INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : X390007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 2,125,320.13 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,314,407.02 108.8968% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,349,420.35 110.5443% 4 35-1418333 ROGERS GROUP, INC. $ 2,410,398.76 113.4134% 5 35-1609544 SCHUTT-LOOKABILL CO $ 2,462,275.34 115.8543% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 2,749,927.87 129.3888% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,788,331.51 131.1958% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 2,907,776.66 136.8159% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 900.00000 9000.00| 2000.00000 20000.00| 900.00000 9000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 34000.00000 34000.00| 48000.00000 48000.00| 46900.00000 46900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| 109500.00000 109500.00| 115000.00000 115000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 38000.00000 38000.00| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0005 202-93999 2.000 EACH| 280.00000 560.00| 820.00000 1640.00| 500.00000 1000.00 SIGNAL POLE, REMOVE | | | 0006 203-02000 21017.000 CYS | 6.75000 141864.75| 8.00000 168136.00| 9.00000 189153.00 EXCAVATION, COMMON | | | 0007 203-02045 15612.000 CYS | 3.25000 50739.00| 3.30000 51519.60| 2.50000 39030.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-06933 1.000 EACH| 63.00000 63.00| 65.00000 65.00| 65.00000 65.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 4075.000 LFT | 1.55000 6316.25| 1.50000 6112.50| 1.55000 6316.25 TEMPORARY SILT FENCE | | | 0010 211-02060 3921.000 CYS | 20.50000 80380.50| 23.50000 92143.50| 12.00000 47052.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-04075 20.000 TON | 15.75000 315.00| 18.00000 360.00| 21.00000 420.00 COMPACTED AGGREGATE, O, 73 | | | 0012 303-52308 3336.000 TON | 7.25000 24186.00| 15.00000 50040.00| 11.00000 36696.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 307-04459 159.000 LFT | 10.50000 1669.50| 1.50000 238.50| 14.00000 2226.00 CURB, MONOLITHIC | | | 0014 401-05437 11873.000 TON | 29.00000 344317.00| 28.55000 338974.15| 31.75000 376967.75 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05454 4341.000 TON | 36.00000 156276.00| 31.00000 134571.00| 32.75000 142167.75 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0016 401-05456 2159.000 TON | 47.00000 101473.00| 47.00000 101473.00| 45.00000 97155.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 2550.00000 2550.00| 3900.00000 3900.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0018 402-05470 4536.000 TON | 29.00000 131544.00| 25.75000 116802.00| 29.00000 131544.00 HMA BASE C25.0 mm, MAINLINE | | | 0019 406-05520 29.000 TON | 160.00000 4640.00| 165.00000 4785.00| 175.00000 5075.00 ASPHALT FOR TACK COAT | | | 0020 601-06037 2.000 EACH| 695.00000 1390.00| 1050.00000 2100.00| 795.00000 1590.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 100.000 LFT | 22.00000 2200.00| 29.00000 2900.00| 39.00000 3900.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 604-06069 187.000 SYS | 56.00000 10472.00| 65.00000 12155.00| 54.00000 10098.00 CURB RAMP, CONCRETE | | | 0024 604-44251 2.500 CYS | 1100.00000 2750.00| 1200.00000 3000.00| 865.00000 2162.50 STEPS, CONCRETE | | | 0025 604-91531 2481.000 SYS | 20.25000 50240.25| 25.00000 62025.00| 34.00000 84354.00 SIDEWALK, CONCRETE, 4 IN. | | | 0026 605-06155 8184.000 LFT | 8.75000 71610.00| 10.25000 83886.00| 8.50000 69564.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 300.000 TON | 63.00000 18900.00| 58.00000 17400.00| 59.00000 17700.00 HMA FOR APPROACHES | | | 0028 611-05330 1370.000 SYS | 30.00000 41100.00| 35.00000 47950.00| 44.00000 60280.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0029 611-06497 6.000 EACH| 126.00000 756.00| 180.00000 1080.00| 115.00000 690.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 5.000 EACH| 610.00000 3050.00| 450.00000 2250.00| 525.00000 2625.00 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 655.00000 655.00| 425.00000 425.00| 525.00000 525.00 MONUMENT, SECTION CORNER | | | 0033 616-06405 21.000 TON | 30.00000 630.00| 35.00000 735.00| 35.00000 735.00 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 210.00000 420.00| 215.00000 430.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06567 69.000 MG | 2.00000 138.00| 4.00000 276.00| 2.00000 138.00 WATER | | | 0036 621-06574 17134.000 SYS | 2.50000 42835.00| 2.65000 45405.10| 2.65000 45405.10 SODDING | | | 0037 702-90915 6.300 CYS | 270.00000 1701.00| 460.00000 2898.00| 450.00000 2835.00 CONCRETE, A | | | 0038 703-51030 1151.400 LBS | 1.40000 1611.96| 0.50000 575.70| 2.00000 2302.80 REINFORCING STEEL | | | 0039 706-01268 36.500 LFT | 135.00000 4927.50| 200.00000 7300.00| 170.00000 6205.00 HANDRAIL, ALUMINUM | | | 0040 714-04802 78.000 SYS | 200.00000 15600.00| 250.00000 19500.00| 240.00000 18720.00 CONCRETE MODULAR BLOCK WALL | | | 0041 714-04854 112.000 LFT | 260.00000 29120.00| 275.00000 30800.00| 350.00000 39200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0042 715-05048 9448.000 LFT | 2.10000 19840.80| 2.50000 23620.00| 2.00000 18896.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05053 34.000 LFT | 12.75000 433.50| 13.00000 442.00| 11.00000 374.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0044 715-05151 3570.000 LFT | 19.50000 69615.00| 22.75000 81217.50| 24.00000 85680.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 554.000 LFT | 25.25000 13988.50| 27.00000 14958.00| 30.00000 16620.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05154 1403.000 LFT | 28.00000 39284.00| 32.00000 44896.00| 38.00000 53314.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0047 715-05242 35.000 LFT | 124.00000 4340.00| 135.00000 4725.00| 320.00000 11200.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0048 715-46005 3.000 EACH| 216.00000 648.00| 250.00000 750.00| 165.00000 495.00 PIPE END SECTION, 15 IN. | | | 0049 715-46020 1.000 EACH| 375.00000 375.00| 420.00000 420.00| 300.00000 300.00 PIPE END SECTION, 24 IN. | | | 0050 718-06531 2.000 EACH| 820.00000 1640.00| 850.00000 1700.00| 550.00000 1100.00 OUTLET PROTECTOR, 3 | | | 0051 718-06532 3280.000 LFT | 0.95000 3116.00| 1.00000 3280.00| 0.90000 2952.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-52610 1080.000 CYS | 22.50000 24300.00| 24.50000 26460.00| 17.00000 18360.00 AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 8516.000 SYS | 0.50000 4258.00| 0.75000 6387.00| 1.00000 8516.00 GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-44000 8.000 EACH| 400.00000 3200.00| 425.00000 3400.00| 375.00000 3000.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-45030 1.000 EACH| 800.00000 800.00| 875.00000 875.00| 1100.00000 1100.00 INLET, E7 | | | 0056 720-45045 21.000 EACH| 1050.00000 22050.00| 1200.00000 25200.00| 1200.00000 25200.00 INLET, J10 | | | 0057 720-45055 11.000 EACH| 1100.00000 12100.00| 1250.00000 13750.00| 1300.00000 14300.00 INLET, M10 | | | 0058 720-45410 22.000 EACH| 1300.00000 28600.00| 1450.00000 31900.00| 1500.00000 33000.00 MANHOLE, C4 | | | 0059 720-45416 2.000 EACH| 3000.00000 6000.00| 4500.00000 9000.00| 3650.00000 7300.00 MANHOLE, E4 | | | 0060 720-45430 1.000 EACH| 3050.00000 3050.00| 4500.00000 4500.00| 7875.00000 7875.00 MANHOLE, G4 | | | 0061 720-98174 4.000 EACH| 1300.00000 5200.00| 1600.00000 6400.00| 1750.00000 7000.00 INLET, B15 | | | 0062 722-60824 1071.000 SYS | 2.00000 2142.00| 3.00000 3213.00| 3.50000 3748.50 SURFACE MILLING | | | 0063 801-04308 8.000 EACH| 79.00000 632.00| 80.00000 640.00| 250.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 18376.000 LFT | 0.13000 2388.88| 0.13000 2388.88| 0.20000 3675.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06207 16463.000 LFT | 0.83000 13664.29| 1.00000 16463.00| 1.00000 16463.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06216 20.000 LFT | 5.30000 106.00| 5.00000 100.00| 2.00000 40.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0067 801-06218 52.000 LFT | 10.40000 540.80| 10.00000 520.00| 6.00000 312.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0068 801-06606 11.000 EACH| 185.00000 2035.00| 190.00000 2090.00| 200.00000 2200.00 BARRICADE, IIIB | | | 0069 801-06625 30.000 EACH| 52.00000 1560.00| 53.00000 1590.00| 85.00000 2550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 29.000 EACH| 120.00000 3480.00| 115.00000 3335.00| 125.00000 3625.00 CONSTRUCTION SIGN, A | | | 0071 801-06645 8.000 EACH| 32.00000 256.00| 32.00000 256.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0073 802-76020 114.630 SFT | 32.00000 3668.16| 17.00000 1948.71| 10.00000 1146.30 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-76025 12.500 SFT | 28.00000 350.00| 18.00000 225.00| 15.00000 187.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 130.000 LFT | 12.75000 1657.50| 6.50000 845.00| 3.00000 390.00 SIGN POST, A | | | 0076 802-93494 13.000 LFT | 24.50000 318.50| 32.00000 416.00| 7.00000 91.00 POST, ROUND, GALVANIZED | | | 0077 803-76125 1.000 EACH| 6150.00000 6150.00| 7000.00000 7000.00| 7250.00000 7250.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0078 805-01815 4.000 EACH| 2250.00000 9000.00| 1800.00000 7200.00| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0079 805-01842 17.000 EACH| 585.00000 9945.00| 850.00000 14450.00| 650.00000 11050.00 HANDHOLE, SIGNAL | | | 0080 805-01844 3665.000 LFT | 7.60000 27854.00| 9.00000 32985.00| 9.50000 34817.50 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0081 805-01885 4.000 EACH| 870.00000 3480.00| 1200.00000 4800.00| 850.00000 3400.00 MAST ARM, 30 FT. | | | 0082 805-02087 LUMP| 1125.00000 1125.00| 340.00000 340.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0083 805-02658 857.000 LFT | 1.50000 1285.50| 1.75000 1499.75| 1.60000 1371.20 CABLE, COAXIAL | | | 0084 805-04519 3665.000 LFT | 1.05000 3848.25| 2.50000 9162.50| 1.40000 5131.00 CABLE, TELEMETRY, 6 PR., REA SPEC., | | | PE-39, UNDERGROUND | | | 0085 805-04782 1.000 EACH| 22400.00000 22400.00| 21000.00000 21000.00| 23800.00000 23800.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0086 805-78106 1.000 EACH| 8550.00000 8550.00| 8200.00000 8200.00| 7800.00000 7800.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0087 805-78205 5.000 EACH| 440.00000 2200.00| 400.00000 2000.00| 425.00000 2125.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0088 805-78230 4.000 EACH| 665.00000 2660.00| 600.00000 2400.00| 550.00000 2200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0089 805-78415 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1750.00000 7000.00 SPAN, CATENARY, AND TETHER | | | 0090 805-78420 4.000 EACH| 200.00000 800.00| 250.00000 1000.00| 325.00000 1300.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-78445 1.000 EACH| 425.00000 425.00| 360.00000 360.00| 425.00000 425.00 SIGNAL SERVICE | | | 0092 805-78467 100.000 LFT | 1.45000 145.00| 2.25000 225.00| 1.50000 150.00 SIGNAL CABLE, 3C 8GA. | | | 0093 805-78480 857.000 LFT | 1.00000 857.00| 1.40000 1199.80| 1.00000 857.00 SIGNAL CABLE, 3C 14GA. | | | 0094 805-78485 202.000 LFT | 1.05000 212.10| 1.75000 353.50| 1.00000 202.00 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 764.000 LFT | 1.15000 878.60| 2.40000 1833.60| 1.15000 878.60 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78925 1.000 EACH| 850.00000 850.00| 1100.00000 1100.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0097 805-81060 4.000 EACH| 2940.00000 11760.00| 2550.00000 10200.00| 3250.00000 13000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0098 805-95568 10910.000 LFT | 2.80000 30548.00| 4.50000 49095.00| 5.50000 60005.00 CONDUIT, PVC, 4 IN. | | | 0099 805-96014 192.000 LFT | 1.10000 211.20| 1.05000 201.60| 9.00000 1728.00 SAW CUT, FULL DEPTH | | | 0100 807-78590 11.000 EACH| 1400.00000 15400.00| 2750.00000 30250.00| 625.00000 6875.00 HANDHOLE | | | 0101 808-06701 1938.000 LFT | 0.24000 465.12| 0.25000 484.50| 0.40000 775.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 9671.000 LFT | 0.24000 2321.04| 0.25000 2417.75| 0.40000 3868.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-75240 749.500 LFT | 0.24000 179.88| 0.25000 187.38| 0.40000 299.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0104 808-75245 12075.000 LFT | 0.24000 2898.00| 0.25000 3018.75| 0.40000 4830.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75297 189.000 LFT | 6.30000 1190.70| 6.50000 1228.50| 4.00000 756.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0106 808-75300 133.000 LFT | 3.20000 425.60| 3.25000 432.25| 1.00000 133.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0107 808-75320 11.000 EACH| 53.00000 583.00| 52.00000 572.00| 65.00000 715.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 11.000 EACH| 68.50000 753.50| 68.00000 748.00| 70.00000 770.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1357381 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75340 8.000 EACH| 310.00000 2480.00| 325.00000 2600.00| 300.00000 2400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0110 601-93346 2.000 EACH| 300.00000 600.00| 75.00000 150.00| 340.00000 680.00 GUARD RAIL CONNECTOR, AS | | | 0111 305-05206 2050.000 TON | 28.00000 57400.00| 41.00000 84050.00| 32.00000 65600.00 WIDENING WITH HMA | | | SECTION TOTALS | $ 2,125,320.13| $ 2,314,407.02| $ 2,349,420.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,125,320.13| $ 2,314,407.02| $ 2,349,420.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 1808.00000 18080.00| 1604.86000 16048.60| 1197.62000 11976.20 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 44100.00000 44100.00| 53410.50000 53410.50| 36537.37000 36537.37 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 76700.00000 76700.00| 123000.00000 123000.00| 137496.39000 137496.39 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36750.00000 36750.00| 47069.95000 47069.95| 64431.90000 64431.90 CLEARING RIGHT OF WAY | | | 0005 202-93999 2.000 EACH| 777.00000 1554.00| 790.99000 1581.98| 438.45000 876.90 SIGNAL POLE, REMOVE | | | 0006 203-02000 21017.000 CYS | 7.35000 154474.95| 10.87000 228454.79| 11.70000 245898.90 EXCAVATION, COMMON | | | 0007 203-02045 15612.000 CYS | 3.15000 49177.80| 4.69000 73220.28| 6.73000 105068.76 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-06933 1.000 EACH| 63.00000 63.00| 64.74000 64.74| 62.64000 62.64 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 4075.000 LFT | 1.60000 6520.00| 1.60000 6520.00| 1.61000 6560.75 TEMPORARY SILT FENCE | | | 0010 211-02060 3921.000 CYS | 22.00000 86262.00| 16.43000 64422.03| 32.36000 126883.56 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-04075 20.000 TON | 36.20000 724.00| 23.03000 460.60| 11.61000 232.20 COMPACTED AGGREGATE, O, 73 | | | 0012 303-52308 3336.000 TON | 12.00000 40032.00| 16.68000 55644.48| 11.34000 37830.24 COMPACTED AGGREGATE, O, 53 | | | 0013 307-04459 159.000 LFT | 10.50000 1669.50| 13.29000 2113.11| 56.14000 8926.26 CURB, MONOLITHIC | | | 0014 401-05437 11873.000 TON | 33.80000 401307.40| 30.81000 365807.13| 33.80000 401307.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05454 4341.000 TON | 38.60000 167562.60| 33.45000 145206.45| 38.60000 167562.60 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0016 401-05456 2159.000 TON | 50.80000 109677.20| 50.71000 109482.89| 50.80000 109677.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 2520.00000 2520.00| 4208.10000 4208.10| 2505.42000 2505.42 PROFILOGRAPH, HMA | | | 0018 402-05470 4536.000 TON | 31.40000 142430.40| 27.78000 126010.08| 31.40000 142430.40 HMA BASE C25.0 mm, MAINLINE | | | 0019 406-05520 29.000 TON | 220.00000 6380.00| 178.04000 5163.16| 216.00000 6264.00 ASPHALT FOR TACK COAT | | | 0020 601-06037 2.000 EACH| 693.00000 1386.00| 712.14000 1424.28| 782.94000 1565.88 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-99105 100.000 LFT | 22.05000 2205.00| 22.66000 2266.00| 38.63000 3863.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 604-06069 187.000 SYS | 47.25000 8835.75| 56.11000 10492.57| 103.82000 19414.34 CURB RAMP, CONCRETE | | | 0024 604-44251 2.500 CYS | 1050.00000 2625.00| 1011.27000 2528.18| 1036.26000 2590.65 STEPS, CONCRETE | | | 0025 604-91531 2481.000 SYS | 21.00000 52101.00| 20.94000 51952.14| 20.48000 50810.88 SIDEWALK, CONCRETE, 4 IN. | | | 0026 605-06155 8184.000 LFT | 9.45000 77338.80| 10.61000 86832.24| 11.28000 92315.52 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 300.000 TON | 67.85000 20355.00| 62.58000 18774.00| 67.85000 20355.00 HMA FOR APPROACHES | | | 0028 611-05330 1370.000 SYS | 31.50000 43155.00| 28.77000 39414.90| 35.30000 48361.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0029 611-06497 6.000 EACH| 126.00000 756.00| 129.48000 776.88| 120.05000 720.30 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 5.000 EACH| 609.00000 3045.00| 625.82000 3129.10| 516.74000 2583.70 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 656.25000 656.25| 674.38000 674.38| 516.74000 516.74 MONUMENT, SECTION CORNER | | | 0033 616-06405 21.000 TON | 46.00000 966.00| 28.68000 602.28| 33.45000 702.45 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 210.00000 420.00| 215.80000 431.60| 208.78000 417.56 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06567 69.000 MG | 2.10000 144.90| 2.16000 149.04| 2.09000 144.21 WATER | | | 0036 621-06574 17134.000 SYS | 3.10000 53115.40| 2.61000 44719.74| 2.53000 43349.02 SODDING | | | 0037 702-90915 6.300 CYS | 446.70000 2814.21| 454.68000 2864.48| 456.20000 2874.06 CONCRETE, A | | | 0038 703-51030 1151.400 LBS | 0.50000 575.70| 0.51000 587.21| 1.74000 2003.44 REINFORCING STEEL | | | 0039 706-01268 36.500 LFT | 135.50000 4945.75| 139.19000 5080.44| 169.12000 6172.88 HANDRAIL, ALUMINUM | | | 0040 714-04802 78.000 SYS | 145.20000 11325.60| 216.63000 16897.14| 186.67000 14560.26 CONCRETE MODULAR BLOCK WALL | | | 0041 714-04854 112.000 LFT | 288.75000 32340.00| 298.65000 33448.80| 462.50000 51800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05048 9448.000 LFT | 2.40000 22675.20| 2.97000 28060.56| 2.87000 27115.76 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05053 34.000 LFT | 13.65000 464.10| 10.79000 366.86| 10.44000 354.96 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0044 715-05151 3570.000 LFT | 21.00000 74970.00| 21.06000 75184.20| 21.92000 78254.40 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 554.000 LFT | 26.25000 14542.50| 22.60000 12520.40| 58.00000 32132.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05154 1403.000 LFT | 32.55000 45667.65| 35.02000 49133.06| 49.06000 68831.18 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0047 715-05242 35.000 LFT | 131.25000 4593.75| 105.56000 3694.60| 626.36000 21922.60 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0048 715-46005 3.000 EACH| 236.25000 708.75| 238.11000 714.33| 250.54000 751.62 PIPE END SECTION, 15 IN. | | | 0049 715-46020 1.000 EACH| 420.00000 420.00| 490.06000 490.06| 420.70000 420.70 PIPE END SECTION, 24 IN. | | | 0050 718-06531 2.000 EACH| 840.00000 1680.00| 404.63000 809.26| 391.47000 782.94 OUTLET PROTECTOR, 3 | | | 0051 718-06532 3280.000 LFT | 1.05000 3444.00| 1.24000 4067.20| 1.20000 3936.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-52610 1080.000 CYS | 23.50000 25380.00| 31.29000 33793.20| 30.27000 32691.60 AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 8516.000 SYS | 0.80000 6812.80| 1.46000 12433.36| 1.41000 12007.56 GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-44000 8.000 EACH| 420.00000 3360.00| 514.35000 4114.80| 386.68000 3093.44 CASTING, ADJUST TO GRADE | | | 0055 720-45030 1.000 EACH| 840.00000 840.00| 770.43000 770.43| 1317.43000 1317.43 INLET, E7 | | | 0056 720-45045 21.000 EACH| 1155.00000 24255.00| 1457.75000 30612.75| 1658.80000 34834.80 INLET, J10 | | | 0057 720-45055 11.000 EACH| 1260.00000 13860.00| 990.90000 10899.90| 1658.80000 18246.80 INLET, M10 | | | 0058 720-45410 22.000 EACH| 1365.00000 30030.00| 1954.21000 42992.62| 2004.34000 44095.48 MANHOLE, C4 | | | 0059 720-45416 2.000 EACH| 4305.00000 8610.00| 1971.97000 3943.94| 5975.42000 11950.84 MANHOLE, E4 | | | 0060 720-45430 1.000 EACH| 4462.50000 4462.50| 3362.64000 3362.64| 9164.61000 9164.61 MANHOLE, G4 | | | 0061 720-98174 4.000 EACH| 1575.00000 6300.00| 1416.39000 5665.56| 2062.80000 8251.20 INLET, B15 | | | 0062 722-60824 1071.000 SYS | 4.50000 4819.50| 3.40000 3641.40| 2.76000 2955.96 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 801-04308 8.000 EACH| 82.00000 656.00| 172.64000 1381.12| 260.98000 2087.84 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 18376.000 LFT | 0.14000 2572.64| 0.11000 2021.36| 0.21000 3858.96 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06207 16463.000 LFT | 1.00000 16463.00| 1.03000 16956.89| 1.04000 17121.52 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06216 20.000 LFT | 3.15000 63.00| 10.79000 215.80| 1.88000 37.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0067 801-06218 52.000 LFT | 8.40000 436.80| 8.09000 420.68| 6.26000 325.52 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0068 801-06606 11.000 EACH| 160.00000 1760.00| 91.72000 1008.92| 208.78000 2296.58 BARRICADE, IIIB | | | 0069 801-06625 30.000 EACH| 65.10000 1953.00| 102.51000 3075.30| 81.43000 2442.90 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 29.000 EACH| 140.00000 4060.00| 118.69000 3442.01| 125.27000 3632.83 CONSTRUCTION SIGN, A | | | 0071 801-06645 8.000 EACH| 36.75000 294.00| 43.16000 345.28| 41.76000 334.08 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 100200.00000 100200.00| 45205.29000 45205.29| 45196.03000 45196.03 MAINTAINING TRAFFIC | | | 0073 802-76020 114.630 SFT | 17.00000 1948.71| 17.38000 1992.27| 10.44000 1196.74 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0074 802-76025 12.500 SFT | 18.00000 225.00| 18.52000 231.50| 15.66000 195.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 130.000 LFT | 6.50000 845.00| 6.61000 859.30| 3.13000 406.90 SIGN POST, A | | | 0076 802-93494 13.000 LFT | 30.50000 396.50| 30.97000 402.61| 7.31000 95.03 POST, ROUND, GALVANIZED | | | 0077 803-76125 1.000 EACH| 6860.00000 6860.00| 6982.37000 6982.37| 7150.88000 7150.88 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0078 805-01815 4.000 EACH| 1890.00000 7560.00| 1921.14000 7684.56| 1879.06000 7516.24 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0079 805-01842 17.000 EACH| 850.00000 14450.00| 866.87000 14736.79| 626.35000 10647.95 HANDHOLE, SIGNAL | | | 0080 805-01844 3665.000 LFT | 9.50000 34817.50| 8.50000 31152.50| 9.66000 35403.90 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-01885 4.000 EACH| 1190.00000 4760.00| 1210.81000 4843.24| 856.02000 3424.08 MAST ARM, 30 FT. | | | 0082 805-02087 LUMP| 330.00000 330.00| 337.14000 337.14| 1043.93000 1043.93 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0083 805-02658 857.000 LFT | 1.75000 1499.75| 1.79000 1534.03| 1.67000 1431.19 CABLE, COAXIAL | | | 0084 805-04519 3665.000 LFT | 2.40000 8796.00| 2.47000 9052.55| 1.36000 4984.40 CABLE, TELEMETRY, 6 PR., REA SPEC., | | | PE-39, UNDERGROUND | | | 0085 805-04782 1.000 EACH| 22275.00000 22275.00| 22663.72000 22663.72| 24845.41000 24845.41 VIDEO VEHICLE DETECTOR SYSTEM | | | 0086 805-78106 1.000 EACH| 8000.00000 8000.00| 8144.29000 8144.29| 8142.61000 8142.61 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0087 805-78205 5.000 EACH| 390.00000 1950.00| 397.58000 1987.90| 417.57000 2087.85 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0088 805-78230 4.000 EACH| 600.00000 2400.00| 610.16000 2440.64| 542.84000 2171.36 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0089 805-78415 4.000 EACH| 1120.00000 4480.00| 1086.16000 4344.64| 1722.48000 6889.92 SPAN, CATENARY, AND TETHER | | | 0090 805-78420 4.000 EACH| 250.00000 1000.00| 252.84000 1011.36| 313.18000 1252.72 DISCONNECT HANGER | | | 0091 805-78445 1.000 EACH| 340.00000 340.00| 347.15000 347.15| 417.57000 417.57 SIGNAL SERVICE | | | 0092 805-78467 100.000 LFT | 2.20000 220.00| 2.26000 226.00| 1.46000 146.00 SIGNAL CABLE, 3C 8GA. | | | 0093 805-78480 857.000 LFT | 1.40000 1199.80| 1.42000 1216.94| 0.94000 805.58 SIGNAL CABLE, 3C 14GA. | | | 0094 805-78485 202.000 LFT | 1.80000 363.60| 1.81000 365.62| 1.04000 210.08 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 764.000 LFT | 2.30000 1757.20| 2.36000 1803.04| 1.15000 878.60 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78925 1.000 EACH| 1065.00000 1065.00| 1084.18000 1084.18| 574.16000 574.16 CONTROLLER CABINET FOUNDATION, P1 | | | 0097 805-81060 4.000 EACH| 2675.00000 10700.00| 2722.03000 10888.12| 3257.04000 13028.16 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0098 805-95568 10910.000 LFT | 4.40000 48004.00| 4.21000 45931.10| 5.64000 61532.40 CONDUIT, PVC, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 |(5) 35-1609544 |(6) 35-0906416 |ROGERS GROUP, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-96014 192.000 LFT | 5.25000 1008.00| 2.16000 414.72| 8.87000 1703.04 SAW CUT, FULL DEPTH | | | 0100 807-78590 11.000 EACH| 3200.00000 35200.00| 2882.11000 31703.21| 615.92000 6775.12 HANDHOLE | | | 0101 808-06701 1938.000 LFT | 0.30000 581.40| 0.38000 736.44| 0.38000 736.44 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 9671.000 LFT | 0.30000 2901.30| 0.35000 3384.85| 0.38000 3674.98 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-75240 749.500 LFT | 0.30000 224.85| 0.38000 284.81| 0.38000 284.81 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0104 808-75245 12075.000 LFT | 0.30000 3622.50| 0.35000 4226.25| 0.38000 4588.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75297 189.000 LFT | 3.00000 567.00| 3.51000 663.39| 4.07000 769.23 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0106 808-75300 133.000 LFT | 0.95000 126.35| 0.76000 101.08| 1.04000 138.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0107 808-75320 11.000 EACH| 56.70000 623.70| 47.48000 522.28| 62.64000 689.04 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 11.000 EACH| 77.70000 854.70| 60.42000 664.62| 67.86000 746.46 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 808-75340 8.000 EACH| 294.00000 2352.00| 404.63000 3237.04| 307.96000 2463.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0110 601-93346 2.000 EACH| 299.25000 598.50| 307.52000 615.04| 334.06000 668.12 GUARD RAIL CONNECTOR, AS | | | 0111 305-05206 2050.000 TON | 41.00000 84050.00| 39.60000 81180.00| 30.30000 62115.00 WIDENING WITH HMA | | | SECTION TOTALS | $ 2,410,398.76| $ 2,462,275.34| $ 2,749,927.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,410,398.76| $ 2,462,275.34| $ 2,749,927.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 3000.00000 30000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 65000.00000 65000.00| 55000.00000 55000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 138000.00000 138000.00| 145000.00000 145000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 87000.00000 87000.00| CLEARING RIGHT OF WAY | | | 0005 202-93999 2.000 EACH| 300.00000 600.00| 817.65000 1635.30| SIGNAL POLE, REMOVE | | | 0006 203-02000 21017.000 CYS | 14.50000 304746.50| 14.50000 304746.50| EXCAVATION, COMMON | | | 0007 203-02045 15612.000 CYS | 6.00000 93672.00| 5.74000 89612.88| EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-06933 1.000 EACH| 65.00000 65.00| 66.28000 66.28| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 4075.000 LFT | 1.55000 6316.25| 1.64000 6683.00| TEMPORARY SILT FENCE | | | 0010 211-02060 3921.000 CYS | 28.00000 109788.00| 17.50000 68617.50| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-04075 20.000 TON | 36.00000 720.00| 41.33000 826.60| COMPACTED AGGREGATE, O, 73 | | | 0012 303-52308 3336.000 TON | 16.00000 53376.00| 18.00000 60048.00| COMPACTED AGGREGATE, O, 53 | | | 0013 307-04459 159.000 LFT | 12.00000 1908.00| 30.00000 4770.00| CURB, MONOLITHIC | | | 0014 401-05437 11873.000 TON | 30.00000 356190.00| 31.54000 374474.42| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05454 4341.000 TON | 32.50000 141082.50| 34.25000 148679.25| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0016 401-05456 2159.000 TON | 50.00000 107950.00| 51.92000 112095.28| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 2750.00000 2750.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0018 402-05470 4536.000 TON | 27.00000 122472.00| 28.45000 129049.20| HMA BASE C25.0 mm, MAINLINE | | | 0019 406-05520 29.000 TON | 175.00000 5075.00| 182.28000 5286.12| ASPHALT FOR TACK COAT | | | 0020 601-06037 2.000 EACH| 775.00000 1550.00| 729.12000 1458.24| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-99105 100.000 LFT | 38.00000 3800.00| 23.20000 2320.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 604-06069 187.000 SYS | 50.00000 9350.00| 46.40000 8676.80| CURB RAMP, CONCRETE | | | 0024 604-44251 2.500 CYS | 2000.00000 5000.00| 4000.00000 10000.00| STEPS, CONCRETE | | | 0025 604-91531 2481.000 SYS | 27.00000 66987.00| 23.75000 58923.75| SIDEWALK, CONCRETE, 4 IN. | | | 0026 605-06155 8184.000 LFT | 11.00000 90024.00| 12.34000 100990.56| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 300.000 TON | 60.00000 18000.00| 64.07000 19221.00| HMA FOR APPROACHES | | | 0028 611-05330 1370.000 SYS | 40.00000 54800.00| 38.11000 52210.70| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0029 611-06497 6.000 EACH| 125.00000 750.00| 132.57000 795.42| MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 5.000 EACH| 550.00000 2750.00| 640.74000 3203.70| MONUMENT, B | | | 0032 615-06527 1.000 EACH| 550.00000 550.00| 690.46000 690.46| MONUMENT, SECTION CORNER | | | 0033 616-06405 21.000 TON | 60.00000 1260.00| 60.00000 1260.00| RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 225.00000 450.00| 220.95000 441.90| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06567 69.000 MG | 2.00000 138.00| 2.21000 152.49| WATER | | | 0036 621-06574 17134.000 SYS | 2.55000 43691.70| 2.67000 45747.78| SODDING | | | 0037 702-90915 6.300 CYS | 300.00000 1890.00| 470.00000 2961.00| CONCRETE, A | | | 0038 703-51030 1151.400 LBS | 1.50000 1727.10| 0.52000 598.73| REINFORCING STEEL | | | 0039 706-01268 36.500 LFT | 175.00000 6387.50| 142.51000 5201.62| HANDRAIL, ALUMINUM | | | 0040 714-04802 78.000 SYS | 340.00000 26520.00| 312.29000 24358.62| CONCRETE MODULAR BLOCK WALL | | | 0041 714-04854 112.000 LFT | 400.00000 44800.00| 352.39000 39467.68| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05048 9448.000 LFT | 3.25000 30706.00| 2.41000 22769.68| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05053 34.000 LFT | 30.00000 1020.00| 23.86000 811.24| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0044 715-05151 3570.000 LFT | 25.00000 89250.00| 27.84000 99388.80| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 554.000 LFT | 28.00000 15512.00| 80.00000 44320.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05154 1403.000 LFT | 35.00000 49105.00| 43.78000 61423.34| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0047 715-05242 35.000 LFT | 290.00000 10150.00| 433.19000 15161.65| PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0048 715-46005 3.000 EACH| 290.00000 870.00| 297.09000 891.27| PIPE END SECTION, 15 IN. | | | 0049 715-46020 1.000 EACH| 375.00000 375.00| 382.20000 382.20| PIPE END SECTION, 24 IN. | | | 0050 718-06531 2.000 EACH| 575.00000 1150.00| 1640.84000 3281.68| OUTLET PROTECTOR, 3 | | | 0051 718-06532 3280.000 LFT | 1.00000 3280.00| 0.99000 3247.20| VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-52610 1080.000 CYS | 30.00000 32400.00| 21.69000 23425.20| AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 8516.000 SYS | 1.70000 14477.20| 1.21000 10304.36| GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-44000 8.000 EACH| 350.00000 2800.00| 500.00000 4000.00| CASTING, ADJUST TO GRADE | | | 0055 720-45030 1.000 EACH| 1000.00000 1000.00| 859.97000 859.97| INLET, E7 | | | 0056 720-45045 21.000 EACH| 1275.00000 26775.00| 1095.99000 23015.79| INLET, J10 | | | 0057 720-45055 11.000 EACH| 1300.00000 14300.00| 1095.99000 12055.89| INLET, M10 | | | 0058 720-45410 22.000 EACH| 1400.00000 30800.00| 1617.43000 35583.46| MANHOLE, C4 | | | 0059 720-45416 2.000 EACH| 2300.00000 4600.00| 5000.00000 10000.00| MANHOLE, E4 | | | 0060 720-45430 1.000 EACH| 2000.00000 2000.00| 5011.28000 5011.28| MANHOLE, G4 | | | 0061 720-98174 4.000 EACH| 2150.00000 8600.00| 1499.95000 5999.80| INLET, B15 | | | 0062 722-60824 1071.000 SYS | 5.50000 5890.50| 5.91000 6329.61| SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 801-04308 8.000 EACH| 275.00000 2200.00| 82.85000 662.80| ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 18376.000 LFT | 0.22000 4042.72| 0.14000 2572.64| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06207 16463.000 LFT | 1.10000 18109.30| 0.87000 14322.81| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06216 20.000 LFT | 2.00000 40.00| 5.52000 110.40| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0067 801-06218 52.000 LFT | 6.50000 338.00| 11.05000 574.60| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0068 801-06606 11.000 EACH| 220.00000 2420.00| 193.33000 2126.63| BARRICADE, IIIB | | | 0069 801-06625 30.000 EACH| 85.00000 2550.00| 55.24000 1657.20| DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 29.000 EACH| 135.00000 3915.00| 121.52000 3524.08| CONSTRUCTION SIGN, A | | | 0071 801-06645 8.000 EACH| 42.00000 336.00| 33.14000 265.12| CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 100000.00000 100000.00| 180011.21000 180011.21| MAINTAINING TRAFFIC | | | 0073 802-76020 114.630 SFT | 28.00000 3209.64| 17.96000 2058.75| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0074 802-76025 12.500 SFT | 25.00000 312.50| 19.13000 239.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 130.000 LFT | 11.00000 1430.00| 6.84000 889.20| SIGN POST, A | | | 0076 802-93494 13.000 LFT | 22.00000 286.00| 32.02000 416.26| POST, ROUND, GALVANIZED | | | 0077 803-76125 1.000 EACH| 6000.00000 6000.00| 7217.62000 7217.62| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0078 805-01815 4.000 EACH| 2250.00000 9000.00| 1985.87000 7943.48| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0079 805-01842 17.000 EACH| 600.00000 10200.00| 896.08000 15233.36| HANDHOLE, SIGNAL | | | 0080 805-01844 3665.000 LFT | 8.00000 29320.00| 10.13000 37126.45| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-01885 4.000 EACH| 850.00000 3400.00| 1251.61000 5006.44| MAST ARM, 30 FT. | | | 0082 805-02087 LUMP| 1100.00000 1100.00| 348.50000 348.50| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0083 805-02658 857.000 LFT | 1.50000 1285.50| 1.86000 1594.02| CABLE, COAXIAL | | | 0084 805-04519 3665.000 LFT | 1.00000 3665.00| 2.56000 9382.40| CABLE, TELEMETRY, 6 PR., REA SPEC., | | | PE-39, UNDERGROUND | | | 0085 805-04782 1.000 EACH| 30000.00000 30000.00| 23427.33000 23427.33| VIDEO VEHICLE DETECTOR SYSTEM | | | 0086 805-78106 1.000 EACH| 8500.00000 8500.00| 8418.69000 8418.69| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0087 805-78205 5.000 EACH| 450.00000 2250.00| 410.97000 2054.85| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0088 805-78230 4.000 EACH| 675.00000 2700.00| 630.72000 2522.88| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0089 805-78415 4.000 EACH| 1250.00000 5000.00| 1177.25000 4709.00| SPAN, CATENARY, AND TETHER | | | 0090 805-78420 4.000 EACH| 225.00000 900.00| 261.36000 1045.44| DISCONNECT HANGER | | | 0091 805-78445 1.000 EACH| 450.00000 450.00| 358.85000 358.85| SIGNAL SERVICE | | | 0092 805-78467 100.000 LFT | 1.50000 150.00| 2.33000 233.00| SIGNAL CABLE, 3C 8GA. | | | 0093 805-78480 857.000 LFT | 1.00000 857.00| 1.48000 1268.36| SIGNAL CABLE, 3C 14GA. | | | 0094 805-78485 202.000 LFT | 1.10000 222.20| 1.88000 379.76| SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 764.000 LFT | 1.20000 916.80| 2.44000 1864.16| SIGNAL CABLE, 7C 14GA. | | | 0096 805-78925 1.000 EACH| 875.00000 875.00| 1119.90000 1119.90| CONTROLLER CABINET FOUNDATION, P1 | | | 0097 805-81060 4.000 EACH| 2900.00000 11600.00| 2813.74000 11254.96| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0098 805-95568 10910.000 LFT | 7.50000 81825.00| 4.61000 50295.10| CONDUIT, PVC, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 110 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,705,952.76 ROUTE : CURRY PIKE CALL ORDER : 110 CONTRACT ID : R -25036-A COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-96014 192.000 LFT | 22.00000 4224.00| 5.00000 960.00| SAW CUT, FULL DEPTH | | | 0100 807-78590 11.000 EACH| 1850.00000 20350.00| 3357.83000 36936.13| HANDHOLE | | | 0101 808-06701 1938.000 LFT | 0.40000 775.20| 0.24000 465.12| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 9671.000 LFT | 0.40000 3868.40| 0.24000 2321.04| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-75240 749.500 LFT | 0.40000 299.80| 0.24000 179.88| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0104 808-75245 12075.000 LFT | 0.40000 4830.00| 0.24000 2898.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75297 189.000 LFT | 4.10000 774.90| 6.63000 1253.07| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0106 808-75300 133.000 LFT | 1.10000 146.30| 3.31000 440.23| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0107 808-75320 11.000 EACH| 65.00000 715.00| 55.24000 607.64| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 11.000 EACH| 70.00000 770.00| 71.81000 789.91| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 808-75340 8.000 EACH| 325.00000 2600.00| 331.42000 2651.36| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0110 601-93346 2.000 EACH| 350.00000 700.00| 314.85000 629.70| GUARD RAIL CONNECTOR, AS | | | 0111 305-05206 2050.000 TON | 33.50000 68675.00| 28.72000 58876.00| WIDENING WITH HMA | | | SECTION TOTALS | $ 2,788,331.51| $ 2,907,776.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,788,331.51| $ 2,907,776.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5476005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 299,828.67 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 328,427.68 109.5384% 3 62-1492793 API CONSTRUCTION CORP. $ 408,079.81 136.1043% 4 35-0997978 PHEND & BROWN, INC. $ 440,802.66 147.0181% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1065659 |(3) 62-1492793 |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 8.000 MOS | 1000.00000 8000.00| 1100.00000 8800.00| 1960.00000 15680.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4700.00000 4700.00| 3500.00000 3500.00| 15560.39000 15560.39 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 14500.00000 14500.00| 19975.00000 19975.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14500.00000 14500.00| 14500.00000 14500.00| 27260.04000 27260.04 CLEARING RIGHT OF WAY | | | 0005 202-02241 292.000 m | 10.45000 3051.40| 8.40000 2452.80| 10.00000 2920.00 GUARDRAIL, REMOVE | | | 0006 202-60820 383.800 m2 | 3.35000 1285.73| 8.00000 3070.40| 8.10000 3108.78 SURFACE MILLING, ASPHALT | | | 0007 203-02000 464.000 m3 | 18.50000 8584.00| 22.00000 10208.00| 16.25000 7540.00 EXCAVATION, COMMON | | | 0008 203-02070 12159.000 m3 | 10.50000 127669.50| 12.80000 155635.20| 13.25000 161106.75 BORROW | | | 0009 205-02224 860.000 m | 5.50000 4730.00| 5.25000 4515.00| 5.61000 4824.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 21.000 m | 30.00000 630.00| 45.00000 945.00| 70.75000 1485.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 1.000 EACH| 80.00000 80.00| 50.00000 50.00| 80.65000 80.65 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02050 3.700 m3 | 43.00000 159.10| 65.00000 240.50| 21.80000 80.66 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1065659 |(3) 62-1492793 |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 1258.000 Mg | 11.00000 13838.00| 11.50000 14467.00| 19.25000 24216.50 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05477 292.000 Mg | 47.00000 13724.00| 45.50000 13286.00| 68.25000 19929.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05517 3.680 Mg | 366.00000 1346.88| 300.00000 1104.00| 268.75000 989.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 1.730 Mg | 168.00000 290.64| 200.00000 346.00| 268.75000 464.94 ASPHALT FOR TACK COAT | | | 0019 610-05527 32.500 Mg | 53.00000 1722.50| 40.00000 1300.00| 98.10000 3188.25 HMA FOR APPROACHES | | | 0020 611-06497 1.000 EACH| 162.00000 162.00| 155.00000 155.00| 215.00000 215.00 MAILBOX ASSEMBLY, SINGLE | | | 0021 616-02320 98.000 m2 | 2.00000 196.00| 1.00000 98.00| 1.50000 147.00 GEOTEXTILES | | | 0022 616-06405 34.000 Mg | 35.00000 1190.00| 45.00000 1530.00| 53.60000 1822.40 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 1000.00000 2000.00| 200.00000 400.00| 995.00000 1990.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 5686.000 m2 | 0.47000 2672.42| 0.58000 3297.88| 0.50000 2843.00 MULCHED SEEDING, R | | | 0025 621-06574 464.000 m2 | 7.75000 3596.00| 3.40000 1577.60| 7.98000 3702.72 SODDING | | | 0026 715-05169 15.000 m | 80.00000 1200.00| 60.00000 900.00| 27.92000 418.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0027 715-35005 100.000 m | 27.00000 2700.00| 20.00000 2000.00| 47.70000 4770.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0028 715-46005 2.000 EACH| 208.00000 416.00| 175.00000 350.00| 209.00000 418.00 PIPE END SECTION, 375 mm | | | 0029 720-45035 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1310.00000 1310.00 INLET, F7 | | | 0030 801-06203 1742.000 m | 0.92000 1602.64| 0.88000 1532.96| 0.95000 1654.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06216 33.000 m | 6.17000 203.61| 5.90000 194.70| 6.35000 209.55 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0032 801-06640 12.000 EACH| 171.43000 2057.16| 164.00000 1968.00| 176.30000 2115.60 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 4365.00000 4365.00| 6000.00000 6000.00| 7295.00000 7295.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1065659 |(3) 62-1492793 |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-05701 27.100 m | 49.13000 1331.42| 47.00000 1273.70| 43.00000 1165.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-76025 2.720 m2 | 88.85000 241.67| 85.00000 231.20| 252.65000 687.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0036 802-76035 2.700 m2 | 77.35000 208.85| 74.00000 199.80| 225.75000 609.53 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0037 808-04298 2.000 EACH| 486.07000 972.14| 465.00000 930.00| 500.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0038 808-06368 33.000 m | 1.05000 34.65| 1.00000 33.00| 35.50000 1171.50 TRANSVERSE MARKING, REMOVE , 600 mm | | | 0039 808-06703 60.000 m | 1.11000 66.60| 1.06000 63.60| 1.15000 69.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-06713 856.000 m | 0.91000 778.96| 0.87000 744.72| 0.94000 804.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06716 1742.000 m | 0.97000 1689.74| 0.93000 1620.06| 1.00000 1742.00 LINE, REMOVE | | | 0042 808-75245 826.000 m | 1.11000 916.86| 1.06000 875.56| 1.15000 949.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75297 33.000 m | 7.84000 258.72| 7.50000 247.50| 8.05000 265.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75996 17.000 EACH| 1.05000 17.85| 6.00000 102.00| 7.80000 132.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 35.000 EACH| 19.13000 669.55| 18.30000 640.50| 19.70000 689.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 615-06490 16.000 EACH| 167.25000 2676.00| 120.00000 1920.00| 130.00000 2080.00 RIGHT OF WAY MARKER | | | 0047 801-04308 2.000 EACH| 303.14000 606.28| 290.00000 580.00| 311.75000 623.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 3.000 EACH| 97.21000 291.63| 93.00000 279.00| 100.00000 300.00 BARRICADE, IIIA | | | 0049 801-06606 2.000 EACH| 81.53000 163.06| 78.00000 156.00| 83.75000 167.50 BARRICADE, IIIB | | | 0050 801-06625 7.000 EACH| 39.72000 278.04| 38.00000 266.00| 40.85000 285.95 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1065659 |(3) 62-1492793 |FOX CONTRACTORS CORP. |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 402-05468 650.000 Mg | 36.58000 23777.00| 37.00000 24050.00| 43.50000 28275.00 HMA BASE 25.0 mm, MAINLINE | | | 0052 402-05474 643.000 Mg | 34.49000 22177.07| 37.00000 23791.00| 46.25000 29738.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 299,828.67| $ 328,427.68| $ 408,079.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,828.67| $ 328,427.68| $ 408,079.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 8.000 MOS | 1470.00000 11760.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80500.00000 80500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 292.000 m | 10.50000 3066.00| | GUARDRAIL, REMOVE | | | 0006 202-60820 383.800 m2 | 9.50000 3646.10| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 464.000 m3 | 42.00000 19488.00| | EXCAVATION, COMMON | | | 0008 203-02070 12159.000 m3 | 11.00000 133749.00| | BORROW | | | 0009 205-02224 860.000 m | 5.48000 4712.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 21.000 m | 50.00000 1050.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 1.000 EACH| 78.00000 78.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02050 3.700 m3 | 30.00000 111.00| | B BORROW | | | 0013 303-52308 1258.000 Mg | 20.00000 25160.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 402-05477 292.000 Mg | 47.25000 13797.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05517 3.680 Mg | 367.00000 1350.56| | ASPHALT FOR PRIME COAT | | | 0018 406-05520 1.730 Mg | 168.00000 290.64| | ASPHALT FOR TACK COAT | | | 0019 610-05527 32.500 Mg | 52.00000 1690.00| | HMA FOR APPROACHES | | | 0020 611-06497 1.000 EACH| 210.00000 210.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 98.000 m2 | 3.00000 294.00| | GEOTEXTILES | | | 0022 616-06405 34.000 Mg | 51.00000 1734.00| | RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 985.00000 1970.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 5686.000 m2 | 0.47000 2672.42| | MULCHED SEEDING, R | | | 0025 621-06574 464.000 m2 | 7.80000 3619.20| | SODDING | | | 0026 715-05169 15.000 m | 100.00000 1500.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0027 715-35005 100.000 m | 65.00000 6500.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0028 715-46005 2.000 EACH| 500.00000 1000.00| | PIPE END SECTION, 375 mm | | | 0029 720-45035 1.000 EACH| 2000.00000 2000.00| | INLET, F7 | | | 0030 801-06203 1742.000 m | 0.92000 1602.64| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06216 33.000 m | 6.20000 204.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0032 801-06640 12.000 EACH| 172.00000 2064.00| | CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0034 802-05701 27.100 m | 49.00000 1327.90| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-76025 2.720 m2 | 89.00000 242.08| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0036 802-76035 2.700 m2 | 78.00000 210.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0037 808-04298 2.000 EACH| 488.00000 976.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,954.17 ROUTE : SR 120 CALL ORDER : 120 CONTRACT ID : R -25269-A COUNTIES : STEUBEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-06368 33.000 m | 1.05000 34.65| | TRANSVERSE MARKING, REMOVE , 600 mm | | | 0039 808-06703 60.000 m | 0.56000 33.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-06713 856.000 m | 0.91000 778.96| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06716 1742.000 m | 0.98000 1707.16| | LINE, REMOVE | | | 0042 808-75245 826.000 m | 1.10000 908.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75297 33.000 m | 7.90000 260.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75996 17.000 EACH| 37.00000 629.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 35.000 EACH| 19.20000 672.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 615-06490 16.000 EACH| 168.00000 2688.00| | RIGHT OF WAY MARKER | | | 0047 801-04308 2.000 EACH| 304.00000 608.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 3.000 EACH| 98.00000 294.00| | BARRICADE, IIIA | | | 0049 801-06606 2.000 EACH| 82.00000 164.00| | BARRICADE, IIIB | | | 0050 801-06625 7.000 EACH| 40.00000 280.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 402-05468 650.000 Mg | 36.75000 23887.50| | HMA BASE 25.0 mm, MAINLINE | | | 0052 402-05474 643.000 Mg | 34.65000 22279.95| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 440,802.66| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 440,802.66| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,878.94 ROUTE : NUS 24 CALL ORDER : 130 CONTRACT ID : R -25490-A COUNTIES : MIAMI LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1446018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 144,202.96 100.0000% 2 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 173,550.00 120.3512% 3 35-1817574 YARDBERRY LANDSCAPE $ 269,203.75 186.6839% ==================================================================================================================================== |(1) 35-1473652 |(2) 35-2031359 |(3) 35-1817574 |SLUSSER'S GREEN THUMB, INC. |HERITAGE INDUSTRIAL SERVICES|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WETLAND MITIGATION | | | 0001 105-01925 12.000 MOS | 1800.00000 21600.00| 2521.00000 30252.00| 1850.00000 22200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4200.00000 4200.00| 4410.00000 4410.00| 11700.00000 11700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6200.00000 6200.00| 14425.00000 14425.00| 11891.00000 11891.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 1759.000 m3 | 5.65000 9938.35| 5.61000 9867.99| 20.00000 35180.00 EXCAVATION, COMMON | | | 0005 203-02070 187.000 m3 | 18.00000 3366.00| 13.96000 2610.52| 35.00000 6545.00 BORROW | | | 0006 205-02224 430.000 m | 4.80000 2064.00| 5.04000 2167.20| 6.00000 2580.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 616-02320 54.100 m2 | 5.65000 305.67| 5.99000 324.06| 10.00000 541.00 GEOTEXTILES | | | 0008 616-06405 49.800 Mg | 45.00000 2241.00| 35.12000 1748.98| 60.00000 2988.00 RIPRAP, REVETMENT | | | 0009 621-01004 1.000 EACH| 200.00000 200.00| 262.65000 262.65| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-04258 54.920 kg | 101.00000 5546.92| 115.50000 6343.26| 100.00000 5492.00 SEED MIXTURE , UPLAND BUFFER SEED MIX | | | 0011 621-04258 15.010 kg | 637.00000 9561.37| 698.25000 10480.73| 1107.94000 16630.18 SEED MIXTURE , WETLAND EMERGENT SEED MIX| | | 0012 621-04258 28.870 kg | 439.00000 12673.93| 467.25000 13489.51| 679.54000 19618.32 SEED MIXTURE , WETLAND FORESTED SEED MIX| | | 0013 621-06545 3.670 Mg | 1000.00000 3670.00| 1050.00000 3853.50| 500.00000 1835.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,878.94 ROUTE : NUS 24 CALL ORDER : 130 CONTRACT ID : R -25490-A COUNTIES : MIAMI LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1473652 |(2) 35-2031359 |(3) 35-1817574 |SLUSSER'S GREEN THUMB, INC. |HERITAGE INDUSTRIAL SERVICES|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 621-06565 36.690 Mg | 300.00000 11007.00| 336.00000 12327.84| 475.00000 17427.75 MULCHING MATERIAL | | | 0015 622-05606 11550.000 EACH| 2.75000 31762.50| 2.99000 34534.50| 4.25000 49087.50 PLANT, AQUATIC | | | 0016 622-91786 3896.000 EACH| 3.05000 11882.80| 3.31000 12895.76| 14.00000 54544.00 SEEDLING | | | 0017 702-90915 7.400 m3 | 1015.00000 7511.00| 1485.00000 10989.00| 1100.00000 8140.00 CONCRETE, A | | | 0018 703-06028 410.800 kg | 1.15000 472.42| 6.25000 2567.50| 5.00000 2054.00 REINFORCING BARS | | | SECTION TOTALS | $ 144,202.96| $ 173,550.00| $ 269,203.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,202.96| $ 173,550.00| $ 269,203.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 134 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,353.22 ROUTE : CALL ORDER : 134 CONTRACT ID : R -25581-B COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6749512 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 371,199.40 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 394,700.00 106.3309% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1900.00000 11400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11800.00000 11800.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15935.17000 15935.17| 17347.28000 17347.28| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14600.00000 14600.00| 17500.00000 17500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 18.000 m2 | 50.25000 904.50| 25.00000 450.00| PAVEMENT, REMOVE | | | 0006 202-02241 9.500 m | 140.00000 1330.00| 21.00000 199.50| GUARDRAIL, REMOVE | | | 0007 202-02278 110.700 m | 23.00000 2546.10| 27.00000 2988.90| CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 600.00000 600.00| 700.00000 700.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-94747 20.000 EACH| 33.00000 660.00| 60.00000 1200.00| POST, REMOVE | | | 0010 203-02000 334.200 m3 | 12.00000 4010.40| 35.00000 11697.00| EXCAVATION, COMMON | | | 0011 203-02070 4.500 m3 | 60.00000 270.00| 100.00000 450.00| BORROW | | | 0012 211-02060 0.600 m3 | 800.00000 480.00| 45.00000 27.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-04075 27.700 Mg | 27.00000 747.90| 22.00000 609.40| COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 349.600 Mg | 17.00000 5943.20| 15.00000 5244.00| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 325.400 Mg | 37.50000 12202.50| 38.00000 12365.20| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 134 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,353.22 ROUTE : CALL ORDER : 134 CONTRACT ID : R -25581-B COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05473 1613.900 Mg | 42.50000 68590.75| 37.00000 59714.30| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05474 236.500 Mg | 40.50000 9578.25| 36.00000 8514.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 2361.000 Mg | 45.50000 107425.50| 49.00000 115689.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 2.100 Mg | 200.00000 420.00| 400.00000 840.00| ASPHALT FOR PRIME COAT | | | 0020 406-05520 13.000 Mg | 210.00000 2730.00| 200.00000 2600.00| ASPHALT FOR TACK COAT | | | 0021 601-03464 1.000 EACH| 31.00000 31.00| 31.50000 31.50| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0022 601-05586 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0023 601-99105 5.700 m | 65.00000 370.50| 63.00000 359.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-03828 20.000 EACH| 300.00000 6000.00| 310.00000 6200.00| POST, BARRIER | | | 0025 604-44251 23.000 m3 | 700.00000 16100.00| 685.00000 15755.00| STEPS, CONCRETE | | | 0026 605-06120 442.600 m | 42.00000 18589.20| 47.00000 20802.20| CURB, CONCRETE | | | 0027 607-90826 4.000 EACH| 420.00000 1680.00| 735.00000 2940.00| GUTTER TURNOUT, CONCRETE , MODIFIED | | | 0028 611-05330 78.000 m2 | 42.00000 3276.00| 42.00000 3276.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06496 56.000 EACH| 63.00000 3528.00| 60.00000 3360.00| PARKING BARRIER | | | 0030 616-02320 698.300 m2 | 1.18000 823.99| 2.15000 1501.35| GEOTEXTILES | | | 0031 616-06405 404.500 Mg | 24.00000 9708.00| 43.00000 17393.50| RIPRAP, REVETMENT | | | 0032 621-01004 3.000 EACH| 370.00000 1110.00| 525.00000 1575.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.029 Mg | 2000.00000 58.00| 545.00000 15.81| FERTILIZER | | | 0034 621-06553 6.200 kg | 9.50000 58.90| 6.10000 37.82| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 134 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,353.22 ROUTE : CALL ORDER : 134 CONTRACT ID : R -25581-B COUNTIES : MONROE LETTING DATE : 09/11/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06565 0.148 Mg | 1380.00000 204.24| 530.00000 78.44| MULCHING MATERIAL | | | 0036 621-06575 99.800 m2 | 21.00000 2095.80| 5.25000 523.95| SODDING, NURSERY | | | 0037 706-01268 81.000 m | 300.00000 24300.00| 300.00000 24300.00| HANDRAIL, ALUMINUM (ANODIZED) | | | 0038 715-05818 3.600 m | 420.00000 1512.00| 97.00000 349.20| PIPE EXTENSION, CIRCULAR, 525 mm | | | 0039 801-06640 13.000 EACH| 95.00000 1235.00| 105.00000 1365.00| CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0041 808-06703 1875.500 m | 1.00000 1875.50| 0.90000 1687.95| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-75245 1564.000 m | 1.00000 1564.00| 0.90000 1407.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-97664 1.000 EACH| 105.00000 105.00| 105.00000 105.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 371,199.40| $ 394,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,199.40| $ 394,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B107014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,398,356.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,570,559.09 107.1800% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 18.000 MOS | 900.00000 16200.00| 2500.00000 45000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 46600.00000 46600.00| 58000.00000 58000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 119000.00000 119000.00| 80000.00000 80000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1104.600 m2 | 13.00000 14359.80| 17.75000 19606.65| PAVEMENT, REMOVE | | | 0006 202-02241 25.000 m | 22.20000 555.00| 25.51000 637.75| GUARDRAIL, REMOVE | | | 0007 202-02272 108.000 m | 38.00000 4104.00| 15.99000 1726.92| PAVED SIDE DITCH, REMOVE | | | 0008 202-02278 465.000 m | 22.00000 10230.00| 27.88000 12964.20| CURB, CONCRETE, REMOVE | | | 0009 202-02279 730.000 m | 22.00000 16060.00| 22.33000 16300.90| CURB AND GUTTER, REMOVE | | | 0010 202-04089 11.000 EACH| 110.00000 1210.00| 10.20000 112.20| SIGN, SHEET, REMOVE | | | 0011 202-60820 47160.000 m2 | 1.50000 70740.00| 1.00000 47160.00| SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 500.00000 500.00| 510.20000 510.20| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 35.000 EACH| 250.00000 8750.00| 306.48000 10726.80| INLET, REMOVE | | | 0014 202-93047 2.000 EACH| 600.00000 1200.00| 1494.33000 2988.66| MANHOLE, REMOVE | | | 0015 202-96133 358.000 m | 24.00000 8592.00| 39.19000 14030.02| PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02080 1.113 km | 30000.00000 33390.00| 28526.55000 31750.05| LINEAR GRADING | | | 0017 205-02224 450.000 m | 4.76000 2142.00| 4.86000 2187.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02234 1.000 EACH| 50.00000 50.00| 51.02000 51.02| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 25.000 EACH| 50.00000 1250.00| 51.02000 1275.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 72.000 EACH| 30.00000 2160.00| 30.61000 2203.92| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 211-02060 4608.000 m3 | 30.00000 138240.00| 17.48000 80547.84| B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 780.600 Mg | 26.00000 20295.60| 37.97000 29639.38| COMPACTED AGGREGATE, O, 53 | | | 0023 305-05206 1638.500 Mg | 58.00000 95033.00| 80.00000 131080.00| WIDENING WITH HMA | | | 0024 305-06082 500.000 Mg | 80.00000 40000.00| 85.00000 42500.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0025 401-05455 7802.800 Mg | 37.50000 292605.00| 37.00000 288703.60| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 3549.000 Mg | 54.00000 191646.00| 61.00000 216489.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-06264 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0028 402-05495 1261.900 Mg | 43.00000 54261.70| 40.00000 50476.00| HMA WEDGE AND LEVEL | | | 0029 404-05511 261.200 m2 | 7.50000 1959.00| 5.00000 1306.00| SEAL COAT, 2 | | | 0030 405-05518 358.100 m2 | 1.00000 358.10| 3.00000 1074.30| ASPHALT FOR PRIME COAT | | | 0031 406-05521 107945.700 m2 | 0.10000 10794.57| 0.04000 4317.83| ASPHALT FOR TACK COAT | | | 0032 601-91576 1.000 EACH| 45.00000 45.00| 32.65000 32.65| GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0033 601-94689 1.000 EACH| 2950.00000 2950.00| 3265.28000 3265.28| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 25.000 m | 47.00000 1175.00| 83.67000 2091.75| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-06069 414.900 m2 | 45.00000 18670.50| 65.00000 26968.50| CURB RAMP, CONCRETE | | | 0036 604-91531 1080.000 m2 | 30.00000 32400.00| 34.00000 36720.00| SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06120 147.100 m | 85.00000 12503.50| 76.00000 11179.60| CURB, CONCRETE | | | 0038 605-06150 1428.000 m | 39.00000 55692.00| 41.00000 58548.00| CURB AND GUTTER, C, CONCRETE | | | 0039 605-06155 4.000 m | 100.00000 400.00| 216.00000 864.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0040 605-06215 209.000 m | 99.00000 20691.00| 132.00000 27588.00| CENTER CURB, D, CONCRETE | | | 0041 610-05527 462.200 Mg | 85.00000 39287.00| 120.00000 55464.00| HMA FOR APPROACHES | | | 0042 611-05330 1517.500 m2 | 39.00000 59182.50| 45.00000 68287.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 2.000 EACH| 170.00000 340.00| 173.47000 346.94| MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06505 3.000 EACH| 450.00000 1350.00| 561.22000 1683.66| MONUMENT, B | | | 0045 615-06525 3.000 EACH| 500.00000 1500.00| 329.59000 988.77| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0046 615-06527 3.000 EACH| 415.00000 1245.00| 357.14000 1071.42| MONUMENT, SECTION CORNER | | | 0047 616-02320 42.000 m2 | 2.00000 84.00| 2.25000 94.50| GEOTEXTILES | | | 0048 616-06405 24.000 Mg | 30.00000 720.00| 37.63000 903.12| RIPRAP, REVETMENT | | | 0049 621-06567 500.000 kL | 0.55000 275.00| 0.56000 280.00| WATER | | | 0050 621-06575 4792.000 m2 | 2.88000 13800.96| 2.94000 14088.48| SODDING, NURSERY | | | 0051 702-90915 18.000 m3 | 200.00000 3600.00| 429.84000 7737.12| CONCRETE, A | | | 0052 714-93978 44.100 m | 440.00000 19404.00| 584.77000 25788.36| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0053 714-99346 8.600 m | 460.00000 3956.00| 578.34000 4973.72| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-02246 1.000 EACH| 1000.00000 1000.00| 1444.02000 1444.02| PIPE END SECTION, 1200 mm | | | 0055 715-03025 3.000 EACH| 2000.00000 6000.00| 2472.23000 7416.69| SANITARY MANHOLE | | | 0056 715-05024 43.000 m | 250.00000 10750.00| 212.49000 9137.07| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0057 715-05048 1492.000 m | 9.00000 13428.00| 11.63000 17351.96| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05149 597.000 m | 107.00000 63879.00| 129.35000 77221.95| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 118.000 m | 109.00000 12862.00| 148.91000 17571.38| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 715-05152 96.000 m | 122.00000 11712.00| 174.69000 16770.24| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05153 56.000 m | 109.00000 6104.00| 116.46000 6521.76| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0062 715-05154 236.000 m | 135.00000 31860.00| 171.81000 40547.16| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0063 715-05155 201.000 m | 225.00000 45225.00| 190.87000 38364.87| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0064 715-05157 13.000 m | 200.00000 2600.00| 194.37000 2526.81| PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0065 715-05161 77.000 m | 225.00000 17325.00| 295.32000 22739.64| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0066 715-05335 42.000 m | 215.00000 9030.00| 222.23000 9333.66| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0067 715-05411 332.000 m | 136.00000 45152.00| 242.19000 80407.08| PIPE, SANITARY SEWER, 300 mm | | | 0068 715-05711 60.000 m | 210.00000 12600.00| 115.51000 6930.60| PIPE, SANITARY SEWER, 150 mm | | | 0069 715-46005 2.000 EACH| 300.00000 600.00| 200.85000 401.70| PIPE END SECTION, 375 mm | | | 0070 715-98187 300.000 m | 22.00000 6600.00| 10.47000 3141.00| PIPE, SEWER, 300 mm, ABANDON | | | 0071 716-04892 50.000 m | 1000.00000 50000.00| 1889.71000 94485.50| PIPE, JACKED | | | 0072 718-06532 1000.000 m | 3.00000 3000.00| 3.37000 3370.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 337.200 m3 | 22.00000 7418.40| 39.80000 13420.56| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 718-99153 3207.800 m2 | 1.40000 4490.92| 1.68000 5389.10| GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-03194 1.000 EACH| 1600.00000 1600.00| 1338.63000 1338.63| MANHOLE , C13 | | | 0076 720-03194 9.000 EACH| 2200.00000 19800.00| 2206.61000 19859.49| MANHOLE , D10 | | | 0077 720-03194 1.000 EACH| 1600.00000 1600.00| 1308.58000 1308.58| MANHOLE , H7 | | | 0078 720-03194 2.000 EACH| 2400.00000 4800.00| 2527.93000 5055.86| MANHOLE , K13 | | | 0079 720-03194 1.000 EACH| 12000.00000 12000.00| 16652.93000 16652.93| MANHOLE , MODIFIED, STR. NO. 65 | | | 0080 720-03757 4.000 EACH| 1900.00000 7600.00| 1866.09000 7464.36| MANHOLE, C15 | | | 0081 720-44000 26.000 EACH| 475.00000 12350.00| 566.08000 14718.08| CASTING, ADJUST TO GRADE | | | 0082 720-44000 23.000 EACH| 475.00000 10925.00| 182.95000 4207.85| CASTING, ADJUST TO GRADE , TYPE 10, | | | CURB BOX | | | 0083 720-45045 32.000 EACH| 1300.00000 41600.00| 1015.71000 32502.72| INLET, J10 | | | 0084 720-45075 3.000 EACH| 1050.00000 3150.00| 1030.30000 3090.90| INLET, R13 | | | 0085 720-45275 13.000 EACH| 600.00000 7800.00| 454.33000 5906.29| PIPE CATCH BASIN, 600 mm | | | 0086 720-45410 4.000 EACH| 1400.00000 5600.00| 1195.42000 4781.68| MANHOLE, C4 | | | 0087 720-45415 2.000 EACH| 1900.00000 3800.00| 1756.67000 3513.34| MANHOLE, D4 | | | 0088 720-45416 2.000 EACH| 2100.00000 4200.00| 875.00000 1750.00| MANHOLE, E4 | | | 0089 720-91110 1.000 EACH| 5000.00000 5000.00| 2747.88000 2747.88| MANHOLE, N4 | | | 0090 720-94208 19.000 EACH| 1350.00000 25650.00| 1534.47000 29154.93| MANHOLE, C10 | | | 0091 720-94432 8.000 EACH| 1300.00000 10400.00| 1176.15000 9409.20| MANHOLE, C7 | | | 0092 720-94612 3.000 EACH| 2300.00000 6900.00| 2724.15000 8172.45| MANHOLE, K4 | | | 0093 720-97218 2.000 EACH| 1900.00000 3800.00| 1714.75000 3429.50| MANHOLE, D7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-98555 1.000 EACH| 1350.00000 1350.00| 1405.76000 1405.76| INLET, C15 | | | 0095 732-94840 14.000 EACH| 450.00000 6300.00| 203.67000 2851.38| CASTING, ADJUST TO GRADE, WATER VALVE | | | 0096 801-01504 24.000 EACH| 35.00000 840.00| 40.82000 979.68| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0097 801-06203 4990.000 m | 0.75000 3742.50| 0.54000 2694.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0098 801-06207 3440.000 m | 3.00000 10320.00| 3.93000 13519.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0099 801-06605 30.000 EACH| 200.00000 6000.00| 137.75000 4132.50| BARRICADE, IIIA | | | 0100 801-06640 67.000 EACH| 113.00000 7571.00| 127.55000 8545.85| CONSTRUCTION SIGN, A | | | 0101 801-06710 360.000 DAY | 13.00000 4680.00| 13.78000 4960.80| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 77000.00000 77000.00| 90000.00000 90000.00| MAINTAINING TRAFFIC | | | 0103 802-76025 1.350 m2 | 300.00000 405.00| 306.12000 413.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 805-01842 12.000 EACH| 675.00000 8100.00| 688.77000 8265.24| HANDHOLE, SIGNAL | | | 0105 805-01843 1.000 EACH| 150.00000 150.00| 153.06000 153.06| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0106 805-01893 LUMP| 2000.00000 2000.00| 2040.80000 2040.80| MAINTAINING TRAFFIC SIGNAL | | | 0107 805-02087 LUMP| 100.00000 100.00| 102.04000 102.04| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0108 805-05870 4.000 EACH| 1000.00000 4000.00| 1020.40000 4081.60| SIGNAL SUPPORT FOUNDATION | | | 0109 805-06592 773.000 m | 28.50000 22030.50| 29.08000 22478.84| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0110 805-78109 4.000 EACH| 12500.00000 50000.00| 12755.00000 51020.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0111 805-78205 6.000 EACH| 400.00000 2400.00| 408.16000 2448.96| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-78215 4.000 EACH| 400.00000 1600.00| 408.16000 1632.64| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0113 805-78230 2.000 EACH| 650.00000 1300.00| 663.26000 1326.52| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0114 805-78415 4.000 EACH| 900.00000 3600.00| 918.36000 3673.44| SPAN, CATENARY, AND TETHER | | | 0115 805-78420 4.000 EACH| 250.00000 1000.00| 255.10000 1020.40| DISCONNECT HANGER | | | 0116 805-78445 1.000 EACH| 450.00000 450.00| 459.18000 459.18| SIGNAL SERVICE | | | 0117 805-78465 20.000 m | 2.50000 50.00| 2.55000 51.00| SIGNAL CABLE, 2C 8GA. | | | 0118 805-78470 5831.000 m | 0.35000 2040.85| 0.36000 2099.16| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0119 805-78485 174.500 m | 2.35000 410.08| 2.40000 418.80| SIGNAL CABLE, 5C 14GA. | | | 0120 805-78490 44.000 m | 2.75000 121.00| 2.81000 123.64| SIGNAL CABLE, 7C 14GA. | | | 0121 805-78500 150.500 m | 4.00000 602.00| 4.08000 614.04| SIGNAL CABLE, 11C 14GA. | | | 0122 805-78510 4254.000 m | 2.00000 8508.00| 2.04000 8678.16| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0123 805-78785 49.000 EACH| 450.00000 22050.00| 459.18000 22499.82| SIGNAL DETECTOR HOUSING | | | 0124 805-78795 2199.700 m | 15.00000 32995.50| 15.31000 33677.41| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0125 805-78925 1.000 EACH| 500.00000 500.00| 510.20000 510.20| CONTROLLER CABINET FOUNDATION, P1 | | | 0126 805-81032 4.000 EACH| 3000.00000 12000.00| 3061.20000 12244.80| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0127 805-92504 22.000 EACH| 275.00000 6050.00| 280.61000 6173.42| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0128 805-92951 1.000 EACH| 150.00000 150.00| 153.06000 153.06| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0129 805-94295 6.000 EACH| 250.00000 1500.00| 255.10000 1530.60| SIGNAL HEAD, RELOCATE | | | 0130 808-04767 484.500 m | 0.01000 4.85| 1.00000 484.50| LINE ,THERMOPLASTIC, DOTTED, 100 mm, | | | 600 mm LINE, 2400 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,384,484.44 ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 140 CONTRACT ID : R -25740-B COUNTIES : MARION LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 808-05929 92.000 m | 5.90000 542.80| 1.94000 178.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0132 808-06701 4068.000 m | 0.01000 40.68| 1.00000 4068.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0133 808-06703 5886.000 m | 1.00000 5886.00| 0.97000 5709.42| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0134 808-75240 1264.000 m | 1.00000 1264.00| 1.00000 1264.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0135 808-75245 4220.000 m | 1.00000 4220.00| 0.97000 4093.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0136 808-75256 84.000 m | 5.90000 495.60| 3.92000 329.28| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0137 808-75278 210.000 m | 5.00000 1050.00| 3.92000 823.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0138 808-75297 377.000 m | 10.00000 3770.00| 9.69000 3653.13| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0139 808-75320 49.000 EACH| 40.00000 1960.00| 42.86000 2100.14| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0140 808-75325 46.000 EACH| 50.00000 2300.00| 55.10000 2534.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0141 808-75996 41.000 EACH| 10.00000 410.00| 21.43000 878.63| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 808-75998 368.000 EACH| 21.00000 7728.00| 21.94000 8073.92| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,398,356.91| $ 2,570,559.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,398,356.91| $ 2,570,559.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,998.26 ROUTE : SR 37 CALL ORDER : 150 CONTRACT ID : R -25775-A COUNTIES : ALLEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 510200Q SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 316,653.21 100.0000% 2 35-1374866 PRIMCO, INC. $ 328,995.39 103.8976% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 | |PIONEER ASSOCIATES, INC. |PRIMCO, 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 4.000 MOS | 1975.00000 7900.00| 1150.60000 4602.40| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3900.00000 3900.00| 5220.00000 5220.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15500.00000 15500.00| 16421.40000 16421.40| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12500.00000 12500.00| 7200.00000 7200.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 792.000 m2 | 12.50000 9900.00| 1.00000 792.00| PAVEMENT, REMOVE | | | 0006 202-02241 151.200 m | 10.40000 1572.48| 10.40000 1572.48| GUARDRAIL, REMOVE | | | 0007 202-02250 7.000 EACH| 285.00000 1995.00| 250.00000 1750.00| TREE, 250 mm, REMOVE | | | 0008 202-02255 1.000 EACH| 395.00000 395.00| 350.00000 350.00| TREE, 460 mm, REMOVE | | | 0009 202-02260 1.000 EACH| 875.00000 875.00| 900.00000 900.00| TREE, 760 mm, REMOVE | | | 0010 202-51330 LUMP| 15000.00000 15000.00| 25899.42000 25899.42| PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 252.000 m2 | 10.10000 2545.20| 8.24000 2076.48| SURFACE MILLING, ASPHALT | | | 0012 203-02000 488.000 m3 | 13.00000 6344.00| 48.00000 23424.00| EXCAVATION, COMMON | | | 0013 203-02070 96.000 m3 | 16.65000 1598.40| 45.00000 4320.00| BORROW | | | 0014 205-02234 1.000 EACH| 60.00000 60.00| 60.00000 60.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,998.26 ROUTE : SR 37 CALL ORDER : 150 CONTRACT ID : R -25775-A COUNTIES : ALLEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 | |PIONEER ASSOCIATES, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06931 19.500 Mg | 20.50000 399.75| 20.62000 402.09| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 1.000 EACH| 60.00000 60.00| 60.00000 60.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 110.000 m | 6.10000 671.00| 6.10000 671.00| TEMPORARY SILT FENCE | | | 0018 211-02050 53.000 m3 | 21.50000 1139.50| 45.00000 2385.00| B BORROW | | | 0019 211-02060 400.700 m3 | 25.00000 10017.50| 45.00000 18031.50| B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 533.500 Mg | 15.00000 8002.50| 15.00000 8002.50| COMPACTED AGGREGATE, O, 53 | | | 0021 402-05468 705.400 Mg | 27.00000 19045.80| 27.00000 19045.80| HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05470 285.100 Mg | 29.00000 8267.90| 29.00000 8267.90| HMA BASE C25.0 mm, MAINLINE | | | 0023 402-05474 157.500 Mg | 45.00000 7087.50| 45.00000 7087.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 103.300 Mg | 50.00000 5165.00| 50.00000 5165.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 183.600 Mg | 27.00000 4957.20| 27.00000 4957.20| HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 608.000 m2 | 3.00000 1824.00| 3.00000 1824.00| SEAL COAT, 2 | | | 0027 405-05518 608.000 m2 | 2.00000 1216.00| 2.00000 1216.00| ASPHALT FOR PRIME COAT | | | 0028 406-05521 4285.000 m2 | 1.00000 4285.00| 1.00000 4285.00| ASPHALT FOR TACK COAT | | | 0029 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-94689 3.000 EACH| 2150.00000 6450.00| 2150.00000 6450.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 137.200 m | 28.00000 3841.60| 28.00000 3841.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 30.100 Mg | 52.00000 1565.20| 52.00000 1565.20| HMA FOR APPROACHES | | | 0033 611-95023 1.000 EACH| 145.00000 145.00| 145.00000 145.00| MAILBOX ASSEMBLY, RESET | | | 0034 615-06490 13.000 EACH| 101.00000 1313.00| 101.00000 1313.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,998.26 ROUTE : SR 37 CALL ORDER : 150 CONTRACT ID : R -25775-A COUNTIES : ALLEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 | |PIONEER ASSOCIATES, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 151.500 m2 | 2.25000 340.88| 2.00000 303.00| GEOTEXTILES | | | 0036 616-06405 326.500 Mg | 16.00000 5224.00| 27.00000 8815.50| RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 575.00000 575.00| 575.00000 575.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06548 0.700 kg | 49.60000 34.72| 49.60000 34.72| SEED MIXTURE, CV | | | 0039 621-06559 727.000 m2 | 0.67000 487.09| 0.67000 487.09| MULCHED SEEDING, R | | | 0040 621-06567 17.300 kL | 0.55000 9.52| 0.55000 9.52| WATER | | | 0041 621-06574 193.600 m2 | 4.05000 784.08| 4.05000 784.08| SODDING | | | 0042 621-06575 600.000 m2 | 4.05000 2430.00| 4.05000 2430.00| SODDING, NURSERY | | | 0043 621-52448 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT SPRAY | | | 0044 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0045 714-06660 62.400 m2 | 320.00000 19968.00| 400.64000 24999.94| WINGWALL | | | 0046 715-05048 204.400 m | 15.00000 3066.00| 13.00000 2657.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05053 23.200 m | 31.50000 730.80| 21.00000 487.20| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0048 715-05168 14.400 m | 50.30000 724.32| 73.00000 1051.20| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0049 715-35000 30.000 m | 30.60000 918.00| 13.00000 390.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0050 715-35005 30.000 m | 37.00000 1110.00| 16.00000 480.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0051 715-35010 30.000 m | 41.00000 1230.00| 19.00000 570.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0052 715-46000 1.000 EACH| 200.00000 200.00| 140.00000 140.00| PIPE END SECTION, 300 mm | | | 0053 718-06531 4.000 EACH| 315.00000 1260.00| 400.00000 1600.00| OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,998.26 ROUTE : SR 37 CALL ORDER : 150 CONTRACT ID : R -25775-A COUNTIES : ALLEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 | |PIONEER ASSOCIATES, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 718-52610 40.400 m3 | 35.00000 1414.00| 50.00000 2020.00| AGGREGATE FOR UNDERDRAINS | | | 0055 718-99153 376.000 m2 | 1.00000 376.00| 1.20000 451.20| GEOTEXTILES FOR UNDERDRAIN | | | 0056 720-44000 1.000 EACH| 175.00000 175.00| 350.00000 350.00| CASTING, ADJUST TO GRADE | | | 0057 720-45075 1.000 EACH| 1285.00000 1285.00| 1600.00000 1600.00| INLET, R13 | | | 0058 720-45605 0.700 m | 720.00000 504.00| 1400.00000 980.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0059 723-07020 18.600 m | 5285.00000 98301.00| 4305.00000 80073.00| STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 3000 mm | | | 0060 801-04308 4.000 EACH| 222.00000 888.00| 222.00000 888.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 8.000 EACH| 55.00000 440.00| 55.00000 440.00| BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 64.00000 256.00| 64.00000 256.00| BARRICADE, IIIB | | | 0063 801-06625 29.000 EACH| 48.00000 1392.00| 48.00000 1392.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH| 51.00000 714.00| 51.00000 714.00| CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2500.00000 2500.00| 920.00000 920.00| MAINTAINING TRAFFIC | | | 0066 802-04314 3.000 EACH| 50.00000 150.00| 50.00000 150.00| SIGN , RELOCATE | | | 0067 802-76055 12.900 m | 17.00000 219.30| 17.00000 219.30| SIGN POST, A | | | 0068 804-06725 9.000 EACH| 19.00000 171.00| 19.00000 171.00| DELINEATOR WITH POST, D1, 75 mm | | | 0069 804-06770 5.000 EACH| 18.00000 90.00| 18.00000 90.00| DELINEATOR POST | | | 0070 808-06712 63.000 m | 0.19000 11.97| 0.19000 11.97| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0071 808-06713 500.000 m | 0.19000 95.00| 0.19000 95.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-75996 8.000 EACH| 25.00000 200.00| 27.00000 216.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 8.000 EACH| 130.00000 1040.00| 130.00000 1040.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,998.26 ROUTE : SR 37 CALL ORDER : 150 CONTRACT ID : R -25775-A COUNTIES : ALLEN LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 | |PIONEER ASSOCIATES, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 316,653.21| $ 328,995.39| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,653.21| $ 328,995.39| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,925.75 ROUTE : 70 CALL ORDER : 160 CONTRACT ID : R -25778-A COUNTIES : VIGO LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0701098 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 151,870.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 190,550.00 125.4691% 3 35-6264243 POWELL CONSTRUCTION & REMODELING CO. INC. IRREGULAR BID $ 213,620.00 140.6597% 4 35-1965249 TRIAD CONSTRUCTION, INC. $ 257,309.00 169.4271% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-6264243 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |POWELL CONSTRUCTION & REMODE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0002 110-01001 LUMP| 5200.00000 5200.00| 7325.00000 7325.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-93741 23.000 EACH| 140.00000 3220.00| 675.00000 15525.00| 300.00000 6900.00 GUARD RAIL END TREATMENT, REMOVE | | | 0004 303-52308 3800.000 TON | 12.50000 47500.00| 24.90000 94620.00| 30.00000 114000.00 COMPACTED AGGREGATE, O, 53 | | | 0005 601-94689 15.000 EACH| 3300.00000 49500.00| 2240.00000 33600.00| 2425.00000 36375.00 GUARDRAIL END TREATMENT, OS | | | 0006 601-94690 8.000 EACH| 4250.00000 34000.00| 3330.00000 26640.00| 2850.00000 22800.00 GUARDRAIL END TREATMENT, MS | | | 0007 601-99105 300.000 LFT | 9.50000 2850.00| 12.70000 3810.00| 63.90000 19170.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0008 801-06710 15.000 DAY | 40.00000 600.00| 42.00000 630.00| 125.00000 1875.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 9000.00000 9000.00| 8400.00000 8400.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 151,870.00| $ 190,550.00| $ 213,620.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,870.00| $ 190,550.00| $ 213,620.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,925.75 ROUTE : 70 CALL ORDER : 160 CONTRACT ID : R -25778-A COUNTIES : VIGO LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1965249 | | |TRIAD CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0002 110-01001 LUMP| 19900.00000 19900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-93741 23.000 EACH| 600.00000 13800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0004 303-52308 3800.000 TON | 28.60000 108680.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 601-94689 15.000 EACH| 2800.00000 42000.00| | GUARDRAIL END TREATMENT, OS | | | 0006 601-94690 8.000 EACH| 3800.00000 30400.00| | GUARDRAIL END TREATMENT, MS | | | 0007 601-99105 300.000 LFT | 22.00000 6600.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0008 801-06710 15.000 DAY | 68.60000 1029.00| | FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 34900.00000 34900.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 257,309.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,309.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N783004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,971,697.72 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,371,722.74 120.2883% 3 35-1035700 BUCKO CONSTRUCTION $ 2,449,446.41 124.2303% 4 35-1212938 ATLAS EXCAVATING, INC. $ 2,478,966.77 125.7275% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 1450.00000 13050.00| 1500.00000 13500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 35000.00000 35000.00| 96000.00000 96000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 98500.00000 98500.00| 118500.00000 118500.00| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 71000.00000 71000.00| 24560.00000 24560.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 5.000 EACH| 150.00000 750.00| 27.00000 135.00| 50.00000 250.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 4.000 EACH| 150.00000 600.00| 110.00000 440.00| 105.00000 420.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 13.000 EACH| 200.00000 2600.00| 165.00000 2145.00| 210.00000 2730.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 6.000 EACH| 450.00000 2700.00| 355.00000 2130.00| 365.00000 2190.00 TREE, 760 mm, REMOVE | | | 0009 202-02271 49.000 EACH| 100.00000 4900.00| 225.00000 11025.00| 230.00000 11270.00 HEADWALL, REMOVE | | | 0010 202-02279 320.000 m | 9.00000 2880.00| 27.00000 8640.00| 10.00000 3200.00 CURB AND GUTTER, REMOVE | | | 0011 202-60820 6897.000 m2 | 1.50000 10345.50| 1.20000 8276.40| 2.95000 20346.15 SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-96133 502.000 m | 18.00000 9036.00| 19.10000 9588.20| 15.95000 8006.90 PIPE, REMOVE | | | 0014 203-02000 8283.000 m3 | 12.00000 99396.00| 17.00000 140811.00| 17.65000 146194.95 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02070 2.348 m3 | 25.00000 58.70| 48.00000 112.70| 25.00000 58.70 BORROW | | | 0016 205-02224 1209.000 m | 5.85000 7072.65| 6.40000 7737.60| 5.85000 7072.65 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 45.000 m | 7.72000 347.40| 8.50000 382.50| 7.72000 347.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 11.000 EACH| 55.00000 605.00| 60.00000 660.00| 55.00000 605.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 97.000 EACH| 55.00000 5335.00| 60.00000 5820.00| 55.00000 5335.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 207-05755 11163.000 m2 | 3.50000 39070.50| 3.60000 40186.80| 6.50000 72559.50 MODIFIED SUBGRADE, 400 mm | | | 0021 211-02060 3642.000 m3 | 15.00000 54630.00| 16.50000 60093.00| 17.00000 61914.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 8243.000 Mg | 10.00000 82430.00| 14.00000 115402.00| 11.25000 92733.75 COMPACTED AGGREGATE, O, 53 | | | 0023 401-05437 7445.000 Mg | 26.00000 193570.00| 29.90000 222605.50| 33.85000 252013.25 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 4401.000 Mg | 28.00000 123228.00| 33.60000 147873.60| 33.50000 147433.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 402-05475 2418.000 Mg | 27.00000 65286.00| 26.00000 62868.00| 33.50000 81003.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0026 402-05477 2001.000 Mg | 34.00000 68034.00| 43.40000 86843.40| 44.00000 88044.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 405-05518 22325.000 m2 | 0.25000 5581.25| 0.35000 7813.75| 0.44000 9823.00 ASPHALT FOR PRIME COAT | | | 0028 406-05521 93331.000 m2 | 0.10000 9333.10| 0.05000 4666.55| 0.33000 30799.23 ASPHALT FOR TACK COAT | | | 0029 604-91531 1736.000 m2 | 28.00000 48608.00| 30.00000 52080.00| 33.00000 57288.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06155 2645.000 m | 29.00000 76705.00| 31.00000 81995.00| 36.10000 95484.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 611-05330 2232.000 m2 | 44.00000 98208.00| 40.00000 89280.00| 36.75000 82026.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-06497 27.000 EACH| 110.00000 2970.00| 175.00000 4725.00| 130.00000 3510.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06498 8.000 EACH| 140.00000 1120.00| 225.00000 1800.00| 175.00000 1400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 611-95023 9.000 EACH| 60.00000 540.00| 200.00000 1800.00| 100.00000 900.00 MAILBOX ASSEMBLY, RESET | | | 0035 614-06475 40.000 m | 175.00000 7000.00| 200.00000 8000.00| 198.70000 7948.00 HEADER, CEMENT CONCRETE, B | | | 0036 616-02320 1401.000 m2 | 1.50000 2101.50| 2.75000 3852.75| 2.75000 3852.75 GEOTEXTILES | | | 0037 616-06405 832.000 Mg | 25.00000 20800.00| 33.00000 27456.00| 24.25000 20176.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 975.00000 975.00| 1000.00000 1000.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06567 115.000 kL | 0.55000 63.25| 0.55000 63.25| 0.55000 63.25 WATER | | | 0040 621-06575 6352.000 m2 | 3.90000 24772.80| 4.00000 25408.00| 3.90000 24772.80 SODDING, NURSERY | | | 0041 715-01662 55.500 m | 42.00000 2331.00| 44.00000 2442.00| 19.70000 1093.35 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0042 715-05048 2696.000 m | 16.00000 43136.00| 16.75000 45158.00| 9.00000 24264.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 9.000 m | 35.00000 315.00| 36.75000 330.75| 50.00000 450.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05149 445.000 m | 82.00000 36490.00| 85.00000 37825.00| 80.00000 35600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 669.000 m | 93.00000 62217.00| 96.00000 64224.00| 107.65000 72017.85 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 577.000 m | 101.00000 58277.00| 106.00000 61162.00| 113.25000 65345.25 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05154 709.000 m | 122.00000 86498.00| 128.00000 90752.00| 149.00000 105641.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05173 37.000 m | 109.00000 4033.00| 115.00000 4255.00| 163.80000 6060.60 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0049 715-05177 3.000 m | 218.00000 654.00| 228.00000 684.00| 512.00000 1536.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0050 715-46000 6.000 EACH| 261.00000 1566.00| 260.00000 1560.00| 180.00000 1080.00 PIPE END SECTION, 300 mm | | | 0051 715-46005 2.000 EACH| 279.00000 558.00| 295.00000 590.00| 194.00000 388.00 PIPE END SECTION, 375 mm | | | 0052 715-46020 6.000 EACH| 347.00000 2082.00| 365.00000 2190.00| 262.00000 1572.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-46040 1.000 EACH| 766.00000 766.00| 810.00000 810.00| 485.00000 485.00 PIPE END SECTION, 900 mm | | | 0054 718-52610 566.000 m3 | 25.00000 14150.00| 26.25000 14857.50| 33.90000 19187.40 AGGREGATE FOR UNDERDRAINS | | | 0055 718-99153 6065.000 m2 | 0.40000 2426.00| 0.40000 2426.00| 1.50000 9097.50 GEOTEXTILES FOR UNDERDRAIN | | | 0056 720-44000 2.000 EACH| 330.00000 660.00| 330.00000 660.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0057 720-44296 4.000 EACH| 303.00000 1212.00| 300.00000 1200.00| 250.00000 1000.00 CAP INLET | | | 0058 720-45035 1.000 EACH| 1192.00000 1192.00| 1250.00000 1250.00| 1485.00000 1485.00 INLET, F7 | | | 0059 720-45045 8.000 EACH| 1340.00000 10720.00| 1420.00000 11360.00| 1600.00000 12800.00 INLET, J10 | | | 0060 720-45055 25.000 EACH| 1408.00000 35200.00| 1560.00000 39000.00| 1800.00000 45000.00 INLET, M10 | | | 0061 720-45085 1.000 EACH| 1821.00000 1821.00| 2000.00000 2000.00| 1970.00000 1970.00 INLET, T14 | | | 0062 720-45265 41.000 EACH| 615.00000 25215.00| 675.00000 27675.00| 725.00000 29725.00 PIPE CATCH BASIN, 375 mm | | | 0063 720-45270 1.000 EACH| 724.00000 724.00| 800.00000 800.00| 750.00000 750.00 PIPE CATCH BASIN, 450 mm | | | 0064 720-45400 1.000 EACH| 1568.00000 1568.00| 1730.00000 1730.00| 1970.00000 1970.00 MANHOLE, A4 | | | 0065 720-45405 1.000 EACH| 1295.00000 1295.00| 1425.00000 1425.00| 1540.00000 1540.00 MANHOLE, B4 | | | 0066 720-45415 2.000 EACH| 1871.00000 3742.00| 2050.00000 4100.00| 4365.00000 8730.00 MANHOLE, D4 | | | 0067 720-97217 14.000 EACH| 1726.00000 24164.00| 1900.00000 26600.00| 2150.00000 30100.00 MANHOLE, C8, MODIFIED | | | 0068 732-06043 LUMP| 852.00000 852.00| 900.00000 900.00| 1000.00000 1000.00 REINSTALL FIRE HYDRANT | | | 0069 801-01506 4.000 EACH| 49.06000 196.24| 100.00000 400.00| 93.00000 372.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0070 801-04308 4.000 EACH| 150.00000 600.00| 165.00000 660.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06203 5791.000 m | 0.39000 2258.49| 0.40000 2316.40| 0.50000 2895.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 8960.000 m | 2.50000 22400.00| 2.75000 24640.00| 2.50000 22400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06213 2.000 EACH| 49.05000 98.10| 340.00000 680.00| 310.00000 620.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0074 801-06216 61.000 m | 1.53000 93.33| 2.60000 158.60| 7.50000 457.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0075 801-06218 33.000 m | 3.64000 120.12| 16.50000 544.50| 15.00000 495.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0076 801-06606 24.000 EACH| 82.00000 1968.00| 90.00000 2160.00| 82.00000 1968.00 BARRICADE, IIIB | | | 0077 801-06625 10.000 EACH| 80.00000 800.00| 88.00000 880.00| 80.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 42.000 EACH| 99.00000 4158.00| 105.00000 4410.00| 99.00000 4158.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 11.000 EACH| 40.00000 440.00| 44.00000 484.00| 40.00000 440.00 CONSTRUCTION SIGN, B | | | 0080 801-06710 504.000 DAY | 11.00000 5544.00| 12.00000 6048.00| 11.00000 5544.00 FLASHING ARROW SIGN | | | 0081 802-02293 27.941 m3 | 457.76000 12790.27| 500.00000 13970.50| 457.78000 12790.83 CONCRETE, SIGN FOUNDATION | | | 0082 802-05701 50.400 m | 29.52000 1487.81| 30.00000 1512.00| 29.52000 1487.81 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 9.435 m2 | 129.10000 1218.06| 140.00000 1320.90| 129.17000 1218.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 20.520 m2 | 134.55000 2760.97| 140.00000 2872.80| 134.55000 2760.97 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 802-91122 2.000 EACH| 100.00000 200.00| 110.00000 220.00| 100.00000 200.00 SIGN, GROUND MOUNTED, RESET | | | 0086 802-93494 9.600 m | 29.52000 283.39| 32.00000 307.20| 29.52000 283.39 POST, ROUND, GALVANIZED | | | 0087 802-97812 4.000 EACH| 150.00000 600.00| 165.00000 660.00| 150.00000 600.00 STREET NAME IDENTIFICATION SIGN | | | 0088 803-02310 2630.000 kg | 5.51000 14491.30| 6.00000 15780.00| 5.51000 14491.30 REINFORCING STEEL, SIGN FOUNDATION | | | 0089 803-76125 6.000 EACH| 6200.00000 37200.00| 6850.00000 41100.00| 6200.00000 37200.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0090 805-01815 5.000 EACH| 1600.00000 8000.00| 1760.00000 8800.00| 1600.00000 8000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-01816 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 500.00000 500.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0092 805-01842 5.000 EACH| 500.00000 2500.00| 550.00000 2750.00| 500.00000 2500.00 HANDHOLE, SIGNAL | | | 0093 805-02037 2.000 EACH| 1750.00000 3500.00| 1935.00000 3870.00| 1750.00000 3500.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0094 805-02072 1.000 EACH| 2060.00000 2060.00| 2275.00000 2275.00| 2060.00000 2060.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0096 805-02687 1.000 EACH| 1500.00000 1500.00| 1650.00000 1650.00| 1500.00000 1500.00 CONTROLLER CABINET AND CONTROLLER | | | INTERFACE, RELOCATE | | | 0097 805-02855 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 450.00000 900.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0098 805-04782 1.000 EACH| 26500.00000 26500.00| 29500.00000 29500.00| 26500.00000 26500.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0099 805-06592 1062.000 m | 19.68000 20900.16| 22.00000 23364.00| 19.68000 20900.16 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0100 805-78100 1.000 EACH| 9600.00000 9600.00| 10600.00000 10600.00| 9600.00000 9600.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0101 805-78205 6.000 EACH| 380.00000 2280.00| 425.00000 2550.00| 380.00000 2280.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0102 805-78215 8.000 EACH| 380.00000 3040.00| 425.00000 3400.00| 380.00000 3040.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0103 805-78230 4.000 EACH| 500.00000 2000.00| 550.00000 2200.00| 500.00000 2000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0104 805-78350 14.000 EACH| 400.00000 5600.00| 440.00000 6160.00| 400.00000 5600.00 PEDESTRIAN SIGNAL HEAD, 230 mm | | | 0105 805-78412 1.000 EACH| 650.00000 650.00| 720.00000 720.00| 650.00000 650.00 SIGNAL PEDESTAL, 2.7 m | | | 0106 805-78415 6.000 EACH| 1000.00000 6000.00| 1100.00000 6600.00| 1000.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0107 805-78420 4.000 EACH| 250.00000 1000.00| 275.00000 1100.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0108 805-78445 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 450.00000 900.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-78467 40.000 m | 3.94000 157.60| 4.40000 176.00| 3.94000 157.60 SIGNAL CABLE, 3C 8GA. | | | 0110 805-78470 320.000 m | 0.66000 211.20| 0.75000 240.00| 0.66000 211.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0111 805-78480 511.000 m | 1.64000 838.04| 1.80000 919.80| 1.64000 838.04 SIGNAL CABLE, 3C 14GA. | | | 0112 805-78485 555.000 m | 2.62000 1454.10| 2.90000 1609.50| 2.62000 1454.10 SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 215.000 m | 2.95000 634.25| 3.25000 698.75| 2.95000 634.25 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 154.000 m | 1.97000 303.38| 2.20000 338.80| 1.97000 303.38 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 2.000 EACH| 350.00000 700.00| 390.00000 780.00| 350.00000 700.00 SIGNAL DETECTOR HOUSING | | | 0116 805-78795 100.000 m | 22.96000 2296.00| 25.00000 2500.00| 22.96000 2296.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78900 1.000 EACH| 450.00000 450.00| 500.00000 500.00| 450.00000 450.00 PEDESTAL FOUNDATION, A | | | 0118 805-78925 1.000 EACH| 650.00000 650.00| 715.00000 715.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0119 805-81032 5.000 EACH| 2800.00000 14000.00| 3100.00000 15500.00| 2800.00000 14000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0120 805-86810 2.000 EACH| 2200.00000 4400.00| 2400.00000 4800.00| 2200.00000 4400.00 SERVICE POINT, II | | | 0121 805-86889 1350.000 m | 0.66000 891.00| 0.70000 945.00| 0.66000 891.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0122 805-86920 57.000 EACH| 20.00000 1140.00| 22.00000 1254.00| 20.00000 1140.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0123 805-86925 4.000 EACH| 25.00000 100.00| 27.00000 108.00| 25.00000 100.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0124 805-86930 54.000 EACH| 10.00000 540.00| 11.00000 594.00| 10.00000 540.00 INSULATING LINK, NOT WATERPROOFED | | | 0125 805-86935 8.000 EACH| 15.00000 120.00| 16.50000 132.00| 15.00000 120.00 INSULATING LINK, WATERPROOFED | | | 0126 805-92504 1.000 EACH| 150.00000 150.00| 165.00000 165.00| 150.00000 150.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 805-94295 24.000 EACH| 150.00000 3600.00| 165.00000 3960.00| 150.00000 3600.00 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-96121 14.000 EACH| 150.00000 2100.00| 165.00000 2310.00| 150.00000 2100.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0129 805-98335 1810.000 m | 10.66000 19294.60| 11.75000 21267.50| 10.66000 19294.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0130 805-98336 920.000 m | 10.66000 9807.20| 11.75000 10810.00| 10.66000 9807.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0131 807-02191 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 500.00000 500.00 HANDHOLE, LIGHTING | | | 0132 807-02193 23.000 EACH| 500.00000 11500.00| 550.00000 12650.00| 500.00000 11500.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0133 807-02781 2.000 EACH| 850.00000 1700.00| 940.00000 1880.00| 850.00000 1700.00 LUMINAIRE MAST ARM, 3.1 m | | | 0134 807-02784 2.000 EACH| 925.00000 1850.00| 1025.00000 2050.00| 925.00000 1850.00 LUMINAIRE MAST ARM, 6.1 m | | | 0135 807-04781 2.000 EACH| 1100.00000 2200.00| 1200.00000 2400.00| 1100.00000 2200.00 LUMINAIRE MAST ARM, 9.1 m | | | 0136 807-83648 12.000 EACH| 1050.00000 12600.00| 1160.00000 13920.00| 1050.00000 12600.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-83658 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 1100.00000 1100.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0138 807-83660 1.000 EACH| 1125.00000 1125.00| 1250.00000 1250.00| 1125.00000 1125.00 LIGHT POLE, 11.0 m E.M.H., 4.9 m MAST | | | ARM, ANCHOR BASE | | | 0139 807-85648 9.000 EACH| 1245.00000 11205.00| 1375.00000 12375.00| 1245.00000 11205.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0140 807-86615 25.000 EACH| 250.00000 6250.00| 275.00000 6875.00| 250.00000 6250.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0141 807-86910 23.000 EACH| 25.00000 575.00| 27.00000 621.00| 25.00000 575.00 CONNECTOR KIT, UNFUSED | | | 0142 807-86915 23.000 EACH| 25.00000 575.00| 27.00000 621.00| 25.00000 575.00 CONNECTOR KIT, FUSED | | | 0143 807-86950 25.000 EACH| 15.00000 375.00| 16.50000 412.50| 15.00000 375.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 807-86955 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 100.00000 100.00 CABLE DUCT MARKER | | | 0145 808-04298 2.000 EACH| 150.00000 300.00| 165.00000 330.00| 285.00000 570.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0146 808-06701 317.000 m | 1.10000 348.70| 1.25000 396.25| 0.87000 275.79 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0147 808-06703 2653.000 m | 1.10000 2918.30| 1.25000 3316.25| 0.87000 2308.11 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0148 808-06705 30.000 m | 2.20000 66.00| 2.50000 75.00| 3.00000 90.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0149 808-75240 429.000 m | 1.10000 471.90| 1.20000 514.80| 0.87000 373.23 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0150 808-75245 3224.000 m | 1.10000 3546.40| 1.20000 3868.80| 0.87000 2804.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0151 808-75260 14.000 m | 3.30000 46.20| 3.65000 51.10| 9.00000 126.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0152 808-75278 269.000 m | 3.30000 887.70| 3.65000 981.85| 9.00000 2421.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0153 808-75297 99.000 m | 6.60000 653.40| 7.30000 722.70| 9.00000 891.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 276.000 m | 1.75000 483.00| 2.00000 552.00| 2.25000 621.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0155 808-75320 23.000 EACH| 45.00000 1035.00| 50.00000 1150.00| 44.00000 1012.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 22.000 EACH| 55.00000 1210.00| 60.00000 1320.00| 63.60000 1399.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-92027 928.000 m | 2.20000 2041.60| 2.40000 2227.20| 3.00000 2784.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0158 808-98796 78.000 m | 1.15000 89.70| 1.25000 97.50| 0.87000 67.86 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 801-06775 LUMP| 19000.00000 19000.00| 66189.54000 66189.54| 27850.00000 27850.00 MAINTAINING TRAFFIC | | | 0160 808-05866 13.500 m2 | 10.00000 135.00| 11.00000 148.50| 10.00000 135.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0161 808-06368 46.000 m | 4.50000 207.00| 5.00000 230.00| 4.50000 207.00 TRANSVERSE MARKING, REMOVE | | | 0162 808-06716 1360.000 m | 0.95000 1292.00| 1.00000 1360.00| 0.95000 1292.00 LINE, REMOVE | | | 0163 805-04982 201.000 m | 6.56000 1318.56| 7.25000 1457.25| 6.56000 1318.56 CABLE , 6 PAIR, 19 GA., CAMERA LEAD-IN | | | CABLE | | | SECTION TOTALS | $ 1,971,697.72| $ 2,371,722.74| $ 2,449,446.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,971,697.72| $ 2,371,722.74| $ 2,449,446.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06790 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 51600.00000 51600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 123000.00000 123000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 74220.00000 74220.00| | CLEARING RIGHT OF WAY | | | 0005 202-02245 5.000 EACH| 110.00000 550.00| | TREE, 150 mm, REMOVE | | | 0006 202-02250 4.000 EACH| 160.00000 640.00| | TREE, 250 mm, REMOVE | | | 0007 202-02255 13.000 EACH| 500.00000 6500.00| | TREE, 460 mm, REMOVE | | | 0008 202-02260 6.000 EACH| 850.00000 5100.00| | TREE, 760 mm, REMOVE | | | 0009 202-02271 49.000 EACH| 250.00000 12250.00| | HEADWALL, REMOVE | | | 0010 202-02279 320.000 m | 11.00000 3520.00| | CURB AND GUTTER, REMOVE | | | 0011 202-60820 6897.000 m2 | 1.50000 10345.50| | SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 1200.00000 1200.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-96133 502.000 m | 20.00000 10040.00| | PIPE, REMOVE | | | 0014 203-02000 8283.000 m3 | 19.00000 157377.00| | EXCAVATION, COMMON | | | 0015 203-02070 2.348 m3 | 75.00000 176.10| | BORROW | | | 0016 205-02224 1209.000 m | 6.00000 7254.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 45.000 m | 7.75000 348.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 11.000 EACH| 57.00000 627.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02236 97.000 EACH| 57.00000 5529.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 207-05755 11163.000 m2 | 8.00000 89304.00| | MODIFIED SUBGRADE, 400 mm | | | 0021 211-02060 3642.000 m3 | 20.40000 74296.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 8243.000 Mg | 11.25000 92733.75| | COMPACTED AGGREGATE, O, 53 | | | 0023 401-05437 7445.000 Mg | 30.00000 223350.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 4401.000 Mg | 34.00000 149634.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 402-05475 2418.000 Mg | 27.00000 65286.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0026 402-05477 2001.000 Mg | 44.00000 88044.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0027 405-05518 22325.000 m2 | 0.37000 8260.25| | ASPHALT FOR PRIME COAT | | | 0028 406-05521 93331.000 m2 | 0.10000 9333.10| | ASPHALT FOR TACK COAT | | | 0029 604-91531 1736.000 m2 | 25.00000 43400.00| | SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06155 2645.000 m | 44.00000 116380.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 611-05330 2232.000 m2 | 49.00000 109368.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-06497 27.000 EACH| 200.00000 5400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 8.000 EACH| 300.00000 2400.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0034 611-95023 9.000 EACH| 150.00000 1350.00| | MAILBOX ASSEMBLY, RESET | | | 0035 614-06475 40.000 m | 250.00000 10000.00| | HEADER, CEMENT CONCRETE, B | | | 0036 616-02320 1401.000 m2 | 2.25000 3152.25| | GEOTEXTILES | | | 0037 616-06405 832.000 Mg | 31.00000 25792.00| | RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 1000.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06567 115.000 kL | 0.60000 69.00| | WATER | | | 0040 621-06575 6352.000 m2 | 4.00000 25408.00| | SODDING, NURSERY | | | 0041 715-01662 55.500 m | 65.00000 3607.50| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0042 715-05048 2696.000 m | 12.00000 32352.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 9.000 m | 40.00000 360.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05149 445.000 m | 85.00000 37825.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 669.000 m | 95.00000 63555.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 577.000 m | 96.00000 55392.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05154 709.000 m | 125.00000 88625.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05173 37.000 m | 135.00000 4995.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0049 715-05177 3.000 m | 440.00000 1320.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0050 715-46000 6.000 EACH| 210.00000 1260.00| | PIPE END SECTION, 300 mm | | | 0051 715-46005 2.000 EACH| 240.00000 480.00| | PIPE END SECTION, 375 mm | | | 0052 715-46020 6.000 EACH| 375.00000 2250.00| | PIPE END SECTION, 600 mm | | | 0053 715-46040 1.000 EACH| 450.00000 450.00| | PIPE END SECTION, 900 mm | | | 0054 718-52610 566.000 m3 | 35.00000 19810.00| | AGGREGATE FOR UNDERDRAINS | | | 0055 718-99153 6065.000 m2 | 0.85000 5155.25| | GEOTEXTILES FOR UNDERDRAIN | | | 0056 720-44000 2.000 EACH| 225.00000 450.00| | CASTING, ADJUST TO GRADE | | | 0057 720-44296 4.000 EACH| 140.00000 560.00| | CAP INLET | | | 0058 720-45035 1.000 EACH| 1300.00000 1300.00| | INLET, F7 | | | 0059 720-45045 8.000 EACH| 1265.00000 10120.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45055 25.000 EACH| 1425.00000 35625.00| | INLET, M10 | | | 0061 720-45085 1.000 EACH| 2300.00000 2300.00| | INLET, T14 | | | 0062 720-45265 41.000 EACH| 935.00000 38335.00| | PIPE CATCH BASIN, 375 mm | | | 0063 720-45270 1.000 EACH| 1040.00000 1040.00| | PIPE CATCH BASIN, 450 mm | | | 0064 720-45400 1.000 EACH| 1650.00000 1650.00| | MANHOLE, A4 | | | 0065 720-45405 1.000 EACH| 1400.00000 1400.00| | MANHOLE, B4 | | | 0066 720-45415 2.000 EACH| 5500.00000 11000.00| | MANHOLE, D4 | | | 0067 720-97217 14.000 EACH| 1600.00000 22400.00| | MANHOLE, C8, MODIFIED | | | 0068 732-06043 LUMP| 1800.00000 1800.00| | REINSTALL FIRE HYDRANT | | | 0069 801-01506 4.000 EACH| 95.00000 380.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0070 801-04308 4.000 EACH| 155.00000 620.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06203 5791.000 m | 0.42000 2432.22| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 8960.000 m | 2.65000 23744.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06213 2.000 EACH| 315.00000 630.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0074 801-06216 61.000 m | 2.40000 146.40| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0075 801-06218 33.000 m | 16.00000 528.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0076 801-06606 24.000 EACH| 85.00000 2040.00| | BARRICADE, IIIB | | | 0077 801-06625 10.000 EACH| 85.00000 850.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06640 42.000 EACH| 105.00000 4410.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 11.000 EACH| 42.00000 462.00| | CONSTRUCTION SIGN, B | | | 0080 801-06710 504.000 DAY | 48.00000 24192.00| | FLASHING ARROW SIGN | | | 0081 802-02293 27.941 m3 | 460.00000 12852.86| | CONCRETE, SIGN FOUNDATION | | | 0082 802-05701 50.400 m | 30.00000 1512.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 9.435 m2 | 132.00000 1245.42| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 20.520 m2 | 136.00000 2790.72| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 802-91122 2.000 EACH| 105.00000 210.00| | SIGN, GROUND MOUNTED, RESET | | | 0086 802-93494 9.600 m | 31.00000 297.60| | POST, ROUND, GALVANIZED | | | 0087 802-97812 4.000 EACH| 155.00000 620.00| | STREET NAME IDENTIFICATION SIGN | | | 0088 803-02310 2630.000 kg | 5.60000 14728.00| | REINFORCING STEEL, SIGN FOUNDATION | | | 0089 803-76125 6.000 EACH| 6300.00000 37800.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0090 805-01815 5.000 EACH| 1650.00000 8250.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0091 805-01816 1.000 EACH| 525.00000 525.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0092 805-01842 5.000 EACH| 525.00000 2625.00| | HANDHOLE, SIGNAL | | | 0093 805-02037 2.000 EACH| 1800.00000 3600.00| | SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0094 805-02072 1.000 EACH| 2100.00000 2100.00| | SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0096 805-02687 1.000 EACH| 1525.00000 1525.00| | CONTROLLER CABINET AND CONTROLLER | | | INTERFACE, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-02855 2.000 EACH| 475.00000 950.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0098 805-04782 1.000 EACH| 27000.00000 27000.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0099 805-06592 1062.000 m | 20.00000 21240.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0100 805-78100 1.000 EACH| 9750.00000 9750.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0101 805-78205 6.000 EACH| 400.00000 2400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0102 805-78215 8.000 EACH| 400.00000 3200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0103 805-78230 4.000 EACH| 525.00000 2100.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0104 805-78350 14.000 EACH| 425.00000 5950.00| | PEDESTRIAN SIGNAL HEAD, 230 mm | | | 0105 805-78412 1.000 EACH| 675.00000 675.00| | SIGNAL PEDESTAL, 2.7 m | | | 0106 805-78415 6.000 EACH| 1100.00000 6600.00| | SPAN, CATENARY, AND TETHER | | | 0107 805-78420 4.000 EACH| 260.00000 1040.00| | DISCONNECT HANGER | | | 0108 805-78445 2.000 EACH| 465.00000 930.00| | SIGNAL SERVICE | | | 0109 805-78467 40.000 m | 4.00000 160.00| | SIGNAL CABLE, 3C 8GA. | | | 0110 805-78470 320.000 m | 0.70000 224.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0111 805-78480 511.000 m | 1.70000 868.70| | SIGNAL CABLE, 3C 14GA. | | | 0112 805-78485 555.000 m | 2.65000 1470.75| | SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 215.000 m | 3.10000 666.50| | SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 154.000 m | 2.00000 308.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 805-78785 2.000 EACH| 375.00000 750.00| | SIGNAL DETECTOR HOUSING | | | 0116 805-78795 100.000 m | 24.00000 2400.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78900 1.000 EACH| 475.00000 475.00| | PEDESTAL FOUNDATION, A | | | 0118 805-78925 1.000 EACH| 675.00000 675.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0119 805-81032 5.000 EACH| 3000.00000 15000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0120 805-86810 2.000 EACH| 2300.00000 4600.00| | SERVICE POINT, II | | | 0121 805-86889 1350.000 m | 0.70000 945.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0122 805-86920 57.000 EACH| 21.00000 1197.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0123 805-86925 4.000 EACH| 26.00000 104.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0124 805-86930 54.000 EACH| 11.00000 594.00| | INSULATING LINK, NOT WATERPROOFED | | | 0125 805-86935 8.000 EACH| 16.50000 132.00| | INSULATING LINK, WATERPROOFED | | | 0126 805-92504 1.000 EACH| 155.00000 155.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 805-94295 24.000 EACH| 155.00000 3720.00| | SIGNAL HEAD, RELOCATE | | | 0128 805-96121 14.000 EACH| 155.00000 2170.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0129 805-98335 1810.000 m | 11.00000 19910.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0130 805-98336 920.000 m | 11.00000 10120.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0131 807-02191 1.000 EACH| 525.00000 525.00| | HANDHOLE, LIGHTING | | | 0132 807-02193 23.000 EACH| 525.00000 12075.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 807-02781 2.000 EACH| 875.00000 1750.00| | LUMINAIRE MAST ARM, 3.1 m | | | 0134 807-02784 2.000 EACH| 950.00000 1900.00| | LUMINAIRE MAST ARM, 6.1 m | | | 0135 807-04781 2.000 EACH| 1200.00000 2400.00| | LUMINAIRE MAST ARM, 9.1 m | | | 0136 807-83648 12.000 EACH| 1100.00000 13200.00| | LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-83658 1.000 EACH| 1150.00000 1150.00| | LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0138 807-83660 1.000 EACH| 1200.00000 1200.00| | LIGHT POLE, 11.0 m E.M.H., 4.9 m MAST | | | ARM, ANCHOR BASE | | | 0139 807-85648 9.000 EACH| 1300.00000 11700.00| | LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0140 807-86615 25.000 EACH| 275.00000 6875.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0141 807-86910 23.000 EACH| 26.00000 598.00| | CONNECTOR KIT, UNFUSED | | | 0142 807-86915 23.000 EACH| 26.00000 598.00| | CONNECTOR KIT, FUSED | | | 0143 807-86950 25.000 EACH| 16.00000 400.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0144 807-86955 1.000 EACH| 105.00000 105.00| | CABLE DUCT MARKER | | | 0145 808-04298 2.000 EACH| 155.00000 310.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0146 808-06701 317.000 m | 1.15000 364.55| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0147 808-06703 2653.000 m | 1.15000 3050.95| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0148 808-06705 30.000 m | 2.30000 69.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 808-75240 429.000 m | 1.15000 493.35| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0150 808-75245 3224.000 m | 1.15000 3707.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0151 808-75260 14.000 m | 3.50000 49.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0152 808-75278 269.000 m | 3.50000 941.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0153 808-75297 99.000 m | 6.75000 668.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 276.000 m | 1.80000 496.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0155 808-75320 23.000 EACH| 48.00000 1104.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 22.000 EACH| 58.00000 1276.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-92027 928.000 m | 2.25000 2088.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0158 808-98796 78.000 m | 1.20000 93.60| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0159 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0160 808-05866 13.500 m2 | 10.50000 141.75| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0161 808-06368 46.000 m | 4.75000 218.50| | TRANSVERSE MARKING, REMOVE | | | 0162 808-06716 1360.000 m | 1.00000 1360.00| | LINE, REMOVE | | | 0163 805-04982 201.000 m | 6.50000 1306.50| | CABLE , 6 PAIR, 19 GA., CAMERA LEAD-IN | | | CABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 170 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,161.81 ROUTE : KENNEDY AVENUE CALL ORDER : 170 CONTRACT ID : R -25785-A COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,478,966.77| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,478,966.77| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 174 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 174 CONTRACT ID : R -25796-A COUNTIES : CARROLL LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/04/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1460625 BROWN ,LEO CONSTRUCTION CO $ 1,738,591.80 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,869,501.38 107.5296% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 58,189.69 ROUTE : SR N66 CALL ORDER : 180 CONTRACT ID : R -25869-A COUNTIES : WARRICK LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 01/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006600G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582525 AIGNER, JERRY CONSTRUCTION $ 21,682.00 100.0000% 2 35-1757738 NAAS & SONS INC. $ 24,481.83 112.9131% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 40,473.00 186.6663% 4 35-1817574 YARDBERRY LANDSCAPE $ 58,717.50 270.8121% ==================================================================================================================================== |(1) 35-1582525 |(2) 35-1757738 |(3) 35-1595689 |AIGNER, JERRY CONSTRUCTION |NAAS & SONS INC. |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5100.00000 5100.00| 5675.00000 5675.00| 8700.00000 8700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0002 202-03000 LUMP| 10500.00000 10500.00| 12000.00000 12000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0003 621-01004 1.000 EACH| 700.00000 700.00| 900.00000 900.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 1.000 Mg | 600.00000 600.00| 100.00000 100.00| 200.00000 200.00 FERTILIZER | | | 0005 621-06554 83.000 kg | 4.00000 332.00| 0.01000 0.83| 6.00000 498.00 SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 200.00000 450.00| 100.00000 225.00| 300.00000 675.00 MULCHING MATERIAL | | | 0008 202-03000 LUMP| 4000.00000 4000.00| 5581.00000 5581.00| 5400.00000 5400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 54 | | | SECTION TOTALS | $ 21,682.00| $ 24,481.83| $ 40,473.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,682.00| $ 24,481.83| $ 40,473.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 58,189.69 ROUTE : SR N66 CALL ORDER : 180 CONTRACT ID : R -25869-A COUNTIES : WARRICK LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 22000.00000 22000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0002 202-03000 LUMP| 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0003 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 1.000 Mg | 350.00000 350.00| | FERTILIZER | | | 0005 621-06554 83.000 kg | 10.00000 830.00| | SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 350.00000 787.50| | MULCHING MATERIAL | | | 0008 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 54 | | | SECTION TOTALS | $ 58,717.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,717.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,848.97 ROUTE : 421 CALL ORDER : 190 CONTRACT ID : R -25901-A COUNTIES : BOONE HAMILTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION CONTRACT TIME : 12/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 135200J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 15,817.25 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING INC. $ 15,957.80 100.8885% 3 35-1924539 B & C WRECKING & EXCAVATING INC. $ 19,848.63 125.4872% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 23,559.18 148.9461% 5 35-1874009 HAUER EXCAVATING $ 24,928.78 157.6050% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 26,956.38 170.4239% 7 35-1817574 YARDBERRY LANDSCAPE $ 28,135.78 177.8803% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2070195 |(3) 35-1924539 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|B & C WRECKING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, BUILDINGS AND HOUSES REMOVAL | | | 0001 202-03000 LUMP| 8040.00000 8040.00| 7500.00000 7500.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0002 202-03000 LUMP| 3735.00000 3735.00| 5000.00000 5000.00| 6300.00000 6300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03135 95.690 m2 | 25.00000 2392.25| 20.00000 1913.80| 27.00000 2583.63 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.500 Mg | 400.00000 600.00| 400.00000 600.00| 500.00000 750.00 FERTILIZER | | | 0006 621-06554 1.500 kg | 200.00000 300.00| 6.00000 9.00| 10.00000 15.00 SEED MIXTURE, U | | | 0007 621-06565 1.500 Mg | 100.00000 150.00| 290.00000 435.00| 600.00000 900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 15,817.25| $ 15,957.80| $ 19,848.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,817.25| $ 15,957.80| $ 19,848.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,848.97 ROUTE : 421 CALL ORDER : 190 CONTRACT ID : R -25901-A COUNTIES : BOONE HAMILTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1874009 |(6) 35-1136349 |BEATY CONSTRUCTION, INC. |HAUER EXCAVATING |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, BUILDINGS AND HOUSES REMOVAL | | | 0001 202-03000 LUMP| 11342.36000 11342.36| 12000.00000 12000.00| 17221.64000 17221.64 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0002 202-03000 LUMP| 8000.00000 8000.00| 10010.53000 10010.53| 7382.46000 7382.46 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03135 95.690 m2 | 28.00000 2679.32| 18.92000 1810.45| 16.60000 1588.45 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 750.00000 750.00| 500.00000 500.00| 122.21000 122.21 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.500 Mg | 200.00000 300.00| 285.00000 427.50| 61.11000 91.67 FERTILIZER | | | 0006 621-06554 1.500 kg | 75.00000 112.50| 5.20000 7.80| 162.95000 244.43 SEED MIXTURE, U | | | 0007 621-06565 1.500 Mg | 250.00000 375.00| 115.00000 172.50| 203.68000 305.52 MULCHING MATERIAL | | | SECTION TOTALS | $ 23,559.18| $ 24,928.78| $ 26,956.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,559.18| $ 24,928.78| $ 26,956.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,848.97 ROUTE : 421 CALL ORDER : 190 CONTRACT ID : R -25901-A COUNTIES : BOONE HAMILTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, BUILDINGS AND HOUSES REMOVAL | | | 0001 202-03000 LUMP| 17000.00000 17000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0002 202-03000 LUMP| 8000.00000 8000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03135 95.690 m2 | 12.00000 1148.28| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.500 Mg | 350.00000 525.00| | FERTILIZER | | | 0006 621-06554 1.500 kg | 100.00000 150.00| | SEED MIXTURE, U | | | 0007 621-06565 1.500 Mg | 375.00000 562.50| | MULCHING MATERIAL | | | SECTION TOTALS | $ 28,135.78| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,135.78| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,655.16 ROUTE : 19 CALL ORDER : 200 CONTRACT ID : R -25923-A COUNTIES : ELKHART LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 165200W SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 28,318.40 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 34,086.27 120.3679% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 35,815.86 126.4755% 4 35-2009641 REAGINS, INC. $ 42,886.08 151.4424% 5 35-1067077 RITSCHARD BROTHERS $ 47,336.20 167.1570% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1339168 |(3) 35-1582109 |YARDBERRY LANDSCAPE |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 15000.00000 15000.00| 13072.47000 13072.47| 14541.08000 14541.08 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 (LOT 6) | | | 0002 202-03000 LUMP| 6500.00000 6500.00| 9202.32000 9202.32| 9259.26000 9259.26 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 (LOT 7) | | | 0003 202-03135 446.840 m2 | 10.00000 4468.40| 20.89000 9334.49| 22.10000 9875.16 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 750.00000 750.00| 747.49000 747.49| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 2.000 Mg | 300.00000 600.00| 355.10000 710.20| 306.00000 612.00 FERTILIZER | | | 0006 621-06554 2.000 kg | 100.00000 200.00| 22.26000 44.52| 19.18000 38.36 SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 400.00000 800.00| 487.39000 974.78| 420.00000 840.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 28,318.40| $ 34,086.27| $ 35,815.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,318.40| $ 34,086.27| $ 35,815.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/01 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,655.16 ROUTE : 19 CALL ORDER : 200 CONTRACT ID : R -25923-A COUNTIES : ELKHART LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2009641 |(5) 35-1067077 | |REAGINS, INC. |RITSCHARD BROTHERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 23429.00000 23429.00| 22500.00000 22500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 (LOT 6) | | | 0002 202-03000 LUMP| 6240.00000 6240.00| 15000.00000 15000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 (LOT 7) | | | 0003 202-03135 446.840 m2 | 24.31000 10862.68| 13.96000 6237.89| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 715.00000 715.00| 1113.75000 1113.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 2.000 Mg | 336.60000 673.20| 556.88000 1113.76| FERTILIZER | | | 0006 621-06554 2.000 kg | 21.10000 42.20| 17.15000 34.30| SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 462.00000 924.00| 668.25000 1336.50| MULCHING MATERIAL | | | SECTION TOTALS | $ 42,886.08| $ 47,336.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 42,886.08| $ 47,336.20| ====================================================================================================================================