INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : X390(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,296,515.99 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 1,357,542.55 104.7069% 3 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 1,619,985.35 124.9491% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 201-52370 LUMP| 52000.00000 52000.00| 66000.00000 66000.00| 78000.00000 78000.00 CLEARING RIGHT OF WAY | | | 0002 202-60821 972.000 SYS | 4.50000 4374.00| 3.50000 3402.00| 4.15000 4033.80 SURFACE MILLING, BITUMINOUS | | | 0003 203-02000 9915.000 CYS | 9.75000 96671.25| 13.00000 128895.00| 14.50000 143767.50 EXCAVATION, COMMON | | | 0004 203-02045 4690.000 CYS | 7.75000 36347.50| 3.00000 14070.00| 12.25000 57452.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0005 205-02224 1743.000 LFT | 1.75000 3050.25| 2.00000 3486.00| 1.85000 3224.55 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 205-02229 132.000 LFT | 4.00000 528.00| 5.00000 660.00| 3.75000 495.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 205-02236 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 80.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0008 205-02237 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 80.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0009 211-02060 2576.000 CYS | 17.00000 43792.00| 20.00000 51520.00| 15.75000 40572.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04075 50.000 TON | 20.00000 1000.00| 15.00000 750.00| 18.00000 900.00 COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0011 303-52308 1365.000 TON | 14.00000 19110.00| 13.50000 18427.50| 14.00000 19110.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 305-05206 546.000 TON | 38.00000 20748.00| 46.00000 25116.00| 62.00000 33852.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-04824 24.000 TON | 60.00000 1440.00| 56.00000 1344.00| 92.00000 2208.00 HMA BASE 25.0 mm, SHOULDER | | | 0014 401-05437 6096.000 TON | 31.00000 188976.00| 38.50000 234696.00| 38.50000 234696.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 2009.000 TON | 30.00000 60270.00| 35.00000 70315.00| 39.75000 79857.75 HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05473 1904.000 TON | 35.00000 66640.00| 38.25000 72828.00| 45.00000 85680.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05477 786.000 TON | 46.00000 36156.00| 51.00000 40086.00| 51.50000 40479.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 406-05520 11.670 TON | 160.00000 1867.20| 300.00000 3501.00| 250.00000 2917.50 ASPHALT FOR TACK COAT | | | 0019 407-04348 72.000 SYS | 23.00000 1656.00| 12.50000 900.00| 11.50000 828.00 SEAL COAT, 2 | | | 0020 501-02400 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 3175.00000 3175.00 PROFILOGRAPH | | | 0021 603-06040 360.000 LFT | 7.00000 2520.00| 8.80000 3168.00| 9.35000 3366.00 FENCE, FARM FIELD, 47 IN. | | | 0022 604-06069 177.000 SYS | 42.00000 7434.00| 35.00000 6195.00| 37.00000 6549.00 CURB RAMP, CONCRETE | | | 0023 604-06070 796.000 SYS | 27.00000 21492.00| 25.00000 19900.00| 27.25000 21691.00 SIDEWALK, CONCRETE | | | 0024 605-06140 4199.000 LFT | 13.25000 55636.75| 11.00000 46189.00| 15.50000 65084.50 CURB AND GUTTER, CONCRETE | | | 0025 610-05527 622.000 TON | 50.00000 31100.00| 45.00000 27990.00| 67.25000 41829.50 HMA FOR APPROACHES | | | 0026 611-05332 904.000 SYS | 41.00000 37064.00| 45.00000 40680.00| 46.00000 41584.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0027 611-06497 11.000 EACH| 145.00000 1595.00| 175.00000 1925.00| 100.00000 1100.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 2.000 EACH| 185.00000 370.00| 200.00000 400.00| 135.00000 270.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06505 7.000 EACH| 265.00000 1855.00| 500.00000 3500.00| 450.00000 3150.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 410.00000 410.00| 1000.00000 1000.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 35.000 SYS | 4.40000 154.00| 3.00000 105.00| 1.50000 52.50 GEOTEXTILES | | | 0032 616-06405 28.000 TON | 89.00000 2492.00| 30.00000 840.00| 35.00000 980.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 520.00000 520.00| 525.00000 525.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01852 1085.000 SYS | 0.62000 672.70| 0.65000 705.25| 0.75000 813.75 MULCHED SEEDING, GRASS, 2 | | | 0035 621-06567 35.000 MG | 2.10000 73.50| 3.00000 105.00| 3.00000 105.00 WATER | | | 0036 621-06574 315.000 SYS | 2.40000 756.00| 4.00000 1260.00| 2.65000 834.75 SODDING | | | 0037 621-06575 8258.000 SYS | 2.40000 19819.20| 4.00000 33032.00| 2.65000 21883.70 SODDING, NURSERY | | | 0038 715-05151 1528.000 LFT | 26.50000 40492.00| 28.50000 43548.00| 50.00000 76400.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0039 715-05152 274.000 LFT | 29.50000 8083.00| 25.60000 7014.40| 56.00000 15344.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0040 715-05154 1149.000 LFT | 37.00000 42513.00| 27.75000 31884.75| 58.00000 66642.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0041 715-05156 256.000 LFT | 42.00000 10752.00| 33.50000 8576.00| 60.00000 15360.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0042 715-05203 12.000 LFT | 19.00000 228.00| 18.25000 219.00| 12.00000 144.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0043 715-44255 4538.000 LFT | 4.05000 18378.90| 3.50000 15883.00| 4.75000 21555.50 PIPE, GROUP K, 6 IN. | | | 0044 718-52610 411.000 CYS | 42.00000 17262.00| 31.00000 12741.00| 25.00000 10275.00 AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 3234.000 SYS | 1.55000 5012.70| 2.25000 7276.50| 1.25000 4042.50 GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-02984 1.000 EACH| 1800.00000 1800.00| 1200.00000 1200.00| 1375.00000 1375.00 INLET, R99 | | | 0047 720-45030 2.000 EACH| 2000.00000 4000.00| 900.00000 1800.00| 1750.00000 3500.00 INLET, E7 | | | 0048 720-45045 11.000 EACH| 1700.00000 18700.00| 1300.00000 14300.00| 1975.00000 21725.00 INLET, J10 | | | 0049 720-45055 9.000 EACH| 1700.00000 15300.00| 1300.00000 11700.00| 1975.00000 17775.00 INLET, M10 | | | 0050 720-45069 1.000 EACH| 1850.00000 1850.00| 1600.00000 1600.00| 3500.00000 3500.00 INLET, P12 | | | 0051 720-45410 11.000 EACH| 2600.00000 28600.00| 1400.00000 15400.00| 2795.00000 30745.00 MANHOLE, C4 | | | 0052 720-45605 3.000 LFT | 97.00000 291.00| 300.00000 900.00| 650.00000 1950.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0053 720-91973 1.000 EACH| 3000.00000 3000.00| 2100.00000 2100.00| 12700.00000 12700.00 MANHOLE, H4 | | | 0054 720-96129 1.000 EACH| 255.00000 255.00| 420.00000 420.00| 325.00000 325.00 CASTING, 4, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-98174 1.000 EACH| 2400.00000 2400.00| 1800.00000 1800.00| 2495.00000 2495.00 INLET, B15 | | | 0056 720-98555 1.000 EACH| 2400.00000 2400.00| 1800.00000 1800.00| 2495.00000 2495.00 INLET, C15 | | | 0057 801-04308 8.000 EACH| 235.00000 1880.00| 120.00000 960.00| 250.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06049 12380.000 LFT | 0.41000 5075.80| 0.26000 3218.80| 0.50000 6190.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0059 801-06606 40.000 EACH| 210.00000 8400.00| 65.00000 2600.00| 240.00000 9600.00 BARRICADE, IIIB | | | 0060 801-06625 19.000 EACH| 81.00000 1539.00| 30.00000 570.00| 90.00000 1710.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 55.000 EACH| 120.00000 6600.00| 75.00000 4125.00| 135.00000 7425.00 CONSTRUCTION SIGN, A | | | 0062 801-06643 2750.000 LFT | 1.05000 2887.50| 1.00000 2750.00| 1.15000 3162.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0063 801-06644 925.000 LFT | 1.05000 971.25| 1.00000 925.00| 1.15000 1063.75 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0064 801-06645 25.000 EACH| 46.00000 1150.00| 35.00000 875.00| 60.00000 1500.00 CONSTRUCTION SIGN, B | | | 0065 801-06647 8265.000 LFT | 0.41000 3388.65| 0.45000 3719.25| 0.50000 4132.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | 0066 801-06710 600.000 DAY | 21.00000 12600.00| 17.00000 10200.00| 24.00000 14400.00 FLASHING ARROW SIGN | | | 0067 801-98523 80.000 LFT | 2.00000 160.00| 2.25000 180.00| 2.20000 176.00 TEMPORARY PAINT, STOP LINE, 24 IN. | | | 0068 802-76020 25.000 SFT | 13.50000 337.50| 42.00000 1050.00| 15.00000 375.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0069 802-76025 50.000 SFT | 18.50000 925.00| 32.00000 1600.00| 20.00000 1000.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0070 802-76035 22.850 SFT | 21.00000 479.85| 115.00000 2627.75| 23.00000 525.55 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0071 802-76055 169.000 LFT | 4.10000 692.90| 10.00000 1690.00| 4.50000 760.50 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-93494 65.000 LFT | 4.60000 299.00| 15.00000 975.00| 5.15000 334.75 POST, ROUND, GALVANIZED | | | 0073 808-03179 5.000 EACH| 206.00000 1030.00| 100.00000 500.00| 230.00000 1150.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0074 808-06713 505.000 LFT | 0.25000 126.25| 0.45000 227.25| 0.30000 151.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 900.000 LFT | 0.25000 225.00| 0.45000 405.00| 0.30000 270.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0076 808-06716 920.000 LFT | 1.00000 920.00| 0.75000 690.00| 1.15000 1058.00 LINE, REMOVE | | | 0077 808-74812 330.000 LFT | 3.65000 1204.50| 3.50000 1155.00| 4.00000 1320.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0078 808-75051 590.000 LFT | 1.31000 772.90| 1.40000 826.00| 1.50000 885.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0079 808-75054 7497.000 LFT | 1.31000 9821.07| 1.40000 10495.80| 1.50000 11245.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0080 808-75059 967.000 LFT | 1.31000 1266.77| 1.40000 1353.80| 1.50000 1450.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0081 808-75063 170.000 LFT | 1.31000 222.70| 1.40000 238.00| 1.50000 255.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0082 808-75067 127.000 LFT | 6.20000 787.40| 7.50000 952.50| 7.00000 889.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0083 808-75071 8.000 EACH| 165.00000 1320.00| 85.00000 680.00| 185.00000 1480.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0084 808-75077 1.000 EACH| 600.00000 600.00| 250.00000 250.00| 675.00000 675.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC WORD, R X R | | | 0085 900-01925 12.000 MOS | 1450.00000 17400.00| 500.00000 6000.00| 1000.00000 12000.00 FIELD OFFICE, 550 SQ FT | | | 0086 920-06775 LUMP| 45000.00000 45000.00| 108500.00000 108500.00| 63800.00000 63800.00 MAINTAINING TRAFFIC | | | 0087 930-06845 LUMP| 28000.00000 28000.00| 48000.00000 48000.00| 36500.00000 36500.00 CONSTRUCTION ENGINEERING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/12/99 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,275,362.32 ROUTE : CALL ORDER : 130 CONTRACT ID : R -23801-A COUNTIES : MONROE LETTING DATE : 07/14/98 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-1357381 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 940-01001 LUMP| 95000.00000 95000.00| 33000.00000 33000.00| 82000.00000 82000.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 1,296,515.99| $ 1,357,542.55| $ 1,619,985.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,296,515.99| $ 1,357,542.55| $ 1,619,985.35 ====================================================================================================================================