S T A T E O F M I N N E S O T A D E P A R T M E N T …S T A T E O F M I N N E S O T A D E P A R T M...

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 12/28/12 PAGE : -1 TABULATION OF BIDS

LETTING : 12111600 CALL : 202 COUNTIES : RAMSEY

LETTING DATE : 11/16/12 9:30 A.M. JOB NO. : 120202 DISTRICT : M STATE PROJECT : 6280-308 ROUTE : TH 35E=390 LENGTH : CONTRACT NO. : 120202 START DATE: 01/14/13 COMPLETION DATE : 10/16/15 NUMBER OF DAYS: BRIDGE COUNT : 12

CONTRACT DESCRIPTION : CAYUGA: GRADING, BIT & CONC SURFACING, MULTI BRIDGES, ETC.

CONTRACT LOCATION: LOCATED ON T.H. 35E FROM 580' SOUTH OF UNIVERSITY AVE. TO 760' NORTH OF MARYLAND AVE.

RECOMMENDATION: AWARD TO LOW BIDDER--------------------------------------------------------------------

I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S):THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDSWERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER.

APPROVED: _________________________________________________________ STATE AID OR CONSTRUCTION ENGR

_________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS

-------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 119,834,500.00 103.5024% 100.0000% 1 0000841450 LUNDA/SHAFER JV $ 115,779,459.33 100.0000% 96.6161% 2 A420 AMES CONSTRUCTION $ 119,672,742.59 103.3627% 99.8650% 3 M300 C S MCCROSSAN CONST INC $ 122,272,866.60 105.6084% 102.0348% 4 K250 EDWARD KRAEMER & SONS INC $ 127,570,063.92 110.1837% 106.4552%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 RECONSTRUCT CAYUGA. | | |0010 2011601/00003 LUMP | 40000.00000 40000.00| 32057.59000 32057.59| 35000.00000 35000.00 CONSTRUCTION SURVEYING | | |0020 2011601/00010 LUMP | 36700.00000 36700.00| 103000.00000 103000.00| 33800.00000 33800.00 VIBRATION MONITORING | | |



LETTING DATE : 11/16/12 9:30 A.M. JOB NO. : 120202 DISTRICT : M STATE PROJECT : 6280-308 ROUTE : TH 35E=390 LENGTH : CONTRACT NO. : 120202 START DATE: 01/14/13 COMPLETION DATE : 10/16/15

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 2013602/00023 1.000 EACH | 60002.00000 60002.00| 65782.56000 65782.56| 70000.00000 70000.00 ROAD/WEATHER INFORMATION STATION | | |0040 2016601/08010 LUMP | 1970997.75000 1970997.75| 3973274.71000 3973274.71| 4500000.00000 4500000.00 SUPPLEMENTAL DESCRIPTION TEMPORARY | | | CONSTRUCTION & TRAFFIC CONTROL | | |0050 2021501/00010 LUMP | 2786235.50000 2786235.50| 6219896.40000 6219896.40| 5950000.00000 5950000.00 MOBILIZATION | | |0060 2031501/00042 1.000 EACH | 60000.00000 60000.00| 197000.00000 197000.00| 200000.00000 200000.00 FIELD OFFICE TYPE D-MODIFIED | | |0070 2031503/00041 1.000 EACH | 30000.00000 30000.00| 32000.00000 32000.00| 35000.00000 35000.00 FIELD LABORATORY TYPE DX | | |0080 2051501/00010 LUMP | 1.00000 1.00| 1.00000 1.00| 0.01000 0.01 MAINT AND RESTORATION OF HAUL ROADS | | |0090 2101501/00010 8.100 ACRE | 2500.00000 20250.00| 2500.00000 20250.00| 3000.00000 24300.00 CLEARING | | |0100 2101502/00010 306.000 TREE | 100.00000 30600.00| 100.00000 30600.00| 75.00000 22950.00 CLEARING | | |0110 2101506/00010 8.100 ACRE | 2300.00000 18630.00| 2500.00000 20250.00| 3000.00000 24300.00 GRUBBING | | |0120 2101507/00010 306.000 TREE | 100.00000 30600.00| 100.00000 30600.00| 75.00000 22950.00 GRUBBING | | |0130 2103501/00010 LUMP | 6666.67000 6666.67| 5101.00000 5101.00| 10000.00000 10000.00 BUILDING REMOVAL | | |0140 2103505/00020 1.000 EACH | 1000.00000 1000.00| 360.00000 360.00| 1000.00000 1000.00 DISCONNECT SEWER SERVICE | | |0150 2103507/00010 1.000 EACH | 1000.00000 1000.00| 1440.00000 1440.00| 1500.00000 1500.00 DISCONNECT WATER SERVICE | | |0160 2103607/00010 12.000 C Y | 50.00000 600.00| 100.00000 1200.00| 300.00000 3600.00 HAUL AND DISPOSAL OF NON-HAZARDOUS WAST | | |0170 2104501/00010 280.000 L F | 10.33000 2892.40| 10.00000 2800.00| 13.00000 3640.00 REMOVE PIPE CULVERTS | | |0180 2104501/00013 7665.000 L F | 10.00000 76650.00| 15.00000 114975.00| 13.00000 99645.00 REMOVE WATER MAIN | | |0190 2104501/00014 1626.000 L F | 150.00000 243900.00| 50.00000 81300.00| 65.00000 105690.00 REMOVE MANHOLES OR CATCH BASINS | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0200 2104501/00016 11348.000 L F | 10.00000 113480.00| 10.00000 113480.00| 11.00000 124828.00 REMOVE SEWER PIPE (STORM) | | |0210 2104501/00017 5033.000 L F | 10.00000 50330.00| 10.00000 50330.00| 11.00000 55363.00 REMOVE SEWER PIPE (SANITARY) | | |0220 2104501/00022 40143.000 L F | 2.50000 100357.50| 2.50000 100357.50| 1.20000 48171.60 REMOVE CURB AND GUTTER | | |0230 2104501/00030 1409.000 L F | 30.00000 42270.00| 50.00000 70450.00| 70.00000 98630.00 REMOVE CONCRETE RETAINING WALL | | |0240 2104501/00032 167.000 L F | 10.00000 1670.00| 50.00000 8350.00| 35.00000 5845.00 REMOVE WOOD RETAINING WALL | | |0250 2104501/00037 13347.000 L F | 2.40000 32032.80| 2.50000 33367.50| 2.50000 33367.50 REMOVE CHAIN LINK FENCE | | |0260 2104501/00041 511.000 L F | 2.00000 1022.00| 1.25000 638.75| 2.00000 1022.00 REMOVE CABLE GUARDRAIL | | |0270 2104501/00042 13532.000 L F | 3.00000 40596.00| 3.25000 43979.00| 3.00000 40596.00 REMOVE GUARD RAIL-PLATE BEAM | | |0280 2104501/00049 8205.000 L F | 13.28000 108962.40| 25.00000 205125.00| 12.00000 98460.00 REMOVE CONCRETE MEDIAN BARRIER | | |0290 2104501/00075 132.000 L F | 4.55000 600.60| 50.00000 6600.00| 35.00000 4620.00 REMOVE CONCRETE BLOCK WALL | | |0300 2104501/00085 72.000 L F | 8.00000 576.00| 25.00000 1800.00| 20.00000 1440.00 REMOVE WATER SERVICE PIPE | | |0310 2104501/00250 39.000 L F | 40.00000 1560.00| 139.76000 5450.64| 35.00000 1365.00 REMOVE SIGN WALKWAY | | |0320 2104503/00003 1680.000 S F | 2.34000 3931.20| 10.00000 16800.00| 3.50000 5880.00 REMOVE WOOD RETAINING WALL | | |0330 2104503/00019 60475.000 S F | 3.29000 198962.75| 0.50000 30237.50| 0.60000 36285.00 REMOVE CONCRETE SLAB | | |0340 2104505/00013 2699.000 S Y | 5.00000 13495.00| 5.00000 13495.00| 6.00000 16194.00 REMOVE CONCRETE MEDIAN | | |0350 2104505/00021 7493.000 S Y | 4.24000 31770.32| 4.50000 33718.50| 6.00000 44958.00 REMOVE CONCRETE WALK | | |0360 2104505/00100 4843.000 S Y | 8.04000 38937.72| 5.00000 24215.00| 7.00000 33901.00 REMOVE PAVEMENT | | |0370 2104505/00108 1183.000 S Y | 10.00000 11830.00| 5.00000 5915.00| 8.00000 9464.00 REMOVE CONCRETE DRIVEWAY PAVEMENT | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0380 2104505/00110 35644.000 S Y | 4.61000 164318.84| 5.00000 178220.00| 6.00000 213864.00 REMOVE CONCRETE PAVEMENT | | |0390 2104505/00111 2611.000 S Y | 10.00000 26110.00| 1.00000 2611.00| 6.00000 15666.00 REMOVE CONCRETE APPROACH PANEL | | |0400 2104505/00119 2547.000 S Y | 2.00000 5094.00| 5.00000 12735.00| 6.00000 15282.00 REMOVE BITUMINOUS DRIVEWAY PAVEMENT | | |0410 2104505/00120 100422.000 S Y | 2.00000 200844.00| 3.00000 301266.00| 3.00000 301266.00 REMOVE BITUMINOUS PAVEMENT | | |0420 2104509/00013 43.000 EACH | 250.14000 10756.02| 150.00000 6450.00| 150.00000 6450.00 REMOVE PIPE APRON | | |0430 2104509/00026 2.000 EACH | 1500.00000 3000.00| 2500.00000 5000.00| 1500.00000 3000.00 REMOVE MISCELLANEOUS STRUCTURES | | |0440 2104509/00037 2.000 EACH | 144.51000 289.02| 90.00000 180.00| 100.00000 200.00 REMOVE ANCHORAGE ASSEMBLY-CABLE | | |0450 2104509/00038 7.000 EACH | 109.42000 765.94| 90.00000 630.00| 100.00000 700.00 REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM | | |0460 2104509/00047 11.000 EACH | 30.00000 330.00| 39.94000 439.34| 50.00000 550.00 REMOVE WOOD POST | | |0470 2104509/00048 1.000 EACH | 353.09000 353.09| 479.80000 479.80| 600.00000 600.00 REMOVE LIGHTING UNIT | | |0480 2104509/00055 8.000 EACH | 254.96000 2039.68| 350.00000 2800.00| 350.00000 2800.00 REMOVE TWISTED END TREATMENT | | |0490 2104509/00098 7.000 EACH | 1000.00000 7000.00| 159.76000 1118.32| 500.00000 3500.00 REMOVE UTILITY VAULT | | |0500 2104509/00108 21.000 EACH | 138.60000 2910.60| 500.00000 10500.00| 500.00000 10500.00 REMOVE GATE VALVE & BOX | | |0510 2104509/00111 10.000 EACH | 460.85000 4608.50| 500.00000 5000.00| 700.00000 7000.00 REMOVE HYDRANT | | |0520 2104509/00126 1.000 EACH | 800.00000 800.00| 799.31000 799.31| 900.00000 900.00 REMOVE CCTV POLES | | |0530 2104509/00150 15.000 EACH | 500.00000 7500.00| 346.49000 5197.35| 800.00000 12000.00 REMOVE FOUNDATION | | |0540 2104509/00170 14.000 EACH | 20.00000 280.00| 35.00000 490.00| 35.00000 490.00 REMOVE DELINEATOR | | |0550 2104509/00180 4.000 EACH | 20.87000 83.48| 35.00000 140.00| 35.00000 140.00 REMOVE MARKER | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0560 2104509/00199 3.000 EACH | 500.00000 1500.00| 1500.00000 4500.00| 10.00000 30.00 REMOVE SIGN | | |0570 2104509/00201 1.000 EACH | 797.17000 797.17| 720.00000 720.00| 720.00000 720.00 REMOVE SIGN TYPE A | | |0580 2104509/00203 158.000 EACH | 35.86000 5665.88| 46.80000 7394.40| 50.00000 7900.00 REMOVE SIGN TYPE C | | |0590 2104509/00205 11.000 EACH | 93.40000 1027.40| 72.00000 792.00| 100.00000 1100.00 REMOVE SIGN TYPE D | | |0600 2104509/00209 9.000 EACH | 5000.00000 45000.00| 6695.83000 60262.47| 3500.00000 31500.00 REMOVE SIGN TYPE OH | | |0610 2104509/00220 10.000 EACH | 53.50000 535.00| 110.00000 1100.00| 110.00000 1100.00 REMOVE SIGN TYPE SPECIAL | | |0620 2104509/00290 2.000 EACH | 500.00000 1000.00| 266.62000 533.24| 300.00000 600.00 REMOVE SERVICE INSTALLATION | | |0630 2104509/00300 5.000 EACH | 500.00000 2500.00| 239.64000 1198.20| 250.00000 1250.00 REMOVE SERVICE EQUIPMENT | | |0640 2104509/00320 2.000 EACH | 3667.00000 7334.00| 6871.13000 13742.26| 7200.00000 14400.00 REMOVE SIGNAL SYSTEM | | |0650 2104509/00399 46.000 EACH | 236.39000 10873.94| 159.76000 7348.96| 200.00000 9200.00 REMOVE HANDHOLE | | |0660 2104509/00404 3.000 EACH | 263.62000 790.86| 239.64000 718.92| 300.00000 900.00 REMOVE BD 4 | | |0670 2104509/00409 3.000 EACH | 300.00000 900.00| 199.70000 599.10| 300.00000 900.00 REMOVE CABINET | | |0680 2104509/00500 6.000 EACH | 600.00000 3600.00| 290.00000 1740.00| 300.00000 1800.00 REMOVE SIGN PANEL TYPE OH | | |0690 2104509/00670 1.000 EACH | 10000.00000 10000.00| 33927.77000 33927.77| 1500.00000 1500.00 REMOVE RADIO TOWER | | |0700 2104509/00740 6.000 EACH | 360.00000 2160.00| 350.00000 2100.00| 350.00000 2100.00 REMOVE ECCENTRIC LOADER BCT | | |0710 2104509/00745 2.000 EACH | 304.65000 609.30| 350.00000 700.00| 350.00000 700.00 REMOVE ENERGY ABSORBING TERMINAL | | |0720 2104511/00011 4332.000 L F | 4.60000 19927.20| 5.00000 21660.00| 4.00000 17328.00 SAWING CONCRETE PAVEMENT (FULL DEPTH) | | |0730 2104513/00011 3013.000 L F | 2.08000 6267.04| 3.00000 9039.00| 2.00000 6026.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0740 2104523/00004 143.000 EACH | 177.97000 25449.71| 150.00000 21450.00| 200.00000 28600.00 SALVAGE CASTING | | |0750 2104523/00030 3.000 EACH | 560.83000 1682.49| 550.00000 1650.00| 550.00000 1650.00 SALVAGE IMPACT ATTENUATOR | | |0760 2104523/00415 4.000 EACH | 500.00000 2000.00| 119.82000 479.28| 150.00000 600.00 SALVAGE RAMP CONTROL SIGNAL | | |0770 2104523/00460 1.000 EACH | 2000.00000 2000.00| 362.47000 362.47| 400.00000 400.00 SALVAGE OUTDOOR FIBEROPTIC SPLICE | | | ENCLOSURE | | |0780 2104523/00465 1.000 EACH | 200.00000 200.00| 362.47000 362.47| 400.00000 400.00 SALVAGE FIBEROPTIC SPLICE/PATCH PANEL | | |0790 2104523/00470 1.000 EACH | 1000.00000 1000.00| 639.56000 639.56| 700.00000 700.00 SALVAGE FIBER OPTIC VAULT | | |0800 2104523/00536 1.000 EACH | 3000.00000 3000.00| 6210.63000 6210.63| 6500.00000 6500.00 SALVAGE DMS | | |0810 2104523/00539 1.000 EACH | 1000.00000 1000.00| 11648.00000 11648.00| 150.00000 150.00 SALVAGE SIGN | | |0820 2104523/00543 11.000 EACH | 45.18000 496.98| 65.00000 715.00| 65.00000 715.00 SALVAGE SIGN TYPE C | | |0830 2104523/00544 1.000 EACH | 132.94000 132.94| 90.00000 90.00| 90.00000 90.00 SALVAGE SIGN TYPE D | | |0840 2104523/00548 2.000 EACH | 95.62000 191.24| 110.00000 220.00| 110.00000 220.00 SALVAGE SIGN TYPE EO | | |0850 2104523/00606 8.000 EACH | 33.38000 267.04| 45.00000 360.00| 45.00000 360.00 SALVAGE SIGN PANEL TYPE C | | |0860 2104601/00060 LUMP | 8400.00000 8400.00| 4457.21000 4457.21| 5000.00000 5000.00 REMOVE CABLES | | |0870 2104601/00085 LUMP | 1500.00000 1500.00| 5350.00000 5350.00| 10000.00000 10000.00 REMOVE MISCELLANEOUS STRUCTURES | | |0880 2104601/00215 LUMP | 27328.00000 27328.00| 50000.00000 50000.00| 43000.00000 43000.00 REMOVE REGULATED WASTE MATERIAL | | | (UTILITY) | | |0890 2104601/01011 LUMP | 2000.00000 2000.00| 350.00000 350.00| 10000.00000 10000.00 HAUL SALVAGED MATERIAL | | |0900 2104603/00040 153.000 L F | 10.00000 1530.00| 20.00000 3060.00| 30.00000 4590.00 ABANDON WATER MAIN | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0910 2105601/00010 LUMP | 40000.00000 40000.00| 50000.00000 50000.00| 300000.00000 300000.00 DEWATERING | | |0920 2105604/00006 4053.000 S Y | 10.00000 40530.00| 8.00000 32424.00| 8.00000 32424.00 GEOMEMBRANE SYSTEM | | |0930 2105604/00035 1551.000 S Y | 2.19000 3396.69| 3.00000 4653.00| 3.00000 4653.00 GEOTEXTILE FABRIC TYPE V | | |0940 2105604/00056 7080.000 S Y | 458.67000 3247383.60| 435.00000 3079800.00| 435.00000 3079800.00 COLUMN SUPPORTED EMBANKMENT | | |0950 2105607/00053 1213.000 C Y | 45.00000 54585.00| 65.00000 78845.00| 50.00000 60650.00 RAILROAD TRACK BALLAST (CV) | | |0960 2105607/00082 21375.000 C Y | 15.56000 332595.00| 13.00000 277875.00| 10.00000 213750.00 COMMON BORROW SPECIAL (CV) | | |0970 2105607/00170 10647.000 C Y | 65.00000 692055.00| 65.00000 692055.00| 72.00000 766584.00 GEOFOAM | | |0980 2105609/00122 20000.000 TON | 17.00000 340000.00| 20.00000 400000.00| 28.00000 560000.00 HAUL & DISPOSE OF CONTAMINATED SOIL | | |0990 2105609/00125 60.000 TON | 420.00000 25200.00| 55.00000 3300.00| 500.00000 30000.00 HAUL&DISPOSE OF LEAD CONTAMINATED SOIL. | | |1000 2106607/00010 397538.000 C Y | 5.90000 2345474.20| 6.50000 2583997.00| 7.00000 2782766.00 EXCAVATION - COMMON | | |1010 2106607/00020 151717.000 C Y | 6.56000 995263.52| 6.50000 986160.50| 7.00000 1062019.00 EXCAVATION - SUBGRADE | | |1020 2106607/00030 20070.000 C Y | 7.06000 141694.20| 8.00000 160560.00| 7.00000 140490.00 EXCAVATION - MUCK | | |1030 2106607/00060 427170.000 C Y | 1.49000 636483.30| 1.75000 747547.50| 2.00000 854340.00 COMMON EMBANKMENT (CV) | | |1040 2106607/00070 156308.000 C Y | 16.17000 2527500.36| 14.00000 2188312.00| 10.00000 1563080.00 GRANULAR EMBANKMENT (CV) | | |1050 2106607/00080 72113.000 C Y | 13.72000 989390.36| 14.00000 1009582.00| 17.00000 1225921.00 SELECT GRANULAR EMBANKMENT (CV) | | |1060 2106607/00110 85931.000 C Y | 13.85000 1190144.35| 16.00000 1374896.00| 19.00000 1632689.00 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |1070 2106607/00120 20011.000 C Y | 9.93000 198709.23| 14.00000 280154.00| 10.00000 200110.00 SELECT GRANULAR EMBANKMENT MUCK (CV) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1080 2112501/00010 122.000 RDST | 200.00000 24400.00| 0.01000 1.22| 50.00000 6100.00 SUBGRADE PREPARATION | | |1090 2123514/00153 565.000 HOUR | 110.00000 62150.00| 0.01000 5.65| 110.00000 62150.00 2 CU YD FRONT END LOADER | | |1100 2123610/00045 1325.000 HOUR | 145.29000 192509.25| 100.00000 132500.00| 120.00000 159000.00 STREET SWEEPER (WITH PICKUP BROOM) | | |1110 2130501/00010 6.000 MGAL | 50.00000 300.00| 100.00000 600.00| 35.00000 210.00 WATER | | |1120 2211503/00050 10166.000 C Y | 20.14000 204743.24| 24.00000 243984.00| 17.00000 172822.00 AGGREGATE BASE (CV) CLASS 5 | | |1130 2211503/00060 21615.000 C Y | 18.72000 404632.80| 24.00000 518760.00| 17.00000 367455.00 AGGREGATE BASE (CV) CLASS 6 | | |1140 2221503/00020 254.000 C Y | 36.01000 9146.54| 50.00000 12700.00| 40.00000 10160.00 AGGREGATE SHOULDERING (CV) CLASS 2 | | |1150 2301531/00530 1530.000 L F | 49.61000 75903.30| 40.00000 61200.00| 50.00000 76500.00 EXPANSION JOINTS DESIGN E8H | | |1160 2301538/00010 6765.000 EACH | 15.44000 104451.60| 7.80000 52767.00| 7.35000 49722.75 DOWEL BAR | | |1170 2301553/00010 7781.000 S Y | 110.25000 857855.25| 65.00000 505765.00| 130.00000 1011530.00 BRIDGE APPROACH PANELS | | |1180 2301602/00016 1150.000 EACH | 22.05000 25357.50| 25.00000 28750.00| 15.00000 17250.00 DRILL & GROUT DOWEL BAR (EPOXY COATED) | | |1190 2301602/00231 50526.000 EACH | 16.76000 846815.76| 14.95000 755363.70| 16.25000 821047.50 1.25" DOWEL BAR (STAINLESS STEEL) | | |1200 2301604/01070 29125.000 S Y | 24.65000 717931.25| 29.30000 853362.50| 39.00000 1135875.00 CONCRETE PAVEMENT 7.0" | | |1210 2301604/01075 1584.000 S Y | 25.41000 40249.44| 32.35000 51242.40| 46.70000 73972.80 CONCRETE PAVEMENT 7.5" | | |1220 2301604/01080 14899.000 S Y | 26.19000 390204.81| 31.50000 469318.50| 48.55000 723346.45 CONCRETE PAVEMENT 8.0" | | |1230 2301604/01090 5459.000 S Y | 29.14000 159075.26| 35.65000 194613.35| 54.65000 298334.35 CONCRETE PAVEMENT 9.0" | | |1240 2301604/01100 82458.000 S Y | 31.65000 2609795.70| 32.25000 2659270.50| 43.30000 3570431.40 CONCRETE PAVEMENT 10.0" | | |1250 2301608/00021 420.000 LB | 11.03000 4632.60| 15.00000 6300.00| 12.00000 5040.00 DRILL AND GROUT REINFORCEMENT BARS | | | (EPOXY COATED) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1260 2301608/00210 31570.000 LB | 1.49000 47039.30| 1.40000 44198.00| 1.50000 47355.00 SUPPLEMENTAL PAVEMENT REINFORCEMENT | | | (EPOXY COATED) | | |1270 2302603/34020 120.000 L F | 155.00000 18600.00| 85.00000 10200.00| 93.65000 11238.00 FULL DEPTH REPAIR (TYPE CD-HV) | | |1280 2302618/21000 200.000 S F | 45.00000 9000.00| 45.00000 9000.00| 35.00000 7000.00 PARTIAL DEPTH REPAIR (TYPE BA) | | |1290 2302618/25000 20.000 S F | 35.00000 700.00| 90.00000 1800.00| 40.00000 800.00 PARTIAL DEPTH REPAIR (TYPE BE) | | |1300 2360501/23300 12479.000 TON | 74.20000 925941.80| 72.45000 904103.55| 71.20000 888504.80 TYPE SP 12.5 WEARING COURSE MIXTURE (3, | | | C) | | |1310 2360501/25500 1018.000 TON | 75.31000 76665.58| 71.80000 73092.40| 70.55000 71819.90 TYPE SP 12.5 WEARING COURSE MIXTURE (5, | | | E) | | |1320 2360502/23200 2475.000 TON | 72.08000 178398.00| 66.55000 164711.25| 65.30000 161617.50 TYPE SP 12.5 NON WEARING COURSE MIXTURE | | | (3,B) | | |1330 2360505/20100 5.000 TON | 263.64000 1318.20| 351.25000 1756.25| 350.00000 1750.00 TYPE SP 12.5 BITUMINOUS MIXTURE FOR | | | PATCHING | | |1340 2401501/03643 326.000 C Y | 500.00000 163000.00| 350.00000 114100.00| 325.00000 105950.00 STRUCTURAL CONCRETE (3Y43) | | |1350 2401513/01146 205.000 L F | 50.00000 10250.00| 50.00000 10250.00| 75.00000 15375.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |1360 2401513/01746 93.000 L F | 50.00000 4650.00| 50.00000 4650.00| 100.00000 9300.00 TYPE F (TL-5) WITH GLARE SCREEN RAIL | | | CONCRETE (3Y46) | | |1370 2401513/07146 571.000 L F | 60.00000 34260.00| 50.00000 28550.00| 85.00000 48535.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |1380 2401513/07247 152.000 L F | 70.00000 10640.00| 50.00000 7600.00| 100.00000 15200.00 TYPE MOD P-2 (TL-4) RAILING CONCRETE | | | (3Y46) | | |1390 2401513/07447 6261.000 L F | 50.00000 313050.00| 50.00000 313050.00| 52.00000 325572.00 TYPE MOD P-4 (TL-4) RAILING CONCRETE | | | (3Y46) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1400 2401514/03646 289.000 L F | 50.00000 14450.00| 60.00000 17340.00| 60.00000 17340.00 MEDIAN BARRIER CONCRETE (3Y46) | | |1410 2401618/00002 6296.000 S F | 2.00000 12592.00| 2.25000 14166.00| 1.88000 11836.48 SPECIAL SURFACE FINISH (INPLACE) | | |1420 2402583/00100 906.000 L F | 150.00000 135900.00| 70.00000 63420.00| 90.00000 81540.00 ORNAMENTAL METAL RAILING TYPE SPECIAL | | |1430 2402584/00101 149.000 L F | 120.00000 17880.00| 70.00000 10430.00| 90.00000 13410.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |1440 2411501/01143 4990.000 C Y | 400.00000 1996000.00| 350.00000 1746500.00| 300.00000 1497000.00 STRUCTURAL CONCRETE (1A43) | | |1450 2411501/01342 157.000 C Y | 400.00000 62800.00| 200.00000 31400.00| 450.00000 70650.00 STRUCTURAL CONCRETE (1C42) | | |1460 2411501/03243 7202.000 C Y | 500.00000 3601000.00| 400.00000 2880800.00| 400.00000 2880800.00 STRUCTURAL CONCRETE (3Y43) | | |1470 2411541/00010 373038.000 LB | 1.10000 410341.80| 1.00000 373038.00| 1.00000 373038.00 REINFORCEMENT BARS | | |1480 2411541/00011 1015956.000 LB | 1.20000 1219147.20| 1.10000 1117551.60| 1.10000 1117551.60 REINFORCEMENT BARS (EPOXY COATED) | | |1490 2411603/00090 25.000 L F | 95.00000 2375.00| 430.00000 10750.00| 350.00000 8750.00 CONCRETE STEPS-DESIGN SPECIAL | | |1500 2411604/00110 2875.000 S Y | 325.00000 934375.00| 365.00000 1049375.00| 350.00000 1006250.00 MECHANICALLY STABILIZED EARTH WALL | | |1510 2411618/00005 49.000 S F | 42.00000 2058.00| 50.00000 2450.00| 50.00000 2450.00 MODULAR BLOCK RETAINING WALL | | |1520 2411618/00220 150029.000 S F | 2.00000 300058.00| 1.05000 157530.45| 1.09000 163531.61 ANTI-GRAFFITI COATING | | |1530 2411618/00320 150029.000 S F | 5.00000 750145.00| 2.25000 337565.25| 2.01000 301558.29 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |1537 2411618/00507 12410.000 S F | 13.00000 161330.00| 5.00000 62050.00| 8.50000 105485.00 ARCHITECTURAL CONCRETE TEXTURE (SMOOTH | | | BLOCK) | | |1540 2411618/00535 78903.000 S F | 9.81000 774038.43| 20.00000 1578060.00| 7.00000 552321.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1550 2411618/00542 1511.000 S F | 9.81000 14822.91| 20.00000 30220.00| 6.00000 9066.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |1560 2422601/00020 LUMP | 120000.00000 120000.00| 40000.00000 40000.00| 50000.00000 50000.00 ARCHITECTURAL TREATMENT | | |1570 2422603/00090 616.000 L F | 32.18000 19822.88| 65.00000 40040.00| 65.00000 40040.00 GLUE LAMINATED RUB RAIL | | |1580 2422603/03609 12484.000 L F | 40.00000 499360.00| 35.00000 436940.00| 50.00000 624200.00 CONCRETE POSTS 12"X18" | | |1590 2422618/00050 38005.000 S F | 10.00000 380050.00| 9.00000 342045.00| 9.00000 342045.00 WOOD NOISE BARRIER | | |1600 2422618/00060 12461.000 S F | 35.00000 436135.00| 10.60000 132086.60| 15.00000 186915.00 WOOD NOISE BARRIER (STRUCTURE MOUNTED) | | |1610 2451507/00030 1200.000 C Y | 30.00000 36000.00| 15.00000 18000.00| 12.00000 14400.00 GRANULAR BEDDING (CV) | | |1620 2451509/00030 5635.000 C Y | 30.00000 169050.00| 15.00000 84525.00| 15.00000 84525.00 AGGREGATE BEDDING (CV) | | |1630 2452507/02000 37809.000 L F | 30.00000 1134270.00| 25.00000 945225.00| 31.00000 1172079.00 C-I-P CONCRETE PILING DELIVERED 12" | | |1640 2452508/02000 37809.000 L F | 1.00000 37809.00| 1.00000 37809.00| 1.00000 37809.00 C-I-P CONCRETE PILING DRIVEN 12" | | |1650 2452510/01000 3990.000 L F | 2.00000 7980.00| 1.00000 3990.00| 1.00000 3990.00 STEEL H-PILING DRIVEN 10" | | |1660 2452511/01000 3990.000 L F | 40.00000 159600.00| 30.00000 119700.00| 30.00000 119700.00 STEEL H-PILING DELIVERED 10" | | |1670 2452603/02010 3489.000 L F | 22.00000 76758.00| 50.00000 174450.00| 12.00000 41868.00 PREBORING (EARTH) | | |1680 2452618/00012 500.000 S F | 46.43000 23215.00| 50.00000 25000.00| 40.00000 20000.00 STEEL SHEET PILING (PERMANENT) | | |1690 2501515/90150 5.000 EACH | 426.18000 2130.90| 500.00000 2500.00| 300.00000 1500.00 15" RC PIPE APRON | | |1700 2501515/90180 9.000 EACH | 461.74000 4155.66| 525.00000 4725.00| 400.00000 3600.00 18" RC PIPE APRON | | |1710 2501515/90210 1.000 EACH | 495.17000 495.17| 575.00000 575.00| 350.00000 350.00 21" RC PIPE APRON | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1720 2501515/90240 13.000 EACH | 566.12000 7359.56| 625.00000 8125.00| 400.00000 5200.00 24" RC PIPE APRON | | |1730 2501515/90300 3.000 EACH | 718.05000 2154.15| 800.00000 2400.00| 450.00000 1350.00 30" RC PIPE APRON | | |1740 2501515/90360 6.000 EACH | 1235.28000 7411.68| 1100.00000 6600.00| 600.00000 3600.00 36" RC PIPE APRON | | |1750 2501515/90660 1.000 EACH | 2462.27000 2462.27| 3000.00000 3000.00| 1200.00000 1200.00 66" RC PIPE APRON | | |1760 2501561/90155 16.000 L F | 41.44000 663.04| 50.00000 800.00| 30.00000 480.00 15" RC PIPE CULVERT DESIGN 3006 CLASS V | | |1770 2501561/90185 54.000 L F | 44.95000 2427.30| 50.00000 2700.00| 40.00000 2160.00 18" RC PIPE CULVERT DESIGN 3006 CLASS V | | |1780 2501561/90243 412.000 L F | 67.58000 27842.96| 38.00000 15656.00| 35.00000 14420.00 24" RC PIPE CULVERT DESIGN 3006 CLASS | | | III | | |1790 2501561/90363 24.000 L F | 111.91000 2685.84| 100.00000 2400.00| 55.00000 1320.00 36" RC PIPE CULVERT DESIGN 3006 CLASS | | | III | | |1810 2502501/00040 6.000 EACH | 210.07000 1260.42| 250.00000 1500.00| 200.00000 1200.00 4" PRECAST CONCRETE HEADWALL | | |1820 2502521/01040 2772.000 L F | 5.50000 15246.00| 10.00000 27720.00| 6.00000 16632.00 4" TP PIPE DRAIN | | |1830 2502521/01120 191.000 L F | 31.14000 5947.74| 30.00000 5730.00| 30.00000 5730.00 12" TP PIPE DRAIN | | |1840 2502541/01040 13823.000 L F | 7.08000 97866.84| 7.00000 96761.00| 6.00000 82938.00 4" PERF TP PIPE DRAIN | | |1850 2502541/01060 2775.000 L F | 8.97000 24891.75| 10.00000 27750.00| 15.00000 41625.00 6" PERF TP PIPE DRAIN | | |1860 2502602/00406 5.000 EACH | 250.00000 1250.00| 350.00000 1750.00| 500.00000 2500.00 6" PVC PIPE DRAIN CLEANOUT | | |1870 2502602/00412 2.000 EACH | 1000.00000 2000.00| 1200.00000 2400.00| 800.00000 1600.00 12" PVC PIPE DRAIN CLEANOUT | | |1880 2503511/13060 282.000 L F | 24.26000 6841.32| 30.00000 8460.00| 30.00000 8460.00 6" PVC PIPE SEWER | | |1890 2503511/13080 297.000 L F | 26.00000 7722.00| 33.00000 9801.00| 35.00000 10395.00 8" PVC PIPE SEWER | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1900 2503511/13120 1252.000 L F | 44.57000 55801.64| 45.00000 56340.00| 35.00000 43820.00 12" PVC PIPE SEWER | | |1910 2503519/09030 1.000 EACH | 240.13000 240.13| 15000.00000 15000.00| 12000.00000 12000.00 FLAP GATE FOR 30" RC PIPE | | |1920 2503541/90125 1880.000 L F | 34.44000 64747.20| 28.00000 52640.00| 25.00000 47000.00 12" RC PIPE SEWER DESIGN 3006 CLASS V | | |1930 2503541/90155 12747.000 L F | 37.23000 474570.81| 30.00000 382410.00| 30.00000 382410.00 15" RC PIPE SEWER DESIGN 3006 CLASS V | | |1940 2503541/90181 496.000 L F | 35.00000 17360.00| 90.00000 44640.00| 42.00000 20832.00 18" RC PIPE SEWER DESIGN 3006 SPECIAL | | |1950 2503541/90185 5651.000 L F | 40.93000 231295.43| 33.00000 186483.00| 30.64000 173146.64 18" RC PIPE SEWER DESIGN 3006 CLASS V | | |1960 2503541/90213 619.000 L F | 40.60000 25131.40| 35.00000 21665.00| 35.00000 21665.00 21" RC PIPE SEWER DESIGN 3006 CLASS III | | |1970 2503541/90214 41.000 L F | 163.96000 6722.36| 50.00000 2050.00| 35.00000 1435.00 21" RC PIPE SEWER DESIGN 3006 CLASS IV | | |1980 2503541/90215 200.000 L F | 44.09000 8818.00| 55.00000 11000.00| 35.00000 7000.00 21" RC PIPE SEWER DESIGN 3006 CLASS V | | |1990 2503541/90243 2483.000 L F | 51.06000 126781.98| 38.00000 94354.00| 35.00000 86905.00 24" RC PIPE SEWER DESIGN 3006 CLASS III | | |2000 2503541/90244 570.000 L F | 54.84000 31258.80| 43.00000 24510.00| 40.00000 22800.00 24" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2010 2503541/90245 1481.000 L F | 60.79000 90029.99| 67.00000 99227.00| 40.00000 59240.00 24" RC PIPE SEWER DESIGN 3006 CLASS V | | |2020 2503541/90249 90.000 L F | 490.65000 44158.50| 725.00000 65250.00| 650.00000 58500.00 24" RC PIPE SEWER DESIGN 3006 CLASS | | | V-JACKED | | |2030 2503541/90271 231.000 L F | 100.00000 23100.00| 135.00000 31185.00| 70.00000 16170.00 27" RC PIPE SEWER DESIGN 3006 SPECIAL | | |2040 2503541/90273 358.000 L F | 58.11000 20803.38| 49.00000 17542.00| 40.00000 14320.00 27" RC PIPE SEWER DESIGN 3006 CLASS III | | |2050 2503541/90274 305.000 L F | 64.20000 19581.00| 65.00000 19825.00| 45.00000 13725.00 27" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2060 2503541/90275 604.000 L F | 78.34000 47317.36| 250.00000 151000.00| 55.00000 33220.00 27" RC PIPE SEWER DESIGN 3006 CLASS V | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2070 2503541/90279 218.000 L F | 500.00000 109000.00| 310.00000 67580.00| 720.00000 156960.00 27" RC PIPE SEWER DESIGN 3006 CLASS | | | V-JACKED | | |2080 2503541/90301 247.000 L F | 60.00000 14820.00| 140.00000 34580.00| 70.00000 17290.00 30" RC PIPE SEWER DESIGN 3006 SPECIAL | | |2090 2503541/90303 276.000 L F | 69.87000 19284.12| 55.00000 15180.00| 50.00000 13800.00 30" RC PIPE SEWER DESIGN 3006 CLASS III | | |2100 2503541/90304 297.000 L F | 77.64000 23059.08| 72.00000 21384.00| 50.00000 14850.00 30" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2110 2503541/90305 165.000 L F | 97.52000 16090.80| 92.00000 15180.00| 60.00000 9900.00 30" RC PIPE SEWER DESIGN 3006 CLASS V | | |2120 2503541/90334 110.000 L F | 94.15000 10356.50| 80.00000 8800.00| 60.00000 6600.00 33" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2130 2503541/90362 629.000 L F | 91.50000 57553.50| 72.00000 45288.00| 60.00000 37740.00 36" RC PIPE SEWER DESIGN 3006 | | |2140 2503541/90363 667.000 L F | 96.47000 64345.49| 77.00000 51359.00| 60.00000 40020.00 36" RC PIPE SEWER DESIGN 3006 CLASS III | | |2150 2503541/90365 233.000 L F | 128.11000 29849.63| 121.00000 28193.00| 75.00000 17475.00 36" RC PIPE SEWER DESIGN 3006 CLASS V | | |2160 2503541/90423 175.000 L F | 125.00000 21875.00| 96.00000 16800.00| 75.00000 13125.00 42" RC PIPE SEWER DESIGN 3006 CLASS III | | |2170 2503541/90424 305.000 L F | 130.00000 39650.00| 118.00000 35990.00| 80.00000 24400.00 42" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2180 2503541/90425 28.000 L F | 150.00000 4200.00| 150.00000 4200.00| 100.00000 2800.00 42" RC PIPE SEWER DESIGN 3006 CLASS V | | |2190 2503541/90483 517.000 L F | 148.77000 76914.09| 160.00000 82720.00| 100.00000 51700.00 48" RC PIPE SEWER DESIGN 3006 CLASS III | | |2200 2503541/90484 627.000 L F | 169.50000 106276.50| 176.00000 110352.00| 130.00000 81510.00 48" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2210 2503541/90485 697.000 L F | 202.19000 140926.43| 183.00000 127551.00| 150.00000 104550.00 48" RC PIPE SEWER DESIGN 3006 CLASS V | | |2220 2503541/90605 280.000 L F | 275.00000 77000.00| 360.00000 100800.00| 230.00000 64400.00 60" RC PIPE SEWER DESIGN 3006 CLASS V | | |2230 2503541/90665 1174.000 L F | 306.50000 359831.00| 265.00000 311110.00| 240.00000 281760.00 66" RC PIPE SEWER DESIGN 3006 CLASS V | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2240 2503541/90903 271.000 L F | 419.89000 113790.19| 425.00000 115175.00| 350.00000 94850.00 90" RC PIPE SEWER DESIGN 3006 CL III | | |2250 2503601/00001 LUMP | 75000.00000 75000.00| 75000.00000 75000.00| 30000.00000 30000.00 SEWER INSPECTION | | |2260 2503602/00032 2.000 EACH | 138.76000 277.52| 5000.00000 10000.00| 1000.00000 2000.00 CONSTRUCT BULKHEAD | | |2270 2503602/00040 15.000 EACH | 800.52000 12007.80| 1000.00000 15000.00| 1000.00000 15000.00 CONNECT TO EXISTING SANITARY SEWER | | |2280 2503602/00042 23.000 EACH | 600.00000 13800.00| 1000.00000 23000.00| 500.00000 11500.00 CONNECT TO EXISTING STORM SEWER | | |2290 2503603/00045 4337.000 L F | 20.00000 86740.00| 12.00000 52044.00| 17.00000 73729.00 PLUG FILL & ABANDON PIPE SEWER | | |2300 2503603/01127 2091.000 L F | 80.00000 167280.00| 79.00000 165189.00| 80.00000 167280.00 12" DUCTILE IRON PIPE SEWER CL 53 | | |2310 2503603/02240 64.000 L F | 200.00000 12800.00| 750.00000 48000.00| 500.00000 32000.00 24" SPLIT STEEL CASING PIPE | | |2320 2503603/02420 37.000 L F | 300.00000 11100.00| 2000.00000 74000.00| 800.00000 29600.00 42" SPLIT STEEL CASING PIPE | | |2330 2503603/02540 309.000 L F | 400.00000 123600.00| 700.00000 216300.00| 850.00000 262650.00 54" SPLIT STEEL CASING PIPE | | |2340 2503603/02780 140.000 L F | 550.00000 77000.00| 2400.00000 336000.00| 1500.00000 210000.00 78" SPLIT STEEL CASING PIPE | | |2350 2503603/03240 877.000 L F | 130.00000 114010.00| 60.00000 52620.00| 125.00000 109625.00 24" STEEL CASING PIPE | | |2360 2504601/00040 LUMP | 40000.00000 40000.00| 25000.00000 25000.00| 10000.00000 10000.00 TEMPORARY WATER SERVICE | | |2370 2504602/00010 9.000 EACH | 1200.00000 10800.00| 3000.00000 27000.00| 2000.00000 18000.00 CONNECT TO EXISTING WATER MAIN | | |2380 2504602/00020 6.000 EACH | 3400.00000 20400.00| 3500.00000 21000.00| 4500.00000 27000.00 HYDRANT | | |2390 2504602/00025 12.000 EACH | 500.00000 6000.00| 1000.00000 12000.00| 1000.00000 12000.00 ADJUST HYDRANT | | |2400 2504602/00034 30.000 EACH | 200.00000 6000.00| 250.00000 7500.00| 500.00000 15000.00 ADJUST VALVE BOX | | |2410 2504602/00712 2.000 EACH | 1800.00000 3600.00| 2600.00000 5200.00| 3000.00000 6000.00 12" BUTTERFLY VALVE AND BOX | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2420 2504602/00716 2.000 EACH | 2700.00000 5400.00| 4000.00000 8000.00| 5000.00000 10000.00 16" BUTTERFLY VALVE AND BOX | | |2430 2504602/00730 7.000 EACH | 5000.00000 35000.00| 14000.00000 98000.00| 11000.00000 77000.00 30" BUTTERFLY VALVE AND BOX | | |2440 2504602/00806 7.000 EACH | 1000.00000 7000.00| 1300.00000 9100.00| 1000.00000 7000.00 6" GATE VALVE AND BOX | | |2450 2504603/00015 1000.000 L F | 80.00000 80000.00| 60.00000 60000.00| 35.00000 35000.00 INSTALL WATERMAIN | | |2460 2504603/00710 141.000 L F | 30.00000 4230.00| 100.00000 14100.00| 20.00000 2820.00 1" TYPE K COPPER PIPE | | |2470 2504603/00720 56.000 L F | 35.00000 1960.00| 100.00000 5600.00| 35.00000 1960.00 2" TYPE K COPPER PIPE | | |2482 2504603/01063 196.000 L F | 35.00000 6860.00| 46.00000 9016.00| 50.00000 9800.00 6" WATERMAIN DUCTILE IRON CL 53 | | |2490 2504603/01122 298.000 L F | 65.00000 19370.00| 65.00000 19370.00| 55.00000 16390.00 12" WATERMAIN DUCTILE IRON CL 52 | | |2500 2504603/01162 780.000 L F | 80.00000 62400.00| 95.00000 74100.00| 100.00000 78000.00 16" WATERMAIN DUCTILE IRON CL 52 | | |2510 2504603/01302 3735.000 L F | 200.00000 747000.00| 170.00000 634950.00| 200.00000 747000.00 30" WATERMAIN DUCTILE IRON CL 52 | | |2520 2504603/04300 277.000 L F | 200.00000 55400.00| 200.00000 55400.00| 200.00000 55400.00 30" STEEL CASING PIPE | | |2530 2504603/04301 160.000 L F | 300.00000 48000.00| 550.00000 88000.00| 525.00000 84000.00 30" STEEL CASING PIPE (JACKED) | | |2540 2504603/04480 100.000 L F | 400.00000 40000.00| 300.00000 30000.00| 550.00000 55000.00 48" STEEL CASING PIPE | | |2550 2504603/04481 95.000 L F | 450.00000 42750.00| 750.00000 71250.00| 750.00000 71250.00 48" STEEL CASING PIPE (JACKED) | | |2560 2504603/07160 30.000 L F | 195.00000 5850.00| 600.00000 18000.00| 500.00000 15000.00 16" SPILT STEEL CASING PIPE | | |2570 2504604/00100 300.000 S Y | 33.00000 9900.00| 40.00000 12000.00| 30.00000 9000.00 4" INSULATION | | |2580 2504608/00020 111616.000 LB | 6.00000 669696.00| 5.50000 613888.00| 4.00000 446464.00 DUCTILE IRON FITTINGS | | |2590 2506501/00012 241.000 L F | 260.00000 62660.00| 275.00000 66275.00| 200.00000 48200.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2600 2506501/00080 172.000 L F | 210.00000 36120.00| 200.00000 34400.00| 230.00000 39560.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |2610 2506501/00100 66.000 L F | 250.00000 16500.00| 275.00000 18150.00| 250.00000 16500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN J | | |2620 2506501/00140 61.000 L F | 230.00000 14030.00| 200.00000 12200.00| 230.00000 14030.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN N | | |2630 2506501/00306 446.000 L F | 250.00000 111500.00| 275.00000 122650.00| 200.00000 89200.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 6 | | |2640 2506501/00307 313.000 L F | 350.00000 109550.00| 575.00000 179975.00| 300.00000 93900.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 7 | | |2650 2506501/00308 151.000 L F | 600.00000 90600.00| 550.00000 83050.00| 400.00000 60400.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 8 | | |2660 2506501/00309 224.000 L F | 450.00000 100800.00| 825.00000 184800.00| 500.00000 112000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 9 | | |2670 2506501/00310 36.000 L F | 600.00000 21600.00| 650.00000 23400.00| 500.00000 18000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 10 | | |2680 2506501/02420 626.000 L F | 200.00000 125200.00| 300.00000 187800.00| 200.00000 125200.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 48-4020 | | |2690 2506501/03020 174.000 L F | 340.00000 59160.00| 425.00000 73950.00| 400.00000 69600.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |2700 2506501/03620 33.000 L F | 425.00000 14025.00| 575.00000 18975.00| 600.00000 19800.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 72-4020 | | |2710 2506501/03920 7.000 L F | 600.00000 4200.00| 625.00000 4375.00| 700.00000 4900.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 78-4020 | | |2720 2506501/04220 23.000 L F | 700.00000 16100.00| 650.00000 14950.00| 800.00000 18400.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2730 2506501/04820 7.000 L F | 840.00000 5880.00| 900.00000 6300.00| 1500.00000 10500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 96-4020 | | |2740 2506501/05420 11.000 L F | 1200.00000 13200.00| 1200.00000 13200.00| 1800.00000 19800.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 108-4020 | | |2750 2506501/06020 11.000 L F | 1350.00000 14850.00| 1500.00000 16500.00| 2500.00000 27500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 120-4020 | | |2760 2506516/00010 368.000 EACH | 630.00000 231840.00| 650.00000 239200.00| 650.00000 239200.00 CASTING ASSEMBLY | | |2770 2506602/00002 7.000 EACH | 1100.00000 7700.00| 2000.00000 14000.00| 1000.00000 7000.00 RECONSTRUCT DRAINAGE STRUCTURE | | |2780 2506602/00009 53.000 EACH | 750.00000 39750.00| 250.00000 13250.00| 300.00000 15900.00 ADJUST FRAME & RING CASTING | | |2790 2506602/00019 31.000 EACH | 647.54000 20073.74| 1000.00000 31000.00| 500.00000 15500.00 CONNECT INTO EXISTING DRAINAGE STRUCTUR | | |2800 2506602/00050 10.000 EACH | 3800.00000 38000.00| 5000.00000 50000.00| 3500.00000 35000.00 CONSTRUCT CONTROL STRUCTURE | | |2810 2506602/00080 13.000 EACH | 2500.00000 32500.00| 3500.00000 45500.00| 3500.00000 45500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL | | |2820 2506602/00081 1.000 EACH | 3500.00000 3500.00| 5250.00000 5250.00| 4500.00000 4500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 1 | | |2830 2506602/00082 5.000 EACH | 5000.00000 25000.00| 11500.00000 57500.00| 10000.00000 50000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 2 | | |2840 2506602/00083 3.000 EACH | 6000.00000 18000.00| 16000.00000 48000.00| 20000.00000 60000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 3 | | |2850 2506602/00084 2.000 EACH | 6000.00000 12000.00| 14300.00000 28600.00| 6000.00000 12000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 4 | | |2860 2506602/00211 1.000 EACH | 10000.00000 10000.00| 60000.00000 60000.00| 50000.00000 50000.00 CONSTRUCT DRAINAGE STURCTURE DESIGN | | | SPECIAL 11 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2870 2506602/00212 2.000 EACH | 11000.00000 22000.00| 60000.00000 120000.00| 40000.00000 80000.00 CONSTRUCT DRAINAGE STURCTURE DESIGN | | | SPECIAL 12 | | |2880 2511501/00012 219.000 C Y | 80.00000 17520.00| 100.00000 21900.00| 100.00000 21900.00 RANDOM RIPRAP CLASS II | | |2890 2511501/00013 103.000 C Y | 80.00000 8240.00| 100.00000 10300.00| 100.00000 10300.00 RANDOM RIPRAP CLASS III | | |2900 2511501/00014 393.000 C Y | 75.00000 29475.00| 100.00000 39300.00| 100.00000 39300.00 RANDOM RIPRAP CLASS IV | | |2910 2511515/00014 7692.000 S Y | 2.00000 15384.00| 3.00000 23076.00| 2.00000 15384.00 GEOTEXTILE FILTER TYPE IV | | |2920 2511515/00015 1541.000 S Y | 2.20000 3390.20| 3.00000 4623.00| 2.00000 3082.00 GEOTEXTILE FILTER TYPE V | | |2930 2515604/00032 5473.000 S Y | 100.00000 547300.00| 65.00000 355745.00| 60.00000 328380.00 ARTICULATED BLOCK MAT CLOSED CELL TYPE | | |2940 2521501/00030 23344.000 S F | 3.00000 70032.00| 2.85000 66530.40| 2.85000 66530.40 3" CONCRETE WALK | | |2950 2521501/00040 65517.000 S F | 3.20000 209654.40| 3.45000 226033.65| 3.45000 226033.65 4" CONCRETE WALK | | |2960 2521501/00042 4094.000 S F | 6.00000 24564.00| 6.50000 26611.00| 6.50000 26611.00 4" CONCRETE WALK SPECIAL | | |2970 2521501/00060 42594.000 S F | 3.60000 153338.40| 4.20000 178894.80| 4.20000 178894.80 6" CONCRETE WALK | | |2980 2521618/00005 2134.000 S F | 6.00000 12804.00| 6.40000 13657.60| 6.40000 13657.60 CONCRETE WALK | | |2990 2531501/02000 348.000 L F | 130.00000 45240.00| 72.00000 25056.00| 80.00000 27840.00 CONCRETE CURB & GUTTER DESIGN SPECIAL | | |3000 2531501/02120 7299.000 L F | 12.00000 87588.00| 12.80000 93427.20| 13.25000 96711.75 CONCRETE CURB & GUTTER DESIGN B424 | | |3010 2531501/02310 5388.000 L F | 20.00000 107760.00| 12.80000 68966.40| 9.95000 53610.60 CONCRETE CURB & GUTTER DESIGN B612 | | |3020 2531501/02320 23123.000 L F | 13.00000 300599.00| 12.80000 295974.40| 12.95000 299442.85 CONCRETE CURB & GUTTER DESIGN B624 | | |3030 2531501/02520 143.000 L F | 35.00000 5005.00| 22.00000 3146.00| 17.50000 2502.50 CONCRETE CURB & GUTTER DESIGN B824 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3040 2531501/04120 695.000 L F | 18.00000 12510.00| 14.50000 10077.50| 18.50000 12857.50 CONCRETE CURB & GUTTER DESIGN D424 | | |3050 2531502/00200 1435.000 L F | 25.00000 35875.00| 9.60000 13776.00| 14.50000 20807.50 CONCRETE CURB DESIGN SPECIAL | | |3060 2531502/00823 1112.000 L F | 17.00000 18904.00| 9.60000 10675.20| 15.50000 17236.00 CONCRETE CURB DESIGN BR4-7 | | |3070 2531502/00923 2733.000 L F | 18.00000 49194.00| 9.60000 26236.80| 14.25000 38945.25 CONCRETE CURB DESIGN DR4-7 | | |3080 2531502/00924 1230.000 L F | 17.50000 21525.00| 9.60000 11808.00| 14.50000 17835.00 CONCRETE CURB DESIGN DR4-8 | | |3090 2531502/00926 3107.000 L F | 20.00000 62140.00| 9.60000 29827.20| 15.00000 46605.00 CONCRETE CURB DESIGN DR4-10 | | |3100 2531507/00060 182.000 S Y | 45.00000 8190.00| 44.00000 8008.00| 42.50000 7735.00 6" CONCRETE DRIVEWAY PAVEMENT | | |3110 2531507/00080 957.000 S Y | 50.00000 47850.00| 52.00000 49764.00| 52.00000 49764.00 8" CONCRETE DRIVEWAY PAVEMENT | | |3120 2531603/00700 61.000 L F | 22.00000 1342.00| 25.00000 1525.00| 18.25000 1113.25 CONCRETE CURB DESIGN V | | |3130 2531618/00010 686.000 S F | 35.00000 24010.00| 45.00000 30870.00| 45.00000 30870.00 TRUNCATED DOMES | | |3140 2533501/00110 219.000 L F | 65.00000 14235.00| 54.00000 11826.00| 60.00000 13140.00 CONC MED BARRIER DES 8308 TYPE A | | |3150 2533501/00140 363.000 L F | 70.00000 25410.00| 50.00000 18150.00| 65.00000 23595.00 CONC MED BARRIER DES 8308 TYPE AA | | |3160 2533501/00150 263.000 L F | 75.00000 19725.00| 58.00000 15254.00| 75.00000 19725.00 CONC MED BARRIER DES 8308 TYPE A STEP | | |3170 2533506/00110 1893.000 L F | 90.00000 170370.00| 64.60000 122287.80| 63.90000 120962.70 CONC MED BAR & GL SCR DES 8309 TYPE A | | |3180 2533506/00140 519.000 L F | 70.00000 36330.00| 130.00000 67470.00| 67.00000 34773.00 CONC MED BAR & GL SCR DES 8309 TYPE AA | | |3190 2533506/00150 2854.000 L F | 90.00000 256860.00| 78.60000 224324.40| 88.40000 252293.60 CONC MED BAR & GL SCR DES 8309 TYPE A | | | STEPPED | | |3200 2533506/00170 558.000 L F | 190.00000 106020.00| 125.00000 69750.00| 175.00000 97650.00 CONC MED BAR & GL SCR DES 8309 TYPE TRA | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3210 2533507/00020 652.000 L F | 30.00000 19560.00| 17.00000 11084.00| 17.74000 11566.48 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 - PINNED | | |3220 2533603/00111 105.000 L F | 200.00000 21000.00| 192.00000 20160.00| 187.50000 19687.50 CONCRETE MEDIAN BARRIER DESIGN SPECIAL | | |3230 2545501/00010 LUMP | 8700.00000 8700.00| 6030.74000 6030.74| 6283.57000 6283.57 ELECTRIC LIGHT SYSTEMS | | |3240 2545501/00101 LUMP | 405000.00000 405000.00| 422733.13000 422733.13| 438527.92000 438527.92 ELECTRIC LIGHT SYSTEM "A" | | |3250 2545501/00102 LUMP | 632100.00000 632100.00| 737554.37000 737554.37| 766857.57000 766857.57 ELECTRIC LIGHT SYSTEM "B" | | |3260 2545501/00103 LUMP | 8900.00000 8900.00| 18461.22000 18461.22| 19029.43000 19029.43 ELECTRIC LIGHT SYSTEM "C" | | |3270 2545501/00104 LUMP | 1800.00000 1800.00| 2541.29000 2541.29| 2634.50000 2634.50 ELECTRIC LIGHT SYSTEM "D" | | |3280 2545515/00005 4.000 EACH | 800.00000 3200.00| 721.30000 2885.20| 751.00000 3004.00 LIGHT BASE DESIGN E | | |3290 2550511/00020 4.000 EACH | 2350.00000 9400.00| 1201.36000 4805.44| 1248.79000 4995.16 CABINET FOUNDATION | | |3300 2550511/00031 1.000 EACH | 1600.00000 1600.00| 560.21000 560.21| 583.22000 583.22 SERVICE FOUNDATION | | |3310 2550511/00032 1.000 EACH | 2400.00000 2400.00| 3325.19000 3325.19| 3459.08000 3459.08 CCTV FOUNDATION | | |3320 2550511/00037 4.000 EACH | 700.00000 2800.00| 480.07000 1920.28| 500.02000 2000.08 RAMP CONTROL SIGNAL FOUNDATION | | |3330 2550511/00060 1.000 EACH | 3400.00000 3400.00| 4039.45000 4039.45| 4214.15000 4214.15 COMMON FOUNDATION | | |3340 2550512/00041 28.000 EACH | 825.00000 23100.00| 656.38000 18378.64| 683.05000 19125.40 HANDHOLE TYPE-PVC METAL COVER | | |3350 2550513/00010 3.000 EACH | 1000.00000 3000.00| 2526.41000 7579.23| 2624.32000 7872.96 JUNCTION BOX | | |3360 2550514/00010 6.000 EACH | 3700.00000 22200.00| 5884.71000 35308.26| 6111.11000 36666.66 FIBEROPTIC SPLICE VAULT | | |3370 2550515/00010 7.000 EACH | 1950.00000 13650.00| 106.86000 748.02| 110.93000 776.51 OUTDOOR FIBER SPLICE ENCLOSURE | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3380 2550516/00010 90.000 EACH | 125.00000 11250.00| 116.14000 10452.60| 120.71000 10863.90 BURIED CABLE SIGN | | |3390 2550521/00053 210.000 L F | 15.25000 3202.50| 7.08000 1486.80| 7.38000 1549.80 2" RIGID STEEL CONDUIT | | |3400 2550523/00041 14720.000 L F | 3.25000 47840.00| 3.40000 50048.00| 3.54000 52108.80 1.5" NON-METALLIC CONDUIT | | |3410 2550523/00053 2720.000 L F | 4.25000 11560.00| 3.68000 10009.60| 3.84000 10444.80 2" NON-METALLIC CONDUIT | | |3420 2550523/00078 2050.000 L F | 11.00000 22550.00| 5.74000 11767.00| 5.98000 12259.00 3" NON-METALLIC CONDUIT | | |3430 2550532/11040 4600.000 L F | 2.00000 9200.00| 1.40000 6440.00| 1.46000 6716.00 POWER CABLE 1 CONDUCTOR NO 4 | | |3440 2550532/11060 740.000 L F | 1.25000 925.00| 1.13000 836.20| 1.18000 873.20 POWER CABLE 1 CONDUCTOR NO 6 | | |3450 2550532/13080 3830.000 L F | 4.75000 18192.50| 4.60000 17618.00| 4.78000 18307.40 POWER CABLE 3 CONDUCTOR NO 8 | | |3460 2550532/20614 6510.000 L F | 1.80000 11718.00| 1.52000 9895.20| 1.58000 10285.80 SIGNAL CONTROL CABLE 6 COND NO 14 | | |3470 2550532/50214 13690.000 L F | 0.95000 13005.50| 0.94000 12868.60| 0.98000 13416.20 LEAD-IN CABLE 2 CONDUCTOR NO 14 | | |3480 2550534/01236 2000.000 L F | 5.00000 10000.00| 2.94000 5880.00| 3.05000 6100.00 FIBEROPTIC TRUNK CABLE 12MM-36SM | | |3490 2550542/00010 12.000 EACH | 150.00000 1800.00| 88.76000 1065.12| 92.56000 1110.72 LOOP DETECTOR SPLICE | | |3500 2550551/00010 4.000 EACH | 3000.00000 12000.00| 2403.26000 9613.04| 2497.03000 9988.12 RAMP CONTROL SIGNAL DESIGN ONE-WAY | | |3510 2550551/00030 2.000 EACH | 3000.00000 6000.00| 2403.26000 4806.52| 2497.03000 4994.06 RAMP CONTROL SIGNAL DESIGN MODIFIED | | |3520 2550571/00040 5.000 EACH | 4000.00000 20000.00| 2590.53000 12952.65| 2690.88000 13454.40 CCTV CABINET | | |3530 2550571/00070 6.000 EACH | 1300.00000 7800.00| 239.64000 1437.84| 250.43000 1502.58 INSTALL CABINET | | |3540 2550572/00021 1.000 EACH | 2000.00000 2000.00| 2349.83000 2349.83| 2441.57000 2441.57 SERVICE INSTALLATION TYPE A | | |3550 2550572/00100 3.000 EACH | 2000.00000 6000.00| 1575.37000 4726.11| 1637.05000 4911.15 SERVICE CABINET | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3560 2550601/00080 LUMP | 30000.00000 30000.00| 44880.63000 44880.63| 42153.19000 42153.19 TEMPORARY COMMUNICATION SYSTEM | | |3570 2550601/00110 LUMP | 12000.00000 12000.00| 35631.75000 35631.75| 37201.88000 37201.88 FIBER OPTIC CABLE TESTING | | |3580 2550602/00125 1.000 EACH | 14500.00000 14500.00| 13338.66000 13338.66| 13859.02000 13859.02 CCTV HARDWARE | | |3590 2550602/00129 1.000 EACH | 1700.00000 1700.00| 773.66000 773.66| 803.13000 803.13 FIBER OPTIC SPLICE PANEL | | |3600 2550602/00132 1.000 EACH | 1700.00000 1700.00| 1205.37000 1205.37| 1251.28000 1251.28 FIBER OPTIC PATCH PANEL | | |3610 2550602/00134 15.000 EACH | 3000.00000 45000.00| 1559.73000 23395.95| 1626.70000 24400.50 FIBER OPTIC PIGTAIL TERMINATION | | |3620 2550602/00136 13.000 EACH | 3000.00000 39000.00| 6029.57000 78384.41| 6287.16000 81733.08 FIBER OPTIC CABLE SPLICING | | |3630 2550602/00370 6.000 EACH | 1300.00000 7800.00| 728.25000 4369.50| 758.21000 4549.26 PULL VAULT | | |3640 2550602/00510 1.000 EACH | 3500.00000 3500.00| 3962.35000 3962.35| 4040.27000 4040.27 INSTALL DMS | | |3650 2550602/00590 4.000 EACH | 4000.00000 16000.00| 2681.70000 10726.80| 2788.16000 11152.64 NON-INTRUSIVE DETECTION HARDWARE | | |3660 2550602/00610 3.000 EACH | 2300.00000 6900.00| 1654.72000 4964.16| 1721.08000 5163.24 SERVICE CABINET TYPE SPECIAL | | |3670 2550602/09980 9.000 EACH | 1000.00000 9000.00| 548.37000 4935.33| 571.21000 5140.89 LOOP DETECTOR DESIGN PREFORMED | | |3680 2550603/00066 5240.000 L F | 5.00000 26200.00| 0.78000 4087.20| 0.82000 4296.80 ARMORED FIBER OPTIC PIGTAIL CABLE 6SM | | |3690 2550603/00069 280.000 L F | 9.00000 2520.00| 1.31000 366.80| 1.37000 383.60 ARMORED FIBER OPTIC PIGTAIL CABLE 12SM | | |3700 2550603/00080 130.000 L F | 2.50000 325.00| 2.00000 260.00| 2.09000 271.70 INSTALL CABLE | | |3710 2550603/00200 80.000 L F | 10.00000 800.00| 3.99000 319.20| 4.17000 333.60 REROUTE CABLE | | |3720 2550603/01072 8730.000 L F | 3.25000 28372.50| 1.96000 17110.80| 2.03000 17721.90 FIBER OPTIC TRUNK CABLE 72SM | | |3730 2550603/01144 7930.000 L F | 2.75000 21807.50| 2.52000 19983.60| 2.61000 20697.30 FIBER OPTIC TRUNK CABLE 144SM | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3740 2550603/03041 3420.000 L F | 14.00000 47880.00| 10.51000 35944.20| 10.91000 37312.20 1.5" BORED CONDUIT | | |3750 2550603/03053 130.000 L F | 15.00000 1950.00| 12.63000 1641.90| 13.13000 1706.90 2" BORED CONDUIT | | |3760 2550603/03078 1020.000 L F | 16.00000 16320.00| 13.20000 13464.00| 13.70000 13974.00 3" BORED CONDUIT | | |3770 2554501/00001 200.000 L F | 65.00000 13000.00| 58.70000 11740.00| 58.70000 11740.00 TRAFFIC BARRIER DESIGN SPECIAL | | |3780 2554501/00040 111.000 L F | 70.00000 7770.00| 61.50000 6826.50| 61.50000 6826.50 TRAFFIC BARRIER DESIGN BULLNOSE | | |3790 2554501/00050 1113.000 L F | 12.00000 13356.00| 8.50000 9460.50| 8.50000 9460.50 TRAFFIC BARRIER DESIGN 8331 | | |3800 2554501/02038 3370.000 L F | 20.00000 67400.00| 17.30000 58301.00| 17.30000 58301.00 TRAFFIC BARRIER DESIGN B8338 | | |3810 2554509/00020 41.000 EACH | 50.00000 2050.00| 30.80000 1262.80| 30.80000 1262.80 GUIDE POST TYPE B | | |3820 2554521/00010 2.000 EACH | 1700.00000 3400.00| 1725.00000 3450.00| 1725.00000 3450.00 ANCHORAGE ASSEMBLY-CABLE | | |3830 2554521/00020 13.000 EACH | 700.00000 9100.00| 395.50000 5141.50| 395.50000 5141.50 ANCHORAGE ASSEMBLY-PLATE BEAM | | |3840 2554523/00028 2.000 EACH | 2300.00000 4600.00| 2335.00000 4670.00| 2335.00000 4670.00 END TREATMENT-TANGENT TERMINAL | | |3850 2554602/00040 13.000 EACH | 160.00000 2080.00| 90.00000 1170.00| 90.00000 1170.00 T-BARRIER BRIDGE CONN DES 8318 | | |3860 2554615/00009 6.000 AMBY | 3800.00000 22800.00| 25695.00000 154170.00| 25695.00000 154170.00 IMPACT ATTENUATOR | | |3870 2557501/00823 1647.000 L F | 30.00000 49410.00| 15.60000 25693.20| 15.60000 25693.20 WIRE FENCE DESIGN 32V-9322 | | |3880 2557501/01523 9794.000 L F | 15.00000 146910.00| 13.30000 130260.20| 13.30000 130260.20 WIRE FENCE DESIGN 60V-9322 | | |3890 2557501/01823 1408.000 L F | 20.00000 28160.00| 20.10000 28300.80| 20.10000 28300.80 WIRE FENCE DESIGN 72V-9322 | | |3900 2557501/02422 263.000 L F | 22.00000 5786.00| 20.60000 5417.80| 20.60000 5417.80 WIRE FENCE DESIGN 96V-9322 | | |3910 2557517/00011 10.000 EACH | 800.00000 8000.00| 1105.00000 11050.00| 1105.00000 11050.00 VEHICULAR GATE-SINGLE | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3920 2557523/00010 133.000 EACH | 185.00000 24605.00| 135.00000 17955.00| 135.00000 17955.00 METAL BRACE ASSEMBLY(CHAIN LINK FENCE) | | |3930 2557527/00020 63.000 EACH | 125.00000 7875.00| 100.00000 6300.00| 100.00000 6300.00 ELECTRICAL GROUND | | |3940 2557603/00035 1736.000 L F | 60.00000 104160.00| 42.25000 73346.00| 42.25000 73346.00 WOODEN FENCE | | |3950 2564511/00010 61.000 C Y | 750.00000 45750.00| 721.25000 43996.25| 721.25000 43996.25 CONCRETE FOOTINGS (TYPE OH SPREAD) | | |3960 2564511/00012 40.000 C Y | 1600.00000 64000.00| 1405.50000 56220.00| 1405.50000 56220.00 CONCRETE FOOTINGS (TYPE OH SHAFT) | | |3970 2564513/00020 8.000 EACH | 10000.00000 80000.00| 14486.00000 115888.00| 14486.00000 115888.00 MEDIAN BARRIER FOOTING | | |3980 2564522/00122 94932.000 LB | 2.60000 246823.20| 2.24000 212647.68| 2.24000 212647.68 STRUCTURAL STEEL-POSTS FOR OH SIGNS | | | (DESIGN B) | | |3990 2564522/00222 164573.000 LB | 2.60000 427889.80| 2.30000 378517.90| 2.30000 378517.90 STRUCTURAL STEEL-TRUSSES FOR OH SIGNS | | | (DESIGN B) | | |4000 2564522/00322 3493.000 LB | 3.30000 11526.90| 2.24000 7824.32| 2.24000 7824.32 STRUCTURAL STEEL-WALKWAY SUPPORTS FOR | | | OH SIGNS (DESIGN B) | | |4010 2564522/00422 11253.000 LB | 3.30000 37134.90| 2.24000 25206.72| 2.24000 25206.72 STRUCTURAL STEEL-WALKWAY GRATING FOR OH | | | SIGNS (DESIGN B) | | |4020 2564522/00522 8816.000 LB | 2.60000 22921.60| 2.24000 19747.84| 2.24000 19747.84 STRUCTURAL STEEL-PANEL MOUNTING POSTS | | | FOR OH SIGNS (DESIGN B) | | |4030 2564531/00130 1753.000 S F | 29.00000 50837.00| 32.20000 56446.60| 32.30000 56621.90 SIGN PANELS TYPE C | | |4040 2564531/00140 911.000 S F | 28.00000 25508.00| 25.50000 23230.50| 25.50000 23230.50 SIGN PANELS TYPE D | | |4050 2564531/00158 590.000 S F | 30.00000 17700.00| 20.70000 12213.00| 20.70000 12213.00 SIGN PANELS TYPE EO | | |4060 2564531/00189 333.000 S F | 11.00000 3663.00| 11.85000 3946.05| 11.85000 3946.05 SIGN PANELS TYPE OVERLAY | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4070 2564531/00190 4654.000 S F | 27.00000 125658.00| 21.60000 100526.40| 21.60000 100526.40 SIGN PANELS TYPE OH | | |4080 2564535/00100 329.000 S F | 20.00000 6580.00| 16.35000 5379.15| 16.35000 5379.15 SIGN PANEL OVERLAY TYPE OH | | |4090 2564535/00110 45.000 S F | 20.00000 900.00| 16.35000 735.75| 16.35000 735.75 SIGN PANEL OVERLAY TYPE EO | | |4100 2564537/00013 4.000 EACH | 210.00000 840.00| 129.50000 518.00| 129.50000 518.00 INSTALL SIGN TYPE C | | |4110 2564537/00014 1.000 EACH | 350.00000 350.00| 196.20000 196.20| 196.20000 196.20 INSTALL SIGN TYPE D | | |4120 2564537/00030 12.000 EACH | 200.00000 2400.00| 325.90000 3910.80| 325.90000 3910.80 INSTALL SIGN TYPE SPECIAL | | |4130 2564537/00040 2.000 EACH | 200.00000 400.00| 231.50000 463.00| 231.00000 462.00 INSTALL SIGN TYPE EO | | |4140 2564539/00010 6.000 EACH | 70.00000 420.00| 75.75000 454.50| 75.75000 454.50 OVERHEAD SIGN IDENTIFICATION PLATE | | |4150 2564550/00106 28.000 EACH | 80.00000 2240.00| 304.30000 8520.40| 304.30000 8520.40 DELINEATOR TYPE X4-6 | | |4160 2564551/00010 12.000 EACH | 120.00000 1440.00| 119.25000 1431.00| 119.25000 1431.00 REFERENCE POST MARKER | | |4170 2564552/00010 15.000 EACH | 90.00000 1350.00| 75.40000 1131.00| 75.40000 1131.00 HAZARD MARKER X4-2 | | |4180 2564553/00010 1.000 EACH | 150.00000 150.00| 128.75000 128.75| 128.75000 128.75 CLEARANCE MARKER X4-4 | | |4190 2564555/00010 3.000 EACH | 100.00000 300.00| 76.50000 229.50| 76.50000 229.50 END OF ROADWAY MARKER X4-11 | | |4200 2564602/00015 1.000 EACH | 125.00000 125.00| 16128.00000 16128.00| 150.00000 150.00 INSTALL SIGN | | |4210 2564602/00740 18.000 EACH | 100.00000 1800.00| 94.50000 1701.00| 94.50000 1701.00 INFILTRATION AREA MARKER X3-6A | | |4220 2565511/00011 1.000 SIGS | 159900.00000 159900.00| 164902.78000 164902.78| 171358.03000 171358.03 TRAFFIC CONTROL SIGNAL SYSTEM A | | |4230 2565511/00012 1.000 SIGS | 102400.00000 102400.00| 94792.30000 94792.30| 98484.45000 98484.45 TRAFFIC CONTROL SIGNAL SYSTEM B | | |4240 2565511/00013 1.000 SIGS | 131600.00000 131600.00| 117273.40000 117273.40| 121904.83000 121904.83 TRAFFIC CONTROL SIGNAL SYSTEM C | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4250 2565511/00014 1.000 SIGS | 182900.00000 182900.00| 141790.91000 141790.91| 147300.18000 147300.18 TRAFFIC CONTROL SIGNAL SYSTEM D | | |4260 2565601/00110 LUMP | 136900.00000 136900.00| 75922.74000 75922.74| 78967.87000 78967.87 TRAFFIC CONTROL INTERCONNECTION | | |4270 2565602/00004 59.000 EACH | 750.00000 44250.00| 513.45000 30293.55| 534.67000 31545.53 SPECIAL HANDHOLE | | |4280 2565602/00011 5.000 EACH | 750.00000 3750.00| 1359.26000 6796.30| 1417.70000 7088.50 CABINET FOUNDATION | | |4290 2565616/00300 1.000 SYS | 52200.00000 52200.00| 86848.06000 86848.06| 84747.85000 84747.85 TEMPORARY SIGNAL SYSTEM | | |4300 2571602/00050 4.000 EACH | 200.00000 800.00| 175.00000 700.00| 175.00000 700.00 TREE PROTECTION | | |4310 2573502/00030 3262.000 L F | 20.00000 65240.00| 0.75000 2446.50| 11.00000 35882.00 SILT FENCE, TYPE SUPER DUTY | | |4320 2573502/00040 26490.000 L F | 1.40000 37086.00| 1.45000 38410.50| 1.45000 38410.50 SILT FENCE, TYPE MACHINE SLICED | | |4330 2573504/00010 4286.000 S F | 6.00000 25716.00| 5.00000 21430.00| 3.00000 12858.00 SANDBAG BARRIER | | |4340 2573505/00010 800.000 L F | 10.00000 8000.00| 11.50000 9200.00| 15.00000 12000.00 FLOTATION SILT CURTAIN TYPE STILL WATER | | |4350 2573506/00010 1760.000 C Y | 10.00000 17600.00| 6.00000 10560.00| 5.00000 8800.00 SEDIMENT TRAP EXCAVATION | | |4360 2573507/00010 1680.000 L F | 26.00000 43680.00| 20.00000 33600.00| 15.00000 25200.00 TEMPORARY PIPE DOWNDRAIN | | |4370 2573509/00010 934.000 C Y | 18.00000 16812.00| 6.00000 5604.00| 9.00000 8406.00 DIVERSION MOUND | | |4380 2573511/00010 960.000 S F | 8.00000 7680.00| 10.00000 9600.00| 4.00000 3840.00 SEDIMENT MAT | | |4390 2573530/00010 1125.000 EACH | 180.00000 202500.00| 250.00000 281250.00| 150.00000 168750.00 STORM DRAIN INLET PROTECTION | | |4400 2573540/00030 31352.000 L F | 2.50000 78380.00| 3.00000 94056.00| 3.00000 94056.00 FILTER LOG TYPE COMPOST LOG | | |4410 2573540/00040 854.000 L F | 9.00000 7686.00| 8.00000 6832.00| 8.00000 6832.00 FILTER LOG TYPE ROCK LOG | | |4420 2573541/00010 2000.000 GAL | 40.00000 80000.00| 45.00000 90000.00| 30.00000 60000.00 LIQUID FLOC | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4430 2573542/00010 564.000 EACH | 200.00000 112800.00| 215.00000 121260.00| 100.00000 56400.00 FLOCCULANT SOCK | | |4440 2573550/00010 LUMP | 180000.00000 180000.00| 150000.00000 150000.00| 20000.00000 20000.00 EROSION CONTROL SUPERVISOR | | |4450 2573602/00020 9.000 EACH | 1100.00000 9900.00| 1500.00000 13500.00| 2000.00000 18000.00 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |4460 2573602/00090 19.000 EACH | 120.00000 2280.00| 250.00000 4750.00| 125.00000 2375.00 CULVERT PROTECTION | | |4470 2573607/00010 88.000 C Y | 50.00000 4400.00| 100.00000 8800.00| 100.00000 8800.00 ROCK DITCH CHECK | | |4480 2575501/00010 47.300 ACRE | 100.00000 4730.00| 125.00000 5912.50| 125.00000 5912.50 SEEDING | | |4490 2575502/00250 1253.000 LB | 2.00000 2506.00| 3.00000 3759.00| 3.00000 3759.00 SEED MIXTURE 250 | | |4500 2575502/00260 490.000 LB | 2.20000 1078.00| 2.50000 1225.00| 3.00000 1470.00 SEED MIXTURE 260 | | |4510 2575502/00310 198.000 LB | 15.00000 2970.00| 15.50000 3069.00| 20.00000 3960.00 SEED MIXTURE 310 | | |4520 2575502/00328 275.000 LB | 4.50000 1237.50| 5.00000 1375.00| 5.00000 1375.00 SEED MIXTURE 328 | | |4530 2575502/00340 137.000 LB | 5.00000 685.00| 4.50000 616.50| 5.00000 685.00 SEED MIXTURE 340 | | |4540 2575502/00350 1287.000 LB | 3.50000 4504.50| 4.60000 5920.20| 5.00000 6435.00 SEED MIXTURE 350 | | |4550 2575505/00020 92.000 S Y | 6.00000 552.00| 10.00000 920.00| 5.00000 460.00 SODDING TYPE EROSION | | |4560 2575505/00050 7503.000 S Y | 3.00000 22509.00| 2.75000 20633.25| 2.75000 20633.25 SODDING TYPE SALT RESISTANT | | |4570 2575511/00030 101.000 TON | 210.00000 21210.00| 300.00000 30300.00| 300.00000 30300.00 MULCH MATERIAL TYPE 3 | | |4580 2575519/00010 47.300 ACRE | 80.00000 3784.00| 50.00000 2365.00| 50.00000 2365.00 DISK ANCHORING | | |4590 2575523/00013 250.000 S Y | 1.90000 475.00| 2.00000 500.00| 2.00000 500.00 EROSION CONTROL BLANKETS CATEGORY 3 | | |4600 2575523/00014 2800.000 S Y | 1.25000 3500.00| 1.00000 2800.00| 2.00000 5600.00 EROSION CONTROL BLANKETS CATEGORY 4 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4610 2575523/00016 518.000 S Y | 3.20000 1657.60| 2.70000 1398.60| 3.00000 1554.00 EROSION CONTROL BLANKETS CATEGORY 6 | | |4620 2575532/00030 8363.000 LB | 0.60000 5017.80| 0.50000 4181.50| 0.50000 4181.50 FERTILIZER TYPE 3 | | |4630 2575532/00040 3173.000 LB | 0.30000 951.90| 0.50000 1586.50| 0.50000 1586.50 FERTILIZER TYPE 4 | | |4640 2575571/00010 4.000 MGAL | 150.00000 600.00| 300.00000 1200.00| 300.00000 1200.00 RAPID STABILIZATION METHOD 3 | | |4650 2575572/00010 12996.000 S Y | 1.00000 12996.00| 1.50000 19494.00| 1.50000 19494.00 RAPID STABILIZATION METHOD 4 | | |4660 2575607/00010 6805.000 C Y | 55.00000 374275.00| 26.00000 176930.00| 20.00000 136100.00 MULCH MATERIAL TYPE SPECIAL | | |4670 2582501/02001 11.000 EACH | 330.00000 3630.00| 295.00000 3245.00| 295.00000 3245.00 PAVEMENT MESSAGE (LEFT ARROW) POLY | | | PREFORM | | |4680 2582501/02002 10.000 EACH | 330.00000 3300.00| 295.00000 2950.00| 295.00000 2950.00 PAVEMENT MESSAGE (RIGHT ARROW) POLY | | | PREFORM | | |4690 2582501/02006 1.000 EACH | 600.00000 600.00| 443.00000 443.00| 443.00000 443.00 PAVEMENT MESSAGE (LEFT-THRU ARROW) POLY | | | PREFORM | | |4700 2582501/02101 29.000 EACH | 400.00000 11600.00| 395.00000 11455.00| 395.00000 11455.00 PAVEMENT MESSAGE (LEFT ARROW) POLY | | | PREFORM-GROUND IN | | |4710 2582501/02102 4.000 EACH | 400.00000 1600.00| 395.00000 1580.00| 395.00000 1580.00 PAVEMENT MESSAGE (RIGHT ARROW) POLY | | | PREFORM-GROUND IN | | |4720 2582501/02107 2.000 EACH | 650.00000 1300.00| 593.00000 1186.00| 593.00000 1186.00 PAVT MESSAGE (RIGHT-THRU ARROW) POLY | | | PREF-GROUND IN | | |4730 2582501/02111 5.000 EACH | 350.00000 1750.00| 395.00000 1975.00| 395.00000 1975.00 PAVEMENT MESSAGE (HOV DIAMOND) POLF | | | PREFORM - GROUND IN | | |4740 2582502/11112 219.000 L F | 4.00000 876.00| 3.12000 683.28| 3.12000 683.28 12" SOLID LINE WHITE-PAINT | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4750 2582502/11124 28.000 L F | 5.00000 140.00| 6.24000 174.72| 6.24000 174.72 24" SOLID LINE WHITE-PAINT | | |4760 2582502/21104 4569.000 L F | 3.00000 13707.00| 2.50000 11422.50| 2.50000 11422.50 4" SOLID LINE WHITE-POLY PREFORM | | |4770 2582502/21108 187.000 L F | 6.00000 1122.00| 5.00000 935.00| 5.00000 935.00 8" SOLID LINE WHITE-POLY PREFORM | | |4780 2582502/21124 206.000 L F | 20.00000 4120.00| 15.00000 3090.00| 15.00000 3090.00 24" SOLID LINE WHITE-POLY PREFORM | | |4790 2582502/21204 926.000 L F | 3.00000 2778.00| 2.75000 2546.50| 2.75000 2546.50 4" BROKEN LINE WHITE-POLY PREFORM | | |4800 2582502/21304 140.000 L F | 5.00000 700.00| 2.50000 350.00| 2.50000 350.00 4" DOTTED LINE WHITE-POLY PREFROM | | |4810 2582502/22124 49.000 L F | 20.00000 980.00| 15.00000 735.00| 15.00000 735.00 24" SOLID LINE YELLOW-POLY PREFORM | | |4820 2582502/22204 482.000 L F | 3.00000 1446.00| 2.50000 1205.00| 2.50000 1205.00 4" BROKEN LINE YELLOW-POLY PREFORM | | |4830 2582502/22404 3204.000 L F | 5.50000 17622.00| 5.00000 16020.00| 5.00000 16020.00 4" DOUBLE SOLID LINE YELLOW-POLY PREFOR | | |4840 2582502/31104 3537.000 L F | 4.00000 14148.00| 3.50000 12379.50| 3.50000 12379.50 4" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4850 2582502/31107 541.000 L F | 7.00000 3787.00| 5.49000 2970.09| 5.49000 2970.09 7" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4860 2582502/31111 19243.000 L F | 10.00000 192430.00| 8.63000 166067.09| 8.63000 166067.09 11" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4870 2582502/31124 93.000 L F | 28.00000 2604.00| 21.00000 1953.00| 21.00000 1953.00 24" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4880 2582502/31204 153.000 L F | 4.50000 688.50| 3.50000 535.50| 3.50000 535.50 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4890 2582502/31207 8550.000 L F | 7.50000 64125.00| 5.49000 46939.50| 5.49000 46939.50 7" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4900 2582502/31211 169.000 L F | 11.00000 1859.00| 8.63000 1458.47| 8.63000 1458.47 11" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4910 2582502/31307 125.000 L F | 7.50000 937.50| 5.49000 686.25| 5.49000 686.25 7" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4920 2582502/31311 1718.000 L F | 12.80000 21990.40| 8.63000 14826.34| 8.63000 14826.34 11" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4930 2582502/32124 50.000 L F | 22.00000 1100.00| 21.00000 1050.00| 21.00000 1050.00 24" SOLID LINE YELLOW-POLY PREFORM | | | (GROUND IN) | | |4940 2582502/32204 367.000 L F | 4.00000 1468.00| 3.50000 1284.50| 3.50000 1284.50 4" BROKEN LINE YELLOW-POLY PREFORM | | | (GROUND IN) | | |4950 2582502/32404 937.000 L F | 7.75000 7261.75| 7.00000 6559.00| 7.00000 6559.00 4" DOUBLE SOLID LINE YELLOW-POLY | | | PREFORM (GROUND IN) | | |4960 2582502/41204 761.000 L F | 0.50000 380.50| 0.35000 266.35| 0.35000 266.35 4" BROKEN LINE WHITE-EPOXY | | |4970 2582502/51104 23591.000 L F | 0.55000 12975.05| 0.35000 8256.85| 0.35000 8256.85 4" SOLID LINE WHITE-EPOXY (GROUND IN) | | |4980 2582502/52104 24018.000 L F | 0.55000 13209.90| 0.35000 8406.30| 0.35000 8406.30 4" SOLID LINE YELLOW-EPOXY (GROUND IN) | | |4990 2582503/00120 951.000 S F | 11.00000 10461.00| 12.00000 11412.00| 12.00000 11412.00 CROSSWALK MARKING-POLY PREFORM | | |5000 2582503/00130 1608.000 S F | 13.00000 20904.00| 15.72000 25277.76| 15.72000 25277.76 CROSSWALK MARKING-POLY PREFORM (GROUND | | | IN) | | | SECTION TOTALS | $ 57,966,200.95| $ 61,923,479.48| $ 62,399,327.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO. 62921 | | |5010 2104601/00210 LUMP | 5000.00000 5000.00| 11000.00000 11000.00| 15000.00000 15000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5020 2401501/01143 833.000 C Y | 350.00000 291550.00| 350.00000 291550.00| 210.00000 174930.00 STRUCTURAL CONCRETE (1A43) | | |5030 2401501/03643 1337.000 C Y | 575.00000 768775.00| 400.00000 534800.00| 400.00000 534800.00 STRUCTURAL CONCRETE (3Y43) | | |5040 2401512/03640 22066.000 S F | 14.00000 308924.00| 13.00000 286858.00| 13.00000 286858.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |5050 2401513/01246 366.000 L F | 65.00000 23790.00| 50.00000 18300.00| 58.00000 21228.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5060 2401514/07646 254.000 L F | 55.00000 13970.00| 50.00000 12700.00| 59.00000 14986.00 SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |5070 2401541/00010 72090.000 LB | 1.05000 75694.50| 1.00000 72090.00| 1.00000 72090.00 REINFORCEMENT BARS | | |5080 2401541/00011 295680.000 LB | 1.15000 340032.00| 1.10000 325248.00| 1.10000 325248.00 REINFORCEMENT BARS (EPOXY COATED) | | |5090 2401601/00010 LUMP | 50000.00000 50000.00| 105000.00000 105000.00| 100000.00000 100000.00 STRUCTURE EXCAVATION | | |5100 2401618/00300 23682.000 S F | 0.75000 17761.50| 0.47000 11130.54| 0.50000 11841.00 BRIDGE DECK PLANING | | |5110 2402591/00400 172.000 L F | 150.00000 25800.00| 125.00000 21500.00| 150.00000 25800.00 EXPANSION JOINT DEVICES TYPE 4 | | |5120 2402595/00010 48.000 EACH | 900.00000 43200.00| 800.00000 38400.00| 700.00000 33600.00 BEARING ASSEMBLY | | |5130 2404501/00200 24665.000 S F | 4.25000 104826.25| 2.00000 49330.00| 4.73000 116665.45 CONCRETE WEARING COURSE (3U17A) | | |5140 2405502/20054 3013.000 L F | 210.00000 632730.00| 160.00000 482080.00| 175.00000 527275.00 PRESTRESSED CONCRETE BEAMS MN54 | | |5150 2405511/20054 518.000 L F | 75.00000 38850.00| 55.00000 28490.00| 130.00000 67340.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |5160 2411618/00220 5810.000 S F | 1.25000 7262.50| 1.05000 6100.50| 1.09000 6332.90 ANTI-GRAFFITI COATING | | |5170 2411618/00320 5810.000 S F | 3.50000 20335.00| 2.25000 13072.50| 2.00000 11620.00 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5180 2411618/00535 4050.000 S F | 13.00000 52650.00| 20.00000 81000.00| 10.00000 40500.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |5190 2411618/00542 1760.000 S F | 10.00000 17600.00| 20.00000 35200.00| 10.00000 17600.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5200 2442501/00010 LUMP | 233000.00000 233000.00| 350000.00000 350000.00| 200000.00000 200000.00 REMOVE EXISTING BRIDGE | | |5210 2452507/02000 9680.000 L F | 21.00000 203280.00| 30.00000 290400.00| 29.00000 280720.00 C-I-P CONCRETE PILING DELIVERED 12" | | |5220 2452507/04000 8245.000 L F | 37.50000 309187.50| 40.00000 329800.00| 44.00000 362780.00 C-I-P CONCRETE PILING DELIVERED 16" | | |5230 2452508/02000 9680.000 L F | 15.00000 145200.00| 1.00000 9680.00| 1.00000 9680.00 C-I-P CONCRETE PILING DRIVEN 12" | | |5240 2452508/04000 8245.000 L F | 16.00000 131920.00| 1.00000 8245.00| 1.00000 8245.00 C-I-P CONCRETE PILING DRIVEN 16" | | |5250 2452519/02090 2.000 EACH | 5730.00000 11460.00| 3000.00000 6000.00| 4000.00000 8000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |5260 2452519/02100 2.000 EACH | 6370.00000 12740.00| 3200.00000 6400.00| 4500.00000 9000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |5270 2452519/04095 2.000 EACH | 7990.00000 15980.00| 4150.00000 8300.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 95 FT LONG 16" | | |5280 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 5000.00000 5000.00 DRAINAGE SYSTEM TYPE (B910) | | |5290 2514501/00010 49.000 S Y | 120.00000 5880.00| 150.00000 7350.00| 100.00000 4900.00 CONCRETE SLOPE PAVING | | |5300 2514503/00020 124.000 S Y | 40.00000 4960.00| 50.00000 6200.00| 50.00000 6200.00 AGGREGATE SLOPE PAVING | | |5310 2545509/00011 LUMP | 10000.00000 10000.00| 5104.80000 5104.80| 6000.00000 6000.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 3,924,858.25| $ 3,453,329.34| $ 3,314,239.35------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO. 62920 | | |5320 2104601/00210 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 1000.00000 1000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5490 2411618/00535 2845.000 S F | 13.00000 36985.00| 20.00000 56900.00| 11.00000 31295.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |5500 2411618/00542 2340.000 S F | 10.00000 23400.00| 20.00000 46800.00| 11.00000 25740.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5510 2442501/00010 LUMP | 182000.00000 182000.00| 150000.00000 150000.00| 250000.00000 250000.00 REMOVE EXISTING BRIDGE | | |5520 2452507/02000 11140.000 L F | 21.00000 233940.00| 30.00000 334200.00| 28.00000 311920.00 C-I-P CONCRETE PILING DELIVERED 12" | | |5530 2452507/04000 5940.000 L F | 37.50000 222750.00| 40.00000 237600.00| 44.00000 261360.00 C-I-P CONCRETE PILING DELIVERED 16" | | |5540 2452508/02000 11140.000 L F | 15.00000 167100.00| 1.00000 11140.00| 1.00000 11140.00 C-I-P CONCRETE PILING DRIVEN 12" | | |5550 2452508/04000 5940.000 L F | 16.00000 95040.00| 1.00000 5940.00| 1.00000 5940.00 C-I-P CONCRETE PILING DRIVEN 16" | | |5560 2452519/02100 4.000 EACH | 5210.00000 20840.00| 3200.00000 12800.00| 4000.00000 16000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |5570 2452519/04110 2.000 EACH | 8160.00000 16320.00| 4500.00000 9000.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |5580 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 6000.00000 6000.00 DRAINAGE SYSTEM TYPE (B910) | | |5590 2514501/00010 49.000 S Y | 120.00000 5880.00| 150.00000 7350.00| 150.00000 7350.00 CONCRETE SLOPE PAVING | | |5600 2514503/00020 121.000 S Y | 40.00000 4840.00| 50.00000 6050.00| 50.00000 6050.00 AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 3,611,694.25| $ 3,045,445.98| $ 3,602,250.29------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE NO. 62925 | | |5610 2104601/00210 LUMP | 5000.00000 5000.00| 40000.00000 40000.00| 2000.00000 2000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |5620 2401501/01143 1661.000 C Y | 350.00000 581350.00| 350.00000 581350.00| 250.00000 415250.00 STRUCTURAL CONCRETE (1A43) | | |5630 2401501/03643 2210.000 C Y | 575.00000 1270750.00| 400.00000 884000.00| 450.00000 994500.00 STRUCTURAL CONCRETE (3Y43) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5640 2401512/03640 77588.000 S F | 13.00000 1008644.00| 13.00000 1008644.00| 18.00000 1396584.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |5650 2401513/01246 951.000 L F | 65.00000 61815.00| 50.00000 47550.00| 65.00000 61815.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5660 2401514/07646 943.000 L F | 55.00000 51865.00| 50.00000 47150.00| 70.00000 66010.00 SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |5670 2401541/00010 144520.000 LB | 1.05000 151746.00| 1.00000 144520.00| 1.10000 158972.00 REINFORCEMENT BARS | | |5680 2401541/00011 1124400.000 LB | 1.15000 1293060.00| 1.10000 1236840.00| 1.20000 1349280.00 REINFORCEMENT BARS (EPOXY COATED) | | |5690 2401601/00010 LUMP | 100000.00000 100000.00| 130000.00000 130000.00| 200000.00000 200000.00 STRUCTURE EXCAVATION | | |5700 2401618/00300 82699.000 S F | 0.75000 62024.25| 0.47000 38868.53| 0.50000 41349.50 BRIDGE DECK PLANING | | |5710 2402521/00009 1737760.000 LB | 1.69000 2936814.40| 1.61000 2797793.60| 1.54000 2676150.40 STRUCTURAL STEEL (3309) | | |5720 2402591/00500 444.000 L F | 150.00000 66600.00| 125.00000 55500.00| 170.00000 75480.00 EXPANSION JOINT DEVICES TYPE 5 | | |5730 2402595/00010 122.000 EACH | 1250.00000 152500.00| 1350.00000 164700.00| 1500.00000 183000.00 BEARING ASSEMBLY | | |5740 2404501/00200 85816.000 S F | 4.25000 364718.00| 2.00000 171632.00| 3.25000 278902.00 CONCRETE WEARING COURSE (3U17A) | | |5750 2405502/20054 4104.000 L F | 210.00000 861840.00| 160.00000 656640.00| 200.00000 820800.00 PRESTRESSED CONCRETE BEAMS MN54 | | |5760 2405511/20054 1378.000 L F | 75.00000 103350.00| 55.00000 75790.00| 100.00000 137800.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |5770 2411618/00220 11773.000 S F | 1.25000 14716.25| 1.05000 12361.65| 1.09000 12832.57 ANTI-GRAFFITI COATING | | |5780 2411618/00320 11773.000 S F | 3.50000 41205.50| 2.25000 26489.25| 2.01000 23663.73 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |5790 2411618/00535 1237.000 S F | 13.00000 16081.00| 20.00000 24740.00| 13.00000 16081.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5800 2411618/00542 10536.000 S F | 10.00000 105360.00| 20.00000 210720.00| 10.00000 105360.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5810 2442501/00010 LUMP | 276000.00000 276000.00| 400000.00000 400000.00| 200000.00000 200000.00 REMOVE EXISTING BRIDGE | | |5820 2452507/04000 22740.000 L F | 37.50000 852750.00| 40.00000 909600.00| 43.00000 977820.00 C-I-P CONCRETE PILING DELIVERED 16" | | |5830 2452508/04000 22740.000 L F | 16.00000 363840.00| 1.00000 22740.00| 1.00000 22740.00 C-I-P CONCRETE PILING DRIVEN 16" | | |5840 2452519/04075 9.000 EACH | 4990.00000 44910.00| 3450.00000 31050.00| 4000.00000 36000.00 C-I-P CONCRETE TEST PILE 75 FT LONG 16" | | |5850 2452519/04090 6.000 EACH | 5990.00000 35940.00| 3900.00000 23400.00| 5000.00000 30000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 16" | | |5860 2452519/04110 6.000 EACH | 7310.00000 43860.00| 4500.00000 27000.00| 6000.00000 36000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |5870 2452519/04120 3.000 EACH | 7980.00000 23940.00| 4800.00000 14400.00| 7000.00000 21000.00 C-I-P CONCRETE TEST PILE 120 FT LONG 16 | | |5880 2452603/02010 80.000 L F | 25.00000 2000.00| 50.00000 4000.00| 30.00000 2400.00 PREBORING (EARTH) | | |5890 2479502/00010 13826.000 S F | 2.00000 27652.00| 1.00000 13826.00| 3.50000 48391.00 INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |5900 2479503/00010 13826.000 S F | 2.25000 31108.50| 2.50000 34565.00| 4.69000 64843.94 INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |5910 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 8000.00000 8000.00 DRAINAGE SYSTEM TYPE (B910) | | |5920 2514501/00010 129.000 S Y | 120.00000 15480.00| 150.00000 19350.00| 100.00000 12900.00 CONCRETE SLOPE PAVING | | |5930 2514503/00020 397.000 S Y | 40.00000 15880.00| 50.00000 19850.00| 50.00000 19850.00 AGGREGATE SLOPE PAVING | | |5940 2545509/00011 LUMP | 30000.00000 30000.00| 9271.67000 9271.67| 10000.00000 10000.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 11,015,299.90| $ 9,886,341.70| $ 10,505,775.14------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE NO. 62924 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5950 2401501/01143 2090.000 C Y | 350.00000 731500.00| 350.00000 731500.00| 300.00000 627000.00 STRUCTURAL CONCRETE (1A43) | | |5960 2401501/03643 2906.000 C Y | 575.00000 1670950.00| 400.00000 1162400.00| 450.00000 1307700.00 STRUCTURAL CONCRETE (3Y43) | | |5970 2401512/03640 72324.000 S F | 13.00000 940212.00| 13.00000 940212.00| 18.00000 1301832.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |5980 2401513/01246 811.000 L F | 65.00000 52715.00| 50.00000 40550.00| 65.00000 52715.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5990 2401513/01446 152.000 L F | 55.00000 8360.00| 50.00000 7600.00| 70.00000 10640.00 TYPE MOD F (TL-5) RAILING CONCRETE | | | (3Y46) | | |6000 2401514/07646 769.000 L F | 90.00000 69210.00| 50.00000 38450.00| 65.00000 49985.00 SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |6010 2401541/00010 203310.000 LB | 1.05000 213475.50| 1.00000 203310.00| 1.10000 223641.00 REINFORCEMENT BARS | | |6020 2401541/00011 1214260.000 LB | 1.15000 1396399.00| 1.10000 1335686.00| 1.20000 1457112.00 REINFORCEMENT BARS (EPOXY COATED) | | |6030 2401601/00010 LUMP | 100000.00000 100000.00| 140000.00000 140000.00| 200000.00000 200000.00 STRUCTURE EXCAVATION | | |6040 2401618/00300 80784.000 S F | 0.75000 60588.00| 0.47000 37968.48| 0.50000 40392.00 BRIDGE DECK PLANING | | |6050 2402521/00009 2730010.000 LB | 1.67000 4559116.70| 1.61000 4395316.10| 1.54000 4204215.40 STRUCTURAL STEEL (3309) | | |6060 2402591/00500 416.000 L F | 150.00000 62400.00| 125.00000 52000.00| 165.00000 68640.00 EXPANSION JOINT DEVICES TYPE 5 | | |6070 2402595/00010 119.000 EACH | 1250.00000 148750.00| 1350.00000 160650.00| 1500.00000 178500.00 BEARING ASSEMBLY | | |6080 2402602/08010 2.000 EACH | 500.00000 1000.00| 5200.00000 10400.00| 6000.00000 12000.00 SUPPLEMENTAL DESCRIPTION SIGN POST | | | ANCHORAGE ASSEMBLY | | |6090 2404501/00200 80784.000 S F | 4.25000 343332.00| 2.00000 161568.00| 3.25000 262548.00 CONCRETE WEARING COURSE (3U17A) | | |6100 2405502/20045 630.000 L F | 200.00000 126000.00| 140.00000 88200.00| 200.00000 126000.00 PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6110 2405502/20054 2278.000 L F | 210.00000 478380.00| 160.00000 364480.00| 225.00000 512550.00 PRESTRESSED CONCRETE BEAMS MN54 | | |6120 2405511/20045 140.000 L F | 75.00000 10500.00| 50.00000 7000.00| 100.00000 14000.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |6130 2405511/20054 591.000 L F | 75.00000 44325.00| 55.00000 32505.00| 100.00000 59100.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |6140 2411618/00220 18298.000 S F | 1.25000 22872.50| 1.05000 19212.90| 1.09000 19944.82 ANTI-GRAFFITI COATING | | |6150 2411618/00320 18298.000 S F | 3.50000 64043.00| 2.25000 41170.50| 2.01000 36778.98 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6160 2411618/00535 4281.000 S F | 13.00000 55653.00| 20.00000 85620.00| 10.00000 42810.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |6170 2411618/00542 14017.000 S F | 10.00000 140170.00| 20.00000 280340.00| 10.00000 140170.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6180 2452507/04000 33910.000 L F | 38.00000 1288580.00| 40.00000 1356400.00| 42.00000 1424220.00 C-I-P CONCRETE PILING DELIVERED 16" | | |6190 2452508/04000 33910.000 L F | 16.00000 542560.00| 1.00000 33910.00| 1.00000 33910.00 C-I-P CONCRETE PILING DRIVEN 16" | | |6200 2452519/04090 3.000 EACH | 6950.00000 20850.00| 3900.00000 11700.00| 5000.00000 15000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 16" | | |6210 2452519/04100 16.000 EACH | 7720.00000 123520.00| 4200.00000 67200.00| 6000.00000 96000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 16 | | |6220 2452519/04105 4.000 EACH | 8110.00000 32440.00| 4350.00000 17400.00| 6100.00000 24400.00 C-I-P CONCRETE TEST PILE 105 FT LONG 16 | | |6230 2452603/02010 702.000 L F | 25.00000 17550.00| 50.00000 35100.00| 15.00000 10530.00 PREBORING (EARTH) | | |6240 2479502/00010 16217.000 S F | 2.00000 32434.00| 1.00000 16217.00| 3.50000 56759.50 INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |6250 2479503/00010 16217.000 S F | 2.25000 36488.25| 2.50000 40542.50| 4.50000 72976.50 INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |6260 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 8000.00000 8000.00 DRAINAGE SYSTEM TYPE (B910) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6270 2514501/00010 128.000 S Y | 120.00000 15360.00| 150.00000 19200.00| 100.00000 12800.00 CONCRETE SLOPE PAVING | | |6280 2514503/00020 1028.000 S Y | 40.00000 41120.00| 50.00000 51400.00| 40.00000 41120.00 AGGREGATE SLOPE PAVING | | |6290 2545509/00011 LUMP | 30000.00000 30000.00| 21086.35000 21086.35| 22000.00000 22000.00 CONDUIT SYSTEM (LIGHTING) | | |6300 2545509/00045 LUMP | 10000.00000 10000.00| 3533.49000 3533.49| 5000.00000 5000.00 CONDUIT SYSTEM (RWIS) | | | SECTION TOTALS | $ 13,493,353.95| $ 12,011,828.32| $ 12,770,990.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE NO. 62926 | | |6310 2104601/00210 LUMP | 100.00000 100.00| 18500.00000 18500.00| 50000.00000 50000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |6320 2401501/01143 712.000 C Y | 350.00000 249200.00| 350.00000 249200.00| 250.00000 178000.00 STRUCTURAL CONCRETE (1A43) | | |6330 2401501/03643 1326.000 C Y | 575.00000 762450.00| 400.00000 530400.00| 465.00000 616590.00 STRUCTURAL CONCRETE (3Y43) | | |6340 2401512/03640 32298.000 S F | 15.00000 484470.00| 13.00000 419874.00| 14.00000 452172.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |6350 2401513/01246 765.000 L F | 65.00000 49725.00| 50.00000 38250.00| 57.00000 43605.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |6360 2401513/07146 904.000 L F | 80.00000 72320.00| 50.00000 45200.00| 66.00000 59664.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |6370 2401513/07247 783.000 L F | 80.00000 62640.00| 50.00000 39150.00| 69.00000 54027.00 TYPE MOD P-2 (TL-4) RAILING CONCRETE | | | (3Y46) | | |6380 2401541/00010 50610.000 LB | 1.05000 53140.50| 1.00000 50610.00| 1.00000 50610.00 REINFORCEMENT BARS | | |6390 2401541/00011 468980.000 LB | 1.15000 539327.00| 1.10000 515878.00| 1.10000 515878.00 REINFORCEMENT BARS (EPOXY COATED) | | |6400 2401601/00010 LUMP | 75000.00000 75000.00| 11000.00000 11000.00| 250000.00000 250000.00 STRUCTURE EXCAVATION | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6410 2401618/00300 18890.000 S F | 0.75000 14167.50| 0.47000 8878.30| 0.50000 9445.00 BRIDGE DECK PLANING | | |6420 2402546/07050 6.000 EACH | 2500.00000 15000.00| 2500.00000 15000.00| 2000.00000 12000.00 FLOOR DRAIN TYPE B705 | | |6430 2402583/00101 115.000 L F | 135.00000 15525.00| 80.00000 9200.00| 100.00000 11500.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |6440 2402583/00102 646.000 L F | 140.00000 90440.00| 100.00000 64600.00| 120.00000 77520.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |6450 2402583/00104 104.000 L F | 160.00000 16640.00| 150.00000 15600.00| 150.00000 15600.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |6460 2402584/00101 783.000 L F | 120.00000 93960.00| 70.00000 54810.00| 90.00000 70470.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |6470 2402591/00500 102.000 L F | 150.00000 15300.00| 125.00000 12750.00| 180.00000 18360.00 EXPANSION JOINT DEVICES TYPE 5 | | |6480 2402595/00010 98.000 EACH | 900.00000 88200.00| 1350.00000 132300.00| 1200.00000 117600.00 BEARING ASSEMBLY | | |6490 2404501/00200 21690.000 S F | 4.25000 92182.50| 2.00000 43380.00| 3.68000 79819.20 CONCRETE WEARING COURSE (3U17A) | | |6500 2405502/20045 4150.000 L F | 200.00000 830000.00| 140.00000 581000.00| 160.00000 664000.00 PRESTRESSED CONCRETE BEAMS MN45 | | |6510 2405511/20045 1068.000 L F | 75.00000 80100.00| 50.00000 53400.00| 60.00000 64080.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |6520 2411618/00220 9255.000 S F | 1.25000 11568.75| 1.05000 9717.75| 1.10000 10180.50 ANTI-GRAFFITI COATING | | |6530 2411618/00320 7842.000 S F | 3.50000 27447.00| 2.25000 17644.50| 2.00000 15684.00 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6540 2411618/00535 3286.000 S F | 13.00000 42718.00| 20.00000 65720.00| 10.00000 32860.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |6550 2411618/00542 4556.000 S F | 10.00000 45560.00| 20.00000 91120.00| 10.00000 45560.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6560 2442501/00011 LUMP | 93000.00000 93000.00| 85000.00000 85000.00| 500000.00000 500000.00 REMOVE EXISTING BRIDGE A | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6570 2442501/00012 LUMP | 641000.00000 641000.00| 650000.00000 650000.00| 50000.00000 50000.00 REMOVE EXISTING BRIDGE B | | |6580 2452507/02000 17330.000 L F | 21.00000 363930.00| 30.00000 519900.00| 29.00000 502570.00 C-I-P CONCRETE PILING DELIVERED 12" | | |6590 2452508/02000 17330.000 L F | 15.00000 259950.00| 1.00000 17330.00| 1.00000 17330.00 C-I-P CONCRETE PILING DRIVEN 12" | | |6600 2452519/02100 6.000 EACH | 5180.00000 31080.00| 3200.00000 19200.00| 4000.00000 24000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |6610 2452519/02110 3.000 EACH | 5700.00000 17100.00| 3400.00000 10200.00| 5000.00000 15000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |6620 2452519/02120 1.000 EACH | 6220.00000 6220.00| 3600.00000 3600.00| 6000.00000 6000.00 C-I-P CONCRETE TEST PILE 120 FT LONG 12 | | |6630 2452602/01310 40.000 EACH | 275.00000 11000.00| 250.00000 10000.00| 100.00000 4000.00 PILE POINTS 12" | | |6640 2452603/02010 243.000 L F | 25.00000 6075.00| 50.00000 12150.00| 15.00000 3645.00 PREBORING (EARTH) | | |6650 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 6000.00000 6000.00 DRAINAGE SYSTEM TYPE (B910) | | |6660 2514501/00010 115.000 S Y | 120.00000 13800.00| 150.00000 17250.00| 100.00000 11500.00 CONCRETE SLOPE PAVING | | |6670 2545509/00011 LUMP | 16000.00000 16000.00| 11988.65000 11988.65| 15000.00000 15000.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 5,288,836.25| $ 4,451,801.20| $ 4,670,269.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE NO. 62608 | | |6680 2104601/00210 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 1000.00000 1000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |6690 2401501/01143 1022.000 C Y | 350.00000 357700.00| 350.00000 357700.00| 300.00000 306600.00 STRUCTURAL CONCRETE (1A43) | | |6700 2401501/03643 1711.000 C Y | 575.00000 983825.00| 400.00000 684400.00| 450.00000 769950.00 STRUCTURAL CONCRETE (3Y43) | | |6710 2401512/03640 20533.000 S F | 13.00000 266929.00| 16.00000 328528.00| 18.00000 369594.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |6720 2401513/07146 620.000 L F | 90.00000 55800.00| 50.00000 31000.00| 70.00000 43400.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6730 2401515/03646 4522.000 S F | 9.00000 40698.00| 5.00000 22610.00| 7.00000 31654.00 SIDEWALK CONCRETE (3Y46) | | |6740 2401516/03646 1433.000 S F | 10.00000 14330.00| 5.00000 7165.00| 7.00000 10031.00 RAISED MEDIAN CONCRETE (3Y46) | | |6750 2401541/00010 138800.000 LB | 1.05000 145740.00| 1.00000 138800.00| 1.10000 152680.00 REINFORCEMENT BARS | | |6760 2401541/00011 372750.000 LB | 1.15000 428662.50| 1.10000 410025.00| 1.20000 447300.00 REINFORCEMENT BARS (EPOXY COATED) | | |6770 2401601/00010 LUMP | 75000.00000 75000.00| 42000.00000 42000.00| 100000.00000 100000.00 STRUCTURE EXCAVATION | | |6780 2401618/00020 692.000 S F | 18.00000 12456.00| 10.00000 6920.00| 3.86000 2671.12 ARCHITECTURAL PAVEMENT | | |6790 2401618/00300 16311.000 S F | 0.75000 12233.25| 0.47000 7666.17| 0.50000 8155.50 BRIDGE DECK PLANING | | |6800 2402583/00102 224.000 L F | 135.00000 30240.00| 100.00000 22400.00| 135.00000 30240.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |6810 2402583/00103 181.000 L F | 150.00000 27150.00| 120.00000 21720.00| 160.00000 28960.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 3 | | |6820 2402583/00104 259.000 L F | 165.00000 42735.00| 150.00000 38850.00| 180.00000 46620.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |6830 2402591/00400 200.000 L F | 150.00000 30000.00| 125.00000 25000.00| 180.00000 36000.00 EXPANSION JOINT DEVICES TYPE 4 | | |6840 2402595/00010 46.000 EACH | 950.00000 43700.00| 800.00000 36800.00| 1000.00000 46000.00 BEARING ASSEMBLY | | |6850 2405502/20054 2739.000 L F | 210.00000 575190.00| 160.00000 438240.00| 200.00000 547800.00 PRESTRESSED CONCRETE BEAMS MN54 | | |6860 2405511/20054 502.000 L F | 65.00000 32630.00| 55.00000 27610.00| 100.00000 50200.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |6870 2411618/00220 10157.000 S F | 1.25000 12696.25| 1.05000 10664.85| 1.09000 11071.13 ANTI-GRAFFITI COATING | | |6880 2411618/00320 10157.000 S F | 3.50000 35549.50| 2.25000 22853.25| 2.01000 20415.57 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6890 2411618/00535 7508.000 S F | 13.00000 97604.00| 20.00000 150160.00| 14.00000 105112.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6900 2411618/00542 2649.000 S F | 10.00000 26490.00| 20.00000 52980.00| 30.00000 79470.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6910 2442501/00010 LUMP | 65000.00000 65000.00| 35000.00000 35000.00| 150000.00000 150000.00 REMOVE EXISTING BRIDGE | | |6920 2452507/02000 10640.000 L F | 22.00000 234080.00| 30.00000 319200.00| 28.00000 297920.00 C-I-P CONCRETE PILING DELIVERED 12" | | |6930 2452507/04000 16100.000 L F | 37.50000 603750.00| 40.00000 644000.00| 41.00000 660100.00 C-I-P CONCRETE PILING DELIVERED 16" | | |6940 2452508/02000 10640.000 L F | 22.00000 234080.00| 1.00000 10640.00| 1.00000 10640.00 C-I-P CONCRETE PILING DRIVEN 12" | | |6950 2452508/04000 16100.000 L F | 16.00000 257600.00| 1.00000 16100.00| 1.00000 16100.00 C-I-P CONCRETE PILING DRIVEN 16" | | |6960 2452519/02100 2.000 EACH | 6890.00000 13780.00| 3200.00000 6400.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |6970 2452519/02110 2.000 EACH | 6270.00000 12540.00| 3400.00000 6800.00| 5100.00000 10200.00 C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |6980 2452519/04110 2.000 EACH | 9530.00000 19060.00| 4600.00000 9200.00| 6000.00000 12000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |6990 2452602/00301 1.000 EACH | 2500.00000 2500.00| 1500.00000 1500.00| 2000.00000 2000.00 PILE ANALYSIS | | |7000 2452603/02010 720.000 L F | 25.00000 18000.00| 50.00000 36000.00| 15.00000 10800.00 PREBORING (EARTH) | | |7010 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 8000.00000 8000.00 DRAINAGE SYSTEM TYPE (B910) | | |7020 2514503/00020 415.000 S Y | 40.00000 16600.00| 50.00000 20750.00| 50.00000 20750.00 AGGREGATE SLOPE PAVING | | |7030 2545509/00011 LUMP | 13000.00000 13000.00| 11755.39000 11755.39| 13000.00000 13000.00 CONDUIT SYSTEM (LIGHTING) | | |7040 2545509/00022 LUMP | 17500.00000 17500.00| 10081.11000 10081.11| 11000.00000 11000.00 CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,862,348.50| $ 4,014,518.77| $ 4,477,434.32------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 BRIDGE NO. 62609 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7050 2401501/01143 979.000 C Y | 350.00000 342650.00| 350.00000 342650.00| 300.00000 293700.00 STRUCTURAL CONCRETE (1A43) | | |7060 2401501/03643 1365.000 C Y | 575.00000 784875.00| 400.00000 546000.00| 450.00000 614250.00 STRUCTURAL CONCRETE (3Y43) | | |7070 2401512/03640 27036.000 S F | 15.00000 405540.00| 16.00000 432576.00| 18.00000 486648.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |7080 2401513/07146 753.000 L F | 90.00000 67770.00| 50.00000 37650.00| 70.00000 52710.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |7090 2401515/03646 5994.000 S F | 9.50000 56943.00| 5.00000 29970.00| 7.00000 41958.00 SIDEWALK CONCRETE (3Y46) | | |7100 2401516/03646 3011.000 S F | 9.50000 28604.50| 5.00000 15055.00| 7.00000 21077.00 RAISED MEDIAN CONCRETE (3Y46) | | |7110 2401541/00010 86010.000 LB | 1.05000 90310.50| 1.00000 86010.00| 1.10000 94611.00 REINFORCEMENT BARS | | |7120 2401541/00011 341270.000 LB | 1.15000 392460.50| 1.10000 375397.00| 1.20000 409524.00 REINFORCEMENT BARS (EPOXY COATED) | | |7130 2401601/00010 LUMP | 75000.00000 75000.00| 60000.00000 60000.00| 100000.00000 100000.00 STRUCTURE EXCAVATION | | |7140 2401602/00002 50.000 EACH | 30.00000 1500.00| 15.00000 750.00| 50.00000 2500.00 DOWEL BAR ASSEMBLY (EPOXY COATED) | | |7150 2401618/00020 1489.000 S F | 18.00000 26802.00| 10.00000 14890.00| 2.75000 4094.75 ARCHITECTURAL PAVEMENT | | |7160 2401618/00300 18018.000 S F | 0.75000 13513.50| 0.47000 8468.46| 0.50000 9009.00 BRIDGE DECK PLANING | | |7170 2402583/00101 108.000 L F | 135.00000 14580.00| 80.00000 8640.00| 120.00000 12960.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |7180 2402583/00102 620.000 L F | 135.00000 83700.00| 100.00000 62000.00| 140.00000 86800.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |7190 2402591/00500 181.000 L F | 150.00000 27150.00| 125.00000 22625.00| 200.00000 36200.00 EXPANSION JOINT DEVICES TYPE 5 | | |7200 2402595/00010 60.000 EACH | 800.00000 48000.00| 800.00000 48000.00| 1000.00000 60000.00 BEARING ASSEMBLY | | |7210 2405502/20045 2976.000 L F | 200.00000 595200.00| 140.00000 416640.00| 200.00000 595200.00 PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7220 2405511/20045 821.000 L F | 75.00000 61575.00| 55.00000 45155.00| 100.00000 82100.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |7230 2411618/00220 9265.000 S F | 1.25000 11581.25| 1.05000 9728.25| 1.09000 10098.85 ANTI-GRAFFITI COATING | | |7240 2411618/00320 9265.000 S F | 3.50000 32427.50| 2.25000 20846.25| 2.01000 18622.65 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |7250 2411618/00535 5536.000 S F | 13.00000 71968.00| 20.00000 110720.00| 14.00000 77504.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |7260 2411618/00542 3729.000 S F | 10.00000 37290.00| 20.00000 74580.00| 14.00000 52206.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |7270 2433516/00110 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 50.00000 500.00 ANCHORAGES TYPE REINF BARS | | |7280 2452507/02000 5700.000 L F | 26.00000 148200.00| 30.00000 171000.00| 30.00000 171000.00 C-I-P CONCRETE PILING DELIVERED 12" | | |7290 2452507/04000 16430.000 L F | 47.00000 772210.00| 40.00000 657200.00| 42.00000 690060.00 C-I-P CONCRETE PILING DELIVERED 16" | | |7300 2452508/02000 5700.000 L F | 10.00000 57000.00| 1.00000 5700.00| 1.00000 5700.00 C-I-P CONCRETE PILING DRIVEN 12" | | |7310 2452508/04000 16430.000 L F | 10.00000 164300.00| 1.00000 16430.00| 1.00000 16430.00 C-I-P CONCRETE PILING DRIVEN 16" | | |7320 2452519/02080 2.000 EACH | 5000.00000 10000.00| 2800.00000 5600.00| 3500.00000 7000.00 C-I-P CONCRETE TEST PILE 80 FT LONG 12" | | |7330 2452519/02095 2.000 EACH | 6250.00000 12500.00| 3100.00000 6200.00| 4000.00000 8000.00 C-I-P CONCRETE TEST PILE 95 FT LONG 12" | | |7340 2452519/04095 2.000 EACH | 6500.00000 13000.00| 4150.00000 8300.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 95 FT LONG 16" | | |7350 2452519/04115 5.000 EACH | 7500.00000 37500.00| 4650.00000 23250.00| 6000.00000 30000.00 C-I-P CONCRETE TEST PILE 115 FT LONG 16 | | |7360 2452602/00301 2.000 EACH | 3500.00000 7000.00| 1500.00000 3000.00| 1900.00000 3800.00 PILE ANALYSIS | | |7370 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 5000.00000 5000.00 DRAINAGE SYSTEM TYPE (B910) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7380 2511501/00013 172.000 C Y | 65.00000 11180.00| 65.00000 11180.00| 100.00000 17200.00 RANDOM RIPRAP CLASS III | | |7390 2514503/00020 231.000 S Y | 40.00000 9240.00| 50.00000 11550.00| 50.00000 11550.00 AGGREGATE SLOPE PAVING | | |7400 2545509/00011 LUMP | 10000.00000 10000.00| 20580.17000 20580.17| 22000.00000 22000.00 CONDUIT SYSTEM (LIGHTING) | | |7410 2545509/00022 LUMP | 10000.00000 10000.00| 13274.44000 13274.44| 15000.00000 15000.00 CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,534,320.75| $ 3,723,865.57| $ 4,175,013.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 BRIDGE NO. 62831A | | |7420 2401501/01143 97.000 C Y | 400.00000 38800.00| 350.00000 33950.00| 350.00000 33950.00 STRUCTURAL CONCRETE (1A43) | | |7430 2401501/03643 249.000 C Y | 650.00000 161850.00| 400.00000 99600.00| 600.00000 149400.00 STRUCTURAL CONCRETE (3Y43) | | |7440 2401512/03640 8100.000 S F | 17.00000 137700.00| 16.00000 129600.00| 18.00000 145800.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |7450 2401513/01146 316.000 L F | 65.00000 20540.00| 50.00000 15800.00| 57.00000 18012.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |7460 2401513/01346 300.000 L F | 70.00000 21000.00| 50.00000 15000.00| 64.00000 19200.00 TYPE F (TL-5) RAILING CONCRETE (3Y46) | | |7470 2401541/00010 6630.000 LB | 1.15000 7624.50| 1.00000 6630.00| 1.20000 7956.00 REINFORCEMENT BARS | | |7480 2401541/00011 103080.000 LB | 1.15000 118542.00| 1.10000 113388.00| 1.20000 123696.00 REINFORCEMENT BARS (EPOXY COATED) | | |7490 2401601/00010 LUMP | 50000.00000 50000.00| 14000.00000 14000.00| 45000.00000 45000.00 STRUCTURE EXCAVATION | | |7500 2401618/00300 10050.000 S F | 0.75000 7537.50| 0.47000 4723.50| 0.50000 5025.00 BRIDGE DECK PLANING | | |7510 2402521/00009 81660.000 LB | 2.23000 182101.80| 1.61000 131472.60| 2.00000 163320.00 STRUCTURAL STEEL (3309) | | |7520 2402591/00500 114.000 L F | 150.00000 17100.00| 125.00000 14250.00| 175.00000 19950.00 EXPANSION JOINT DEVICES TYPE 5 | | |7530 2402595/00010 3.000 EACH | 1500.00000 4500.00| 2200.00000 6600.00| 2200.00000 6600.00 BEARING ASSEMBLY | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7540 2402602/00100 2270.000 EACH | 7.00000 15890.00| 5.00000 11350.00| 3.00000 6810.00 SHEAR STUDS | | |7550 2433502/00015 31.000 C Y | 500.00000 15500.00| 250.00000 7750.00| 300.00000 9300.00 REMOVE CONCRETE | | |7560 2433505/00004 5980.000 S F | 18.00000 107640.00| 5.00000 29900.00| 4.00000 23920.00 REMOVE CONCRETE SLAB, OVERLAY AND RAIL | | |7570 2433516/00110 217.000 EACH | 25.00000 5425.00| 25.00000 5425.00| 25.00000 5425.00 ANCHORAGES TYPE REINF BARS | | |7580 2433602/00080 1.000 EACH | 1000.00000 1000.00| 1500.00000 1500.00| 2000.00000 2000.00 REPOSITION BEARING | | |7590 2433602/00140 60.000 EACH | 30.00000 1800.00| 30.00000 1800.00| 35.00000 2100.00 GROUTED REINFORCEMENT BARS | | |7600 2433618/00210 420.000 S F | 120.00000 50400.00| 50.00000 21000.00| 35.00000 14700.00 RECONSTRUCT CONCRETE SLOPE PAVING | | |7610 2452507/02000 1020.000 L F | 21.00000 21420.00| 30.00000 30600.00| 35.00000 35700.00 C-I-P CONCRETE PILING DELIVERED 12" | | |7620 2452508/02000 1020.000 L F | 20.00000 20400.00| 1.00000 1020.00| 1.00000 1020.00 C-I-P CONCRETE PILING DRIVEN 12" | | |7630 2452519/02030 2.000 EACH | 4720.00000 9440.00| 1800.00000 3600.00| 2000.00000 4000.00 C-I-P CONCRETE TEST PILE 30 FT LONG 12" | | |7640 2452519/02040 1.000 EACH | 6290.00000 6290.00| 2000.00000 2000.00| 2100.00000 2100.00 C-I-P CONCRETE TEST PILE 40 FT LONG 12" | | |7650 2452602/01310 43.000 EACH | 250.00000 10750.00| 250.00000 10750.00| 100.00000 4300.00 PILE POINTS 12" | | |7660 2479502/00010 3560.000 S F | 6.00000 21360.00| 1.00000 3560.00| 3.50000 12460.00 INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |7670 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00 DRAINAGE SYSTEM TYPE (B910) | | |7680 2545509/00011 LUMP | 10000.00000 10000.00| 6043.60000 6043.60| 6300.00000 6300.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 1,067,110.80| $ 723,312.70| $ 870,044.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 BRIDGE NO. 62610 | | |7690 2401501/01143 1092.000 C Y | 350.00000 382200.00| 350.00000 382200.00| 220.00000 240240.00 STRUCTURAL CONCRETE (1A43) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7700 2401501/03643 1199.000 C Y | 575.00000 689425.00| 400.00000 479600.00| 450.00000 539550.00 STRUCTURAL CONCRETE (3Y43) | | |7710 2401512/03640 22706.000 S F | 14.00000 317884.00| 16.00000 363296.00| 15.00000 340590.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |7720 2401513/01246 417.000 L F | 65.00000 27105.00| 50.00000 20850.00| 60.00000 25020.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |7730 2401513/07146 401.000 L F | 90.00000 36090.00| 50.00000 20050.00| 67.00000 26867.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |7740 2401515/03646 3957.000 S F | 9.00000 35613.00| 5.00000 19785.00| 6.00000 23742.00 SIDEWALK CONCRETE (3Y46) | | |7750 2401541/00010 77240.000 LB | 1.05000 81102.00| 1.00000 77240.00| 1.10000 84964.00 REINFORCEMENT BARS | | |7760 2401541/00011 285130.000 LB | 1.15000 327899.50| 1.10000 313643.00| 1.20000 342156.00 REINFORCEMENT BARS (EPOXY COATED) | | |7770 2401601/00010 LUMP | 75000.00000 75000.00| 105000.00000 105000.00| 80000.00000 80000.00 STRUCTURE EXCAVATION | | |7780 2401618/00020 660.000 S F | 18.00000 11880.00| 10.00000 6600.00| 4.00000 2640.00 ARCHITECTURAL PAVEMENT | | |7790 2401618/00300 18730.000 S F | 0.75000 14047.50| 0.47000 8803.10| 0.50000 9365.00 BRIDGE DECK PLANING | | |7800 2402583/00101 66.000 L F | 135.00000 8910.00| 80.00000 5280.00| 120.00000 7920.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |7810 2402583/00102 201.000 L F | 135.00000 27135.00| 100.00000 20100.00| 130.00000 26130.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |7820 2402583/00103 50.000 L F | 150.00000 7500.00| 125.00000 6250.00| 160.00000 8000.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 3 | | |7830 2402583/00104 62.000 L F | 165.00000 10230.00| 150.00000 9300.00| 180.00000 11160.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |7840 2402591/00400 135.000 L F | 150.00000 20250.00| 125.00000 16875.00| 150.00000 20250.00 EXPANSION JOINT DEVICES TYPE 4 | | |7850 2402595/00010 60.000 EACH | 950.00000 57000.00| 800.00000 48000.00| 800.00000 48000.00 BEARING ASSEMBLY | | |7860 2405502/20045 3258.000 L F | 200.00000 651600.00| 140.00000 456120.00| 175.00000 570150.00 PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7870 2405511/20045 571.000 L F | 75.00000 42825.00| 50.00000 28550.00| 75.00000 42825.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |7880 2411618/00220 8552.000 S F | 1.25000 10690.00| 1.05000 8979.60| 1.09000 9321.68 ANTI-GRAFFITI COATING | | |7890 2411618/00320 8552.000 S F | 3.50000 29932.00| 2.25000 19242.00| 2.00000 17104.00 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |7900 2411618/00535 4735.000 S F | 13.00000 61555.00| 20.00000 94700.00| 11.00000 52085.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |7910 2411618/00542 3817.000 S F | 10.00000 38170.00| 20.00000 76340.00| 11.00000 41987.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |7920 2451601/08010 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 50000.00000 50000.00 SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION (SOUTH ABUTMENT) | | |7930 2451601/08010 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 60000.00000 60000.00 SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION SYSTEM (PIER 1) | | |7940 2451601/08010 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 60000.00000 60000.00 SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION SYSTEM (PIER 2) | | |7950 2452507/04000 8160.000 L F | 37.50000 306000.00| 40.00000 326400.00| 43.00000 350880.00 C-I-P CONCRETE PILING DELIVERED 16" | | |7960 2452508/04000 8160.000 L F | 16.00000 130560.00| 1.00000 8160.00| 1.00000 8160.00 C-I-P CONCRETE PILING DRIVEN 16" | | |7970 2452519/04100 2.000 EACH | 8220.00000 16440.00| 4200.00000 8400.00| 6000.00000 12000.00 C-I-P CONCRETE TEST PILE 100 FT LONG 16 | | |7980 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 10000.00000 10000.00 DRAINAGE SYSTEM TYPE (B910) | | |7990 2514501/00010 44.000 S Y | 125.00000 5500.00| 150.00000 6600.00| 100.00000 4400.00 CONCRETE SLOPE PAVING | | |8000 2514503/00020 100.000 S Y | 40.00000 4000.00| 50.00000 5000.00| 50.00000 5000.00 AGGREGATE SLOPE PAVING | | |8010 2545509/00011 LUMP | 10000.00000 10000.00| 13827.68000 13827.68| 15000.00000 15000.00 CONDUIT SYSTEM (LIGHTING) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8020 2545509/00022 LUMP | 10000.00000 10000.00| 12410.62000 12410.62| 15000.00000 15000.00 CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 3,599,043.00| $ 3,269,602.00| $ 3,160,506.68------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0011 BRIDGE NO. 62919 | | |8030 2104601/00210 LUMP | 5000.00000 5000.00| 8500.00000 8500.00| 5000.00000 5000.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |8040 2401501/01143 641.000 C Y | 350.00000 224350.00| 350.00000 224350.00| 200.00000 128200.00 STRUCTURAL CONCRETE (1A43) | | |8050 2401501/03643 938.000 C Y | 575.00000 539350.00| 400.00000 375200.00| 400.00000 375200.00 STRUCTURAL CONCRETE (3Y43) | | |8060 2401512/03640 12377.000 S F | 15.00000 185655.00| 13.00000 160901.00| 15.00000 185655.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |8070 2401513/01246 218.000 L F | 65.00000 14170.00| 50.00000 10900.00| 60.00000 13080.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |8080 2401514/07646 136.000 L F | 55.00000 7480.00| 50.00000 6800.00| 60.00000 8160.00 SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |8090 2401541/00010 55590.000 LB | 1.05000 58369.50| 1.00000 55590.00| 1.10000 61149.00 REINFORCEMENT BARS | | |8100 2401541/00011 179310.000 LB | 1.15000 206206.50| 1.10000 197241.00| 1.20000 215172.00 REINFORCEMENT BARS (EPOXY COATED) | | |8110 2401601/00010 LUMP | 50000.00000 50000.00| 110000.00000 110000.00| 50000.00000 50000.00 STRUCTURE EXCAVATION | | |8120 2401618/00300 21108.000 S F | 0.75000 15831.00| 0.47000 9920.76| 0.50000 10554.00 BRIDGE DECK PLANING | | |8130 2402591/00400 193.000 L F | 150.00000 28950.00| 125.00000 24125.00| 120.00000 23160.00 EXPANSION JOINT DEVICES TYPE 4 | | |8140 2402595/00010 26.000 EACH | 900.00000 23400.00| 800.00000 20800.00| 800.00000 20800.00 BEARING ASSEMBLY | | |8150 2404501/00200 21956.000 S F | 4.25000 93313.00| 2.00000 43912.00| 4.87000 106925.72 CONCRETE WEARING COURSE (3U17A) | | |8160 2405502/20054 1742.000 L F | 210.00000 365820.00| 160.00000 278720.00| 175.00000 304850.00 PRESTRESSED CONCRETE BEAMS MN54 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8170 2405511/20054 258.000 L F | 75.00000 19350.00| 55.00000 14190.00| 75.00000 19350.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |8180 2411618/00220 3177.000 S F | 1.25000 3971.25| 1.05000 3335.85| 1.09000 3462.93 ANTI-GRAFFITI COATING | | |8190 2411618/00320 3177.000 S F | 3.50000 11119.50| 2.25000 7148.25| 2.01000 6385.77 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |8200 2411618/00535 2571.000 S F | 13.00000 33423.00| 20.00000 51420.00| 11.00000 28281.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8210 2411618/00542 606.000 S F | 10.00000 6060.00| 20.00000 12120.00| 11.00000 6666.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8220 2442501/00010 LUMP | 99000.00000 99000.00| 200000.00000 200000.00| 100000.00000 100000.00 REMOVE EXISTING BRIDGE | | |8230 2452507/04000 18120.000 L F | 38.00000 688560.00| 40.00000 724800.00| 41.00000 742920.00 C-I-P CONCRETE PILING DELIVERED 16" | | |8240 2452508/04000 18120.000 L F | 16.00000 289920.00| 1.00000 18120.00| 1.00000 18120.00 C-I-P CONCRETE PILING DRIVEN 16" | | |8250 2452519/04110 2.000 EACH | 8070.00000 16140.00| 4500.00000 9000.00| 6000.00000 12000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |8260 2452519/04130 2.000 EACH | 9540.00000 19080.00| 5100.00000 10200.00| 7000.00000 14000.00 C-I-P CONCRETE TEST PILE 130 FT LONG 16 | | |8270 2452602/00301 2.000 EACH | 2500.00000 5000.00| 1500.00000 3000.00| 1900.00000 3800.00 PILE ANALYSIS | | |8280 2452603/08010 8794.000 L F | 11.00000 96734.00| 25.00000 219850.00| 10.00000 87940.00 SUPPLEMENTAL DESCRIPTION PILE COATING | | |8290 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 5000.00000 5000.00 DRAINAGE SYSTEM TYPE (B910) | | |8300 2545509/00011 LUMP | 10000.00000 10000.00| 2517.22000 2517.22| 5000.00000 5000.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 3,118,752.75| $ 2,804,661.08| $ 2,560,831.42------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0012 BRIDGE NO. 62918 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8470 2411618/00535 2590.000 S F | 13.00000 33670.00| 20.00000 51800.00| 11.00000 28490.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8480 2411618/00542 549.000 S F | 10.00000 5490.00| 20.00000 10980.00| 13.00000 7137.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8490 2452507/04000 16860.000 L F | 38.00000 640680.00| 40.00000 674400.00| 43.00000 724980.00 C-I-P CONCRETE PILING DELIVERED 16" | | |8500 2452508/04000 16860.000 L F | 16.00000 269760.00| 1.00000 16860.00| 1.00000 16860.00 C-I-P CONCRETE PILING DRIVEN 16" | | |8510 2452519/04110 2.000 EACH | 7990.00000 15980.00| 4500.00000 9000.00| 6000.00000 12000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |8520 2452519/04130 2.000 EACH | 9440.00000 18880.00| 5100.00000 10200.00| 7000.00000 14000.00 C-I-P CONCRETE TEST PILE 130 FT LONG 16 | | |8530 2452602/00301 2.000 EACH | 2500.00000 5000.00| 1500.00000 3000.00| 1900.00000 3800.00 PILE ANALYSIS | | |8540 2452603/08010 8194.000 L F | 11.00000 90134.00| 25.00000 204850.00| 10.00000 81940.00 SUPPLEMENTAL DESCRIPTION PILE COATING | | |8550 2502502/00010 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 5000.00000 5000.00 DRAINAGE SYSTEM TYPE (B910) | | |8560 2545509/00011 LUMP | 10000.00000 10000.00| 8619.46000 8619.46| 10000.00000 10000.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 2,880,332.75| $ 2,470,165.18| $ 2,598,522.06------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0013 BRIDGE NO. 62856 | | |8570 2401501/01143 642.000 C Y | 350.00000 224700.00| 350.00000 224700.00| 250.00000 160500.00 STRUCTURAL CONCRETE (1A43) | | |8580 2401501/03643 454.000 C Y | 575.00000 261050.00| 400.00000 181600.00| 650.00000 295100.00 STRUCTURAL CONCRETE (3Y43) | | |8590 2401512/03640 22230.000 S F | 15.00000 333450.00| 13.00000 288990.00| 17.00000 377910.00 BRIDGE SLAB CONCRETE (3Y36HP) | | |8600 2401513/01246 1379.000 L F | 65.00000 89635.00| 50.00000 68950.00| 57.00000 78603.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8610 2401541/00010 64090.000 LB | 1.05000 67294.50| 1.00000 64090.00| 1.10000 70499.00 REINFORCEMENT BARS | | |8620 2401541/00011 309150.000 LB | 1.15000 355522.50| 1.10000 340065.00| 1.20000 370980.00 REINFORCEMENT BARS (EPOXY COATED) | | |8630 2401601/00010 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 100000.00000 100000.00 STRUCTURE EXCAVATION | | |8640 2401618/00300 17784.000 S F | 0.75000 13338.00| 0.47000 8358.48| 0.50000 8892.00 BRIDGE DECK PLANING | | |8650 2402521/00009 1229130.000 LB | 1.78000 2187851.40| 1.61000 1978899.30| 1.80000 2212434.00 STRUCTURAL STEEL (3309) | | |8660 2402546/07050 2.000 EACH | 3500.00000 7000.00| 2500.00000 5000.00| 2000.00000 4000.00 FLOOR DRAIN TYPE B705 | | |8670 2402591/00500 64.000 L F | 150.00000 9600.00| 125.00000 8000.00| 150.00000 9600.00 EXPANSION JOINT DEVICES TYPE 5 | | |8680 2402602/00068 24.000 EACH | 7500.00000 180000.00| 7500.00000 180000.00| 6000.00000 144000.00 POT-TYPE BEARING ASSEMBLY | | |8690 2404501/00200 20607.000 S F | 4.25000 87579.75| 2.00000 41214.00| 3.74000 77070.18 CONCRETE WEARING COURSE (3U17A) | | |8700 2411618/00220 1938.000 S F | 1.25000 2422.50| 1.05000 2034.90| 1.09000 2112.42 ANTI-GRAFFITI COATING | | |8710 2411618/00320 1938.000 S F | 3.50000 6783.00| 2.25000 4360.50| 2.01000 3895.38 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |8720 2411618/00535 447.000 S F | 13.00000 5811.00| 20.00000 8940.00| 14.00000 6258.00 ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8730 2411618/00542 1491.000 S F | 10.00000 14910.00| 20.00000 29820.00| 11.00000 16401.00 ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8740 2452507/02000 2200.000 L F | 22.00000 48400.00| 30.00000 66000.00| 29.00000 63800.00 C-I-P CONCRETE PILING DELIVERED 12" | | |8750 2452507/04000 9175.000 L F | 28.00000 256900.00| 40.00000 367000.00| 39.00000 357825.00 C-I-P CONCRETE PILING DELIVERED 16" | | |8760 2452508/02000 2200.000 L F | 16.00000 35200.00| 1.00000 2200.00| 1.00000 2200.00 C-I-P CONCRETE PILING DRIVEN 12" | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) 0000841450 |( 2 ) A420 |ENGINEER'S ESTIMATE |LUNDA/SHAFER JV |AMES CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8770 2452508/04000 9175.000 L F | 10.00000 91750.00| 1.00000 9175.00| 1.00000 9175.00 C-I-P CONCRETE PILING DRIVEN 16" | | |8780 2452519/02110 1.000 EACH | 4830.00000 4830.00| 3400.00000 3400.00| 4000.00000 4000.00 C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |8790 2452519/04115 5.000 EACH | 10660.00000 53300.00| 4650.00000 23250.00| 5000.00000 25000.00 C-I-P CONCRETE TEST PILE 115 FT LONG 16 | | |8800 2452603/02010 69.000 L F | 25.00000 1725.00| 50.00000 3450.00| 35.00000 2415.00 PREBORING (EARTH) | | |8810 2479502/00010 15893.000 S F | 2.00000 31786.00| 1.00000 15893.00| 4.00000 63572.00 INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |8820 2479503/00010 15893.000 S F | 2.25000 35759.25| 2.50000 39732.50| 4.70000 74697.10 INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |8830 2502502/00010 LUMP | 2500.00000 2500.00| 200.00000 200.00| 2000.00000 2000.00 DRAINAGE SYSTEM TYPE (B910) | | |8840 2514501/00010 26.000 S Y | 125.00000 3250.00| 150.00000 3900.00| 100.00000 2600.00 CONCRETE SLOPE PAVING | | |8850 2545509/00011 LUMP | 15000.00000 15000.00| 9925.89000 9925.89| 12000.00000 12000.00 CONDUIT SYSTEM (LIGHTING) | | |8860 2545509/00022 LUMP | 15000.00000 15000.00| 6959.44000 6959.44| 10000.00000 10000.00 CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,472,347.90| $ 4,001,108.01| $ 4,567,539.08------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 119,834,500.00| $ 115,779,459.33| $ 119,672,742.59====================================================================================================================================




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 RECONSTRUCT CAYUGA. | | |0010 2011601/00003 LUMP | 18000.00000 18000.00| 100000.00000 100000.00| CONSTRUCTION SURVEYING | | |0020 2011601/00010 LUMP | 46000.00000 46000.00| 85000.00000 85000.00| VIBRATION MONITORING | | |0030 2013602/00023 1.000 EACH | 71500.00000 71500.00| 67345.00000 67345.00| ROAD/WEATHER INFORMATION STATION | | |0040 2016601/08010 LUMP | 3595000.00000 3595000.00| 3750000.00000 3750000.00| SUPPLEMENTAL DESCRIPTION TEMPORARY | | | CONSTRUCTION & TRAFFIC CONTROL | | |0050 2021501/00010 LUMP | 6120000.00000 6120000.00| 6000000.00000 6000000.00| MOBILIZATION | | |0060 2031501/00042 1.000 EACH | 125000.00000 125000.00| 150000.00000 150000.00| FIELD OFFICE TYPE D-MODIFIED | | |0070 2031503/00041 1.000 EACH | 55500.00000 55500.00| 25000.00000 25000.00| FIELD LABORATORY TYPE DX | | |0080 2051501/00010 LUMP | 1.00000 1.00| 1.00000 1.00| MAINT AND RESTORATION OF HAUL ROADS | | |0090 2101501/00010 8.100 ACRE | 2020.00000 16362.00| 1900.00000 15390.00| CLEARING | | |0100 2101502/00010 306.000 TREE | 48.00000 14688.00| 45.00000 13770.00| CLEARING | | |0110 2101506/00010 8.100 ACRE | 1860.00000 15066.00| 1750.00000 14175.00| GRUBBING | | |0120 2101507/00010 306.000 TREE | 48.00000 14688.00| 45.00000 13770.00| GRUBBING | | |0130 2103501/00010 LUMP | 5410.00000 5410.00| 7000.00000 7000.00| BUILDING REMOVAL | | |0140 2103505/00020 1.000 EACH | 380.00000 380.00| 1700.00000 1700.00| DISCONNECT SEWER SERVICE | | |0150 2103507/00010 1.000 EACH | 1530.00000 1530.00| 1700.00000 1700.00| DISCONNECT WATER SERVICE | | |0160 2103607/00010 12.000 C Y | 105.00000 1260.00| 130.00000 1560.00| HAUL AND DISPOSAL OF NON-HAZARDOUS WAST | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0170 2104501/00010 280.000 L F | 12.00000 3360.00| 14.00000 3920.00| REMOVE PIPE CULVERTS | | |0180 2104501/00013 7665.000 L F | 9.10000 69751.50| 13.25000 101561.25| REMOVE WATER MAIN | | |0190 2104501/00014 1626.000 L F | 49.50000 80487.00| 52.75000 85771.50| REMOVE MANHOLES OR CATCH BASINS | | |0200 2104501/00016 11348.000 L F | 11.00000 124828.00| 14.25000 161709.00| REMOVE SEWER PIPE (STORM) | | |0210 2104501/00017 5033.000 L F | 14.00000 70462.00| 18.50000 93110.50| REMOVE SEWER PIPE (SANITARY) | | |0220 2104501/00022 40143.000 L F | 1.50000 60214.50| 2.80000 112400.40| REMOVE CURB AND GUTTER | | |0230 2104501/00030 1409.000 L F | 49.00000 69041.00| 100.00000 140900.00| REMOVE CONCRETE RETAINING WALL | | |0240 2104501/00032 167.000 L F | 44.00000 7348.00| 85.00000 14195.00| REMOVE WOOD RETAINING WALL | | |0250 2104501/00037 13347.000 L F | 2.90000 38706.30| 2.50000 33367.50| REMOVE CHAIN LINK FENCE | | |0260 2104501/00041 511.000 L F | 1.30000 664.30| 1.26000 643.86| REMOVE CABLE GUARDRAIL | | |0270 2104501/00042 13532.000 L F | 3.50000 47362.00| 3.27000 44249.64| REMOVE GUARD RAIL-PLATE BEAM | | |0280 2104501/00049 8205.000 L F | 12.00000 98460.00| 10.00000 82050.00| REMOVE CONCRETE MEDIAN BARRIER | | |0290 2104501/00075 132.000 L F | 21.50000 2838.00| 86.00000 11352.00| REMOVE CONCRETE BLOCK WALL | | |0300 2104501/00085 72.000 L F | 10.00000 720.00| 11.50000 828.00| REMOVE WATER SERVICE PIPE | | |0310 2104501/00250 39.000 L F | 37.00000 1443.00| 35.22000 1373.58| REMOVE SIGN WALKWAY | | |0320 2104503/00003 1680.000 S F | 6.90000 11592.00| 3.50000 5880.00| REMOVE WOOD RETAINING WALL | | |0330 2104503/00019 60475.000 S F | 0.85000 51403.75| 1.00000 60475.00| REMOVE CONCRETE SLAB | | |0340 2104505/00013 2699.000 S Y | 5.30000 14304.70| 4.00000 10796.00| REMOVE CONCRETE MEDIAN | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0350 2104505/00021 7493.000 S Y | 5.70000 42710.10| 3.60000 26974.80| REMOVE CONCRETE WALK | | |0360 2104505/00100 4843.000 S Y | 8.60000 41649.80| 7.30000 35353.90| REMOVE PAVEMENT | | |0370 2104505/00108 1183.000 S Y | 5.70000 6743.10| 4.70000 5560.10| REMOVE CONCRETE DRIVEWAY PAVEMENT | | |0380 2104505/00110 35644.000 S Y | 4.10000 146140.40| 6.00000 213864.00| REMOVE CONCRETE PAVEMENT | | |0390 2104505/00111 2611.000 S Y | 12.50000 32637.50| 8.50000 22193.50| REMOVE CONCRETE APPROACH PANEL | | |0400 2104505/00119 2547.000 S Y | 4.50000 11461.50| 4.00000 10188.00| REMOVE BITUMINOUS DRIVEWAY PAVEMENT | | |0410 2104505/00120 100422.000 S Y | 2.00000 200844.00| 4.00000 401688.00| REMOVE BITUMINOUS PAVEMENT | | |0420 2104509/00013 43.000 EACH | 165.00000 7095.00| 151.00000 6493.00| REMOVE PIPE APRON | | |0430 2104509/00026 2.000 EACH | 2160.00000 4320.00| 2550.00000 5100.00| REMOVE MISCELLANEOUS STRUCTURES | | |0440 2104509/00037 2.000 EACH | 95.50000 191.00| 90.57000 181.14| REMOVE ANCHORAGE ASSEMBLY-CABLE | | |0450 2104509/00038 7.000 EACH | 95.50000 668.50| 90.57000 633.99| REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM | | |0460 2104509/00047 11.000 EACH | 59.50000 654.50| 160.00000 1760.00| REMOVE WOOD POST | | |0470 2104509/00048 1.000 EACH | 225.00000 225.00| 210.00000 210.00| REMOVE LIGHTING UNIT | | |0480 2104509/00055 8.000 EACH | 370.00000 2960.00| 352.22000 2817.76| REMOVE TWISTED END TREATMENT | | |0490 2104509/00098 7.000 EACH | 395.00000 2765.00| 700.00000 4900.00| REMOVE UTILITY VAULT | | |0500 2104509/00108 21.000 EACH | 155.00000 3255.00| 143.50000 3013.50| REMOVE GATE VALVE & BOX | | |0510 2104509/00111 10.000 EACH | 885.00000 8850.00| 143.50000 1435.00| REMOVE HYDRANT | | |0520 2104509/00126 1.000 EACH | 230.00000 230.00| 215.00000 215.00| REMOVE CCTV POLES | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0530 2104509/00150 15.000 EACH | 530.00000 7950.00| 600.00000 9000.00| REMOVE FOUNDATION | | |0540 2104509/00170 14.000 EACH | 37.00000 518.00| 35.22000 493.08| REMOVE DELINEATOR | | |0550 2104509/00180 4.000 EACH | 37.00000 148.00| 35.22000 140.88| REMOVE MARKER | | |0560 2104509/00199 3.000 EACH | 265.00000 795.00| 300.00000 900.00| REMOVE SIGN | | |0570 2104509/00201 1.000 EACH | 765.00000 765.00| 724.56000 724.56| REMOVE SIGN TYPE A | | |0580 2104509/00203 158.000 EACH | 49.50000 7821.00| 47.10000 7441.80| REMOVE SIGN TYPE C | | |0590 2104509/00205 11.000 EACH | 76.50000 841.50| 72.46000 797.06| REMOVE SIGN TYPE D | | |0600 2104509/00209 9.000 EACH | 3080.00000 27720.00| 2918.39000 26265.51| REMOVE SIGN TYPE OH | | |0610 2104509/00220 10.000 EACH | 115.00000 1150.00| 110.70000 1107.00| REMOVE SIGN TYPE SPECIAL | | |0620 2104509/00290 2.000 EACH | 230.00000 460.00| 215.00000 430.00| REMOVE SERVICE INSTALLATION | | |0630 2104509/00300 5.000 EACH | 185.00000 925.00| 175.00000 875.00| REMOVE SERVICE EQUIPMENT | | |0640 2104509/00320 2.000 EACH | 2650.00000 5300.00| 2500.00000 5000.00| REMOVE SIGNAL SYSTEM | | |0650 2104509/00399 46.000 EACH | 300.00000 13800.00| 285.00000 13110.00| REMOVE HANDHOLE | | |0660 2104509/00404 3.000 EACH | 125.00000 375.00| 120.00000 360.00| REMOVE BD 4 | | |0670 2104509/00409 3.000 EACH | 155.00000 465.00| 145.00000 435.00| REMOVE CABINET | | |0680 2104509/00500 6.000 EACH | 310.00000 1860.00| 291.84000 1751.04| REMOVE SIGN PANEL TYPE OH | | |0690 2104509/00670 1.000 EACH | 11500.00000 11500.00| 46375.00000 46375.00| REMOVE RADIO TOWER | | |0700 2104509/00740 6.000 EACH | 370.00000 2220.00| 352.22000 2113.32| REMOVE ECCENTRIC LOADER BCT | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0710 2104509/00745 2.000 EACH | 370.00000 740.00| 352.22000 704.44| REMOVE ENERGY ABSORBING TERMINAL | | |0720 2104511/00011 4332.000 L F | 3.60000 15595.20| 5.50000 23826.00| SAWING CONCRETE PAVEMENT (FULL DEPTH) | | |0730 2104513/00011 3013.000 L F | 1.50000 4519.50| 3.00000 9039.00| SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0740 2104523/00004 143.000 EACH | 135.00000 19305.00| 380.00000 54340.00| SALVAGE CASTING | | |0750 2104523/00030 3.000 EACH | 1590.00000 4770.00| 553.49000 1660.47| SALVAGE IMPACT ATTENUATOR | | |0760 2104523/00415 4.000 EACH | 155.00000 620.00| 145.00000 580.00| SALVAGE RAMP CONTROL SIGNAL | | |0770 2104523/00460 1.000 EACH | 170.00000 170.00| 160.00000 160.00| SALVAGE OUTDOOR FIBEROPTIC SPLICE | | | ENCLOSURE | | |0780 2104523/00465 1.000 EACH | 335.00000 335.00| 315.00000 315.00| SALVAGE FIBEROPTIC SPLICE/PATCH PANEL | | |0790 2104523/00470 1.000 EACH | 460.00000 460.00| 435.00000 435.00| SALVAGE FIBER OPTIC VAULT | | |0800 2104523/00536 1.000 EACH | 2590.00000 2590.00| 2453.63000 2453.63| SALVAGE DMS | | |0810 2104523/00539 1.000 EACH | 6050.00000 6050.00| 3000.00000 3000.00| SALVAGE SIGN | | |0820 2104523/00543 11.000 EACH | 69.00000 759.00| 65.41000 719.51| SALVAGE SIGN TYPE C | | |0830 2104523/00544 1.000 EACH | 95.50000 95.50| 90.57000 90.57| SALVAGE SIGN TYPE D | | |0840 2104523/00548 2.000 EACH | 115.00000 230.00| 110.70000 221.40| SALVAGE SIGN TYPE EO | | |0850 2104523/00606 8.000 EACH | 48.00000 384.00| 45.29000 362.32| SALVAGE SIGN PANEL TYPE C | | |0860 2104601/00060 LUMP | 15500.00000 15500.00| 14400.00000 14400.00| REMOVE CABLES | | |0870 2104601/00085 LUMP | 2750.00000 2750.00| 3140.00000 3140.00| REMOVE MISCELLANEOUS STRUCTURES | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0880 2104601/00215 LUMP | 46000.00000 46000.00| 50000.00000 50000.00| REMOVE REGULATED WASTE MATERIAL | | | (UTILITY) | | |0890 2104601/01011 LUMP | 3550.00000 3550.00| 3352.22000 3352.22| HAUL SALVAGED MATERIAL | | |0900 2104603/00040 153.000 L F | 28.50000 4360.50| 19.00000 2907.00| ABANDON WATER MAIN | | |0910 2105601/00010 LUMP | 41500.00000 41500.00| 80000.00000 80000.00| DEWATERING | | |0920 2105604/00006 4053.000 S Y | 14.00000 56742.00| 10.00000 40530.00| GEOMEMBRANE SYSTEM | | |0930 2105604/00035 1551.000 S Y | 3.00000 4653.00| 2.80000 4342.80| GEOTEXTILE FABRIC TYPE V | | |0940 2105604/00056 7080.000 S Y | 470.00000 3327600.00| 660.00000 4672800.00| COLUMN SUPPORTED EMBANKMENT | | |0950 2105607/00053 1213.000 C Y | 50.00000 60650.00| 74.00000 89762.00| RAILROAD TRACK BALLAST (CV) | | |0960 2105607/00082 21375.000 C Y | 19.00000 406125.00| 24.50000 523687.50| COMMON BORROW SPECIAL (CV) | | |0970 2105607/00170 10647.000 C Y | 61.00000 649467.00| 77.50000 825142.50| GEOFOAM | | |0980 2105609/00122 20000.000 TON | 23.50000 470000.00| 32.00000 640000.00| HAUL & DISPOSE OF CONTAMINATED SOIL | | |0990 2105609/00125 60.000 TON | 100.00000 6000.00| 70.00000 4200.00| HAUL&DISPOSE OF LEAD CONTAMINATED SOIL. | | |1000 2106607/00010 397538.000 C Y | 8.20000 3259811.60| 6.50000 2583997.00| EXCAVATION - COMMON | | |1010 2106607/00020 151717.000 C Y | 8.30000 1259251.10| 6.50000 986160.50| EXCAVATION - SUBGRADE | | |1020 2106607/00030 20070.000 C Y | 9.30000 186651.00| 14.00000 280980.00| EXCAVATION - MUCK | | |1030 2106607/00060 427170.000 C Y | 3.70000 1580529.00| 5.00000 2135850.00| COMMON EMBANKMENT (CV) | | |1040 2106607/00070 156308.000 C Y | 11.00000 1719388.00| 14.00000 2188312.00| GRANULAR EMBANKMENT (CV) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1050 2106607/00080 72113.000 C Y | 16.00000 1153808.00| 14.00000 1009582.00| SELECT GRANULAR EMBANKMENT (CV) | | |1060 2106607/00110 85931.000 C Y | 17.50000 1503792.50| 18.00000 1546758.00| SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |1070 2106607/00120 20011.000 C Y | 16.00000 320176.00| 14.00000 280154.00| SELECT GRANULAR EMBANKMENT MUCK (CV) | | |1080 2112501/00010 122.000 RDST | 425.00000 51850.00| 300.00000 36600.00| SUBGRADE PREPARATION | | |1090 2123514/00153 565.000 HOUR | 170.00000 96050.00| 140.00000 79100.00| 2 CU YD FRONT END LOADER | | |1100 2123610/00045 1325.000 HOUR | 130.00000 172250.00| 125.00000 165625.00| STREET SWEEPER (WITH PICKUP BROOM) | | |1110 2130501/00010 6.000 MGAL | 26.50000 159.00| 70.00000 420.00| WATER | | |1120 2211503/00050 10166.000 C Y | 34.00000 345644.00| 20.00000 203320.00| AGGREGATE BASE (CV) CLASS 5 | | |1130 2211503/00060 21615.000 C Y | 32.50000 702487.50| 20.00000 432300.00| AGGREGATE BASE (CV) CLASS 6 | | |1140 2221503/00020 254.000 C Y | 36.50000 9271.00| 50.00000 12700.00| AGGREGATE SHOULDERING (CV) CLASS 2 | | |1150 2301531/00530 1530.000 L F | 100.00000 153000.00| 50.00000 76500.00| EXPANSION JOINTS DESIGN E8H | | |1160 2301538/00010 6765.000 EACH | 8.00000 54120.00| 7.35000 49722.75| DOWEL BAR | | |1170 2301553/00010 7781.000 S Y | 150.00000 1167150.00| 165.00000 1283865.00| BRIDGE APPROACH PANELS | | |1180 2301602/00016 1150.000 EACH | 14.00000 16100.00| 15.50000 17825.00| DRILL & GROUT DOWEL BAR (EPOXY COATED) | | |1190 2301602/00231 50526.000 EACH | 15.80000 798310.80| 16.25000 821047.50| 1.25" DOWEL BAR (STAINLESS STEEL) | | |1200 2301604/01070 29125.000 S Y | 45.20000 1316450.00| 39.00000 1135875.00| CONCRETE PAVEMENT 7.0" | | |1210 2301604/01075 1584.000 S Y | 51.00000 80784.00| 46.70000 73972.80| CONCRETE PAVEMENT 7.5" | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1220 2301604/01080 14899.000 S Y | 55.50000 826894.50| 48.55000 723346.45| CONCRETE PAVEMENT 8.0" | | |1230 2301604/01090 5459.000 S Y | 37.00000 201983.00| 54.65000 298334.35| CONCRETE PAVEMENT 9.0" | | |1240 2301604/01100 82458.000 S Y | 44.00000 3628152.00| 43.30000 3570431.40| CONCRETE PAVEMENT 10.0" | | |1250 2301608/00021 420.000 LB | 10.00000 4200.00| 12.00000 5040.00| DRILL AND GROUT REINFORCEMENT BARS | | | (EPOXY COATED) | | |1260 2301608/00210 31570.000 LB | 1.20000 37884.00| 1.50000 47355.00| SUPPLEMENTAL PAVEMENT REINFORCEMENT | | | (EPOXY COATED) | | |1270 2302603/34020 120.000 L F | 80.00000 9600.00| 95.00000 11400.00| FULL DEPTH REPAIR (TYPE CD-HV) | | |1280 2302618/21000 200.000 S F | 30.00000 6000.00| 35.00000 7000.00| PARTIAL DEPTH REPAIR (TYPE BA) | | |1290 2302618/25000 20.000 S F | 40.00000 800.00| 50.00000 1000.00| PARTIAL DEPTH REPAIR (TYPE BE) | | |1300 2360501/23300 12479.000 TON | 69.50000 867290.50| 71.49000 892123.71| TYPE SP 12.5 WEARING COURSE MIXTURE (3, | | | C) | | |1310 2360501/25500 1018.000 TON | 77.50000 78895.00| 70.83000 72104.94| TYPE SP 12.5 WEARING COURSE MIXTURE (5, | | | E) | | |1320 2360502/23200 2475.000 TON | 63.50000 157162.50| 65.56000 162261.00| TYPE SP 12.5 NON WEARING COURSE MIXTURE | | | (3,B) | | |1330 2360505/20100 5.000 TON | 275.00000 1375.00| 351.41000 1757.05| TYPE SP 12.5 BITUMINOUS MIXTURE FOR | | | PATCHING | | |1340 2401501/03643 326.000 C Y | 160.00000 52160.00| 225.00000 73350.00| STRUCTURAL CONCRETE (3Y43) | | |1350 2401513/01146 205.000 L F | 71.50000 14657.50| 56.21000 11523.05| TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |1360 2401513/01746 93.000 L F | 93.00000 8649.00| 63.13000 5871.09| TYPE F (TL-5) WITH GLARE SCREEN RAIL | | | CONCRETE (3Y46) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1370 2401513/07146 571.000 L F | 70.50000 40255.50| 74.00000 42254.00| TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |1380 2401513/07247 152.000 L F | 70.50000 10716.00| 125.00000 19000.00| TYPE MOD P-2 (TL-4) RAILING CONCRETE | | | (3Y46) | | |1390 2401513/07447 6261.000 L F | 77.50000 485227.50| 57.50000 360007.50| TYPE MOD P-4 (TL-4) RAILING CONCRETE | | | (3Y46) | | |1400 2401514/03646 289.000 L F | 71.50000 20663.50| 59.60000 17224.40| MEDIAN BARRIER CONCRETE (3Y46) | | |1410 2401618/00002 6296.000 S F | 2.40000 15110.40| 2.27000 14291.92| SPECIAL SURFACE FINISH (INPLACE) | | |1420 2402583/00100 906.000 L F | 110.00000 99660.00| 85.00000 77010.00| ORNAMENTAL METAL RAILING TYPE SPECIAL | | |1430 2402584/00101 149.000 L F | 91.50000 13633.50| 85.00000 12665.00| STRUCTURAL TUBE RAILING DESIGN T-1 | | |1440 2411501/01143 4990.000 C Y | 340.00000 1696600.00| 350.00000 1746500.00| STRUCTURAL CONCRETE (1A43) | | |1450 2411501/01342 157.000 C Y | 160.00000 25120.00| 400.00000 62800.00| STRUCTURAL CONCRETE (1C42) | | |1460 2411501/03243 7202.000 C Y | 360.00000 2592720.00| 440.00000 3168880.00| STRUCTURAL CONCRETE (3Y43) | | |1470 2411541/00010 373038.000 LB | 1.00000 373038.00| 0.99000 369307.62| REINFORCEMENT BARS | | |1480 2411541/00011 1015956.000 LB | 1.10000 1117551.60| 1.10000 1117551.60| REINFORCEMENT BARS (EPOXY COATED) | | |1490 2411603/00090 25.000 L F | 350.00000 8750.00| 250.00000 6250.00| CONCRETE STEPS-DESIGN SPECIAL | | |1500 2411604/00110 2875.000 S Y | 435.00000 1250625.00| 600.00000 1725000.00| MECHANICALLY STABILIZED EARTH WALL | | |1510 2411618/00005 49.000 S F | 50.00000 2450.00| 75.00000 3675.00| MODULAR BLOCK RETAINING WALL | | |1520 2411618/00220 150029.000 S F | 1.10000 165031.90| 1.06000 159030.74| ANTI-GRAFFITI COATING | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1530 2411618/00320 150029.000 S F | 2.40000 360069.60| 2.27000 340565.83| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |1537 2411618/00507 12410.000 S F | 5.40000 67014.00| 2.61000 32390.10| ARCHITECTURAL CONCRETE TEXTURE (SMOOTH | | | BLOCK) | | |1540 2411618/00535 78903.000 S F | 6.00000 473418.00| 5.65000 445801.95| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |1550 2411618/00542 1511.000 S F | 7.00000 10577.00| 5.00000 7555.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |1560 2422601/00020 LUMP | 40000.00000 40000.00| 35000.00000 35000.00| ARCHITECTURAL TREATMENT | | |1570 2422603/00090 616.000 L F | 73.00000 44968.00| 100.00000 61600.00| GLUE LAMINATED RUB RAIL | | |1580 2422603/03609 12484.000 L F | 68.00000 848912.00| 117.00000 1460628.00| CONCRETE POSTS 12"X18" | | |1590 2422618/00050 38005.000 S F | 9.50000 361047.50| 10.50000 399052.50| WOOD NOISE BARRIER | | |1600 2422618/00060 12461.000 S F | 10.65000 132709.65| 11.50000 143301.50| WOOD NOISE BARRIER (STRUCTURE MOUNTED) | | |1610 2451507/00030 1200.000 C Y | 34.50000 41400.00| 54.75000 65700.00| GRANULAR BEDDING (CV) | | |1620 2451509/00030 5635.000 C Y | 34.50000 194407.50| 62.75000 353596.25| AGGREGATE BEDDING (CV) | | |1630 2452507/02000 37809.000 L F | 32.00000 1209888.00| 38.00000 1436742.00| C-I-P CONCRETE PILING DELIVERED 12" | | |1640 2452508/02000 37809.000 L F | 1.00000 37809.00| 1.00000 37809.00| C-I-P CONCRETE PILING DRIVEN 12" | | |1650 2452510/01000 3990.000 L F | 1.00000 3990.00| 1.00000 3990.00| STEEL H-PILING DRIVEN 10" | | |1660 2452511/01000 3990.000 L F | 31.00000 123690.00| 42.00000 167580.00| STEEL H-PILING DELIVERED 10" | | |1670 2452603/02010 3489.000 L F | 10.50000 36634.50| 75.00000 261675.00| PREBORING (EARTH) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1680 2452618/00012 500.000 S F | 34.00000 17000.00| 65.00000 32500.00| STEEL SHEET PILING (PERMANENT) | | |1690 2501515/90150 5.000 EACH | 550.00000 2750.00| 614.50000 3072.50| 15" RC PIPE APRON | | |1700 2501515/90180 9.000 EACH | 570.00000 5130.00| 637.00000 5733.00| 18" RC PIPE APRON | | |1710 2501515/90210 1.000 EACH | 590.00000 590.00| 659.00000 659.00| 21" RC PIPE APRON | | |1720 2501515/90240 13.000 EACH | 610.00000 7930.00| 681.00000 8853.00| 24" RC PIPE APRON | | |1730 2501515/90300 3.000 EACH | 670.00000 2010.00| 773.50000 2320.50| 30" RC PIPE APRON | | |1740 2501515/90360 6.000 EACH | 830.00000 4980.00| 948.00000 5688.00| 36" RC PIPE APRON | | |1750 2501515/90660 1.000 EACH | 4330.00000 4330.00| 1865.00000 1865.00| 66" RC PIPE APRON | | |1760 2501561/90155 16.000 L F | 33.50000 536.00| 52.50000 840.00| 15" RC PIPE CULVERT DESIGN 3006 CLASS V | | |1770 2501561/90185 54.000 L F | 35.00000 1890.00| 32.00000 1728.00| 18" RC PIPE CULVERT DESIGN 3006 CLASS V | | |1780 2501561/90243 412.000 L F | 31.00000 12772.00| 35.75000 14729.00| 24" RC PIPE CULVERT DESIGN 3006 CLASS | | | III | | |1790 2501561/90363 24.000 L F | 57.50000 1380.00| 59.75000 1434.00| 36" RC PIPE CULVERT DESIGN 3006 CLASS | | | III | | |1810 2502501/00040 6.000 EACH | 255.00000 1530.00| 190.00000 1140.00| 4" PRECAST CONCRETE HEADWALL | | |1820 2502521/01040 2772.000 L F | 8.50000 23562.00| 4.10000 11365.20| 4" TP PIPE DRAIN | | |1830 2502521/01120 191.000 L F | 18.50000 3533.50| 24.00000 4584.00| 12" TP PIPE DRAIN | | |1840 2502541/01040 13823.000 L F | 6.50000 89849.50| 3.00000 41469.00| 4" PERF TP PIPE DRAIN | | |1850 2502541/01060 2775.000 L F | 8.70000 24142.50| 4.00000 11100.00| 6" PERF TP PIPE DRAIN | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1860 2502602/00406 5.000 EACH | 155.00000 775.00| 125.00000 625.00| 6" PVC PIPE DRAIN CLEANOUT | | |1870 2502602/00412 2.000 EACH | 1040.00000 2080.00| 1100.00000 2200.00| 12" PVC PIPE DRAIN CLEANOUT | | |1880 2503511/13060 282.000 L F | 27.00000 7614.00| 33.50000 9447.00| 6" PVC PIPE SEWER | | |1890 2503511/13080 297.000 L F | 29.50000 8761.50| 37.25000 11063.25| 8" PVC PIPE SEWER | | |1900 2503511/13120 1252.000 L F | 40.50000 50706.00| 51.25000 64165.00| 12" PVC PIPE SEWER | | |1910 2503519/09030 1.000 EACH | 9620.00000 9620.00| 9329.00000 9329.00| FLAP GATE FOR 30" RC PIPE | | |1920 2503541/90125 1880.000 L F | 19.50000 36660.00| 32.75000 61570.00| 12" RC PIPE SEWER DESIGN 3006 CLASS V | | |1930 2503541/90155 12747.000 L F | 21.00000 267687.00| 27.75000 353729.25| 15" RC PIPE SEWER DESIGN 3006 CLASS V | | |1940 2503541/90181 496.000 L F | 37.50000 18600.00| 39.25000 19468.00| 18" RC PIPE SEWER DESIGN 3006 SPECIAL | | |1950 2503541/90185 5651.000 L F | 24.00000 135624.00| 35.50000 200610.50| 18" RC PIPE SEWER DESIGN 3006 CLASS V | | |1960 2503541/90213 619.000 L F | 27.00000 16713.00| 33.00000 20427.00| 21" RC PIPE SEWER DESIGN 3006 CLASS III | | |1970 2503541/90214 41.000 L F | 37.00000 1517.00| 48.50000 1988.50| 21" RC PIPE SEWER DESIGN 3006 CLASS IV | | |1980 2503541/90215 200.000 L F | 34.00000 6800.00| 40.00000 8000.00| 21" RC PIPE SEWER DESIGN 3006 CLASS V | | |1990 2503541/90243 2483.000 L F | 29.00000 72007.00| 40.00000 99320.00| 24" RC PIPE SEWER DESIGN 3006 CLASS III | | |2000 2503541/90244 570.000 L F | 31.50000 17955.00| 44.50000 25365.00| 24" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2010 2503541/90245 1481.000 L F | 46.00000 68126.00| 54.25000 80344.25| 24" RC PIPE SEWER DESIGN 3006 CLASS V | | |2020 2503541/90249 90.000 L F | 735.00000 66150.00| 791.50000 71235.00| 24" RC PIPE SEWER DESIGN 3006 CLASS | | | V-JACKED | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2030 2503541/90271 231.000 L F | 91.50000 21136.50| 92.00000 21252.00| 27" RC PIPE SEWER DESIGN 3006 SPECIAL | | |2040 2503541/90273 358.000 L F | 35.00000 12530.00| 43.25000 15483.50| 27" RC PIPE SEWER DESIGN 3006 CLASS III | | |2050 2503541/90274 305.000 L F | 40.50000 12352.50| 58.00000 17690.00| 27" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2060 2503541/90275 604.000 L F | 55.00000 33220.00| 88.50000 53454.00| 27" RC PIPE SEWER DESIGN 3006 CLASS V | | |2070 2503541/90279 218.000 L F | 775.00000 168950.00| 805.00000 175490.00| 27" RC PIPE SEWER DESIGN 3006 CLASS | | | V-JACKED | | |2080 2503541/90301 247.000 L F | 68.00000 16796.00| 113.50000 28034.50| 30" RC PIPE SEWER DESIGN 3006 SPECIAL | | |2090 2503541/90303 276.000 L F | 39.00000 10764.00| 44.00000 12144.00| 30" RC PIPE SEWER DESIGN 3006 CLASS III | | |2100 2503541/90304 297.000 L F | 44.50000 13216.50| 57.75000 17151.75| 30" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2110 2503541/90305 165.000 L F | 54.50000 8992.50| 85.25000 14066.25| 30" RC PIPE SEWER DESIGN 3006 CLASS V | | |2120 2503541/90334 110.000 L F | 51.00000 5610.00| 72.25000 7947.50| 33" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2130 2503541/90362 629.000 L F | 50.00000 31450.00| 59.25000 37268.25| 36" RC PIPE SEWER DESIGN 3006 | | |2140 2503541/90363 667.000 L F | 51.00000 34017.00| 69.50000 46356.50| 36" RC PIPE SEWER DESIGN 3006 CLASS III | | |2150 2503541/90365 233.000 L F | 71.00000 16543.00| 120.50000 28076.50| 36" RC PIPE SEWER DESIGN 3006 CLASS V | | |2160 2503541/90423 175.000 L F | 72.00000 12600.00| 95.25000 16668.75| 42" RC PIPE SEWER DESIGN 3006 CLASS III | | |2170 2503541/90424 305.000 L F | 79.50000 24247.50| 106.50000 32482.50| 42" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2180 2503541/90425 28.000 L F | 96.00000 2688.00| 131.50000 3682.00| 42" RC PIPE SEWER DESIGN 3006 CLASS V | | |2190 2503541/90483 517.000 L F | 190.00000 98230.00| 140.50000 72638.50| 48" RC PIPE SEWER DESIGN 3006 CLASS III | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2200 2503541/90484 627.000 L F | 135.00000 84645.00| 214.50000 134491.50| 48" RC PIPE SEWER DESIGN 3006 CLASS IV | | |2210 2503541/90485 697.000 L F | 175.00000 121975.00| 180.50000 125808.50| 48" RC PIPE SEWER DESIGN 3006 CLASS V | | |2220 2503541/90605 280.000 L F | 230.00000 64400.00| 531.00000 148680.00| 60" RC PIPE SEWER DESIGN 3006 CLASS V | | |2230 2503541/90665 1174.000 L F | 230.00000 270020.00| 291.50000 342221.00| 66" RC PIPE SEWER DESIGN 3006 CLASS V | | |2240 2503541/90903 271.000 L F | 335.00000 90785.00| 596.50000 161651.50| 90" RC PIPE SEWER DESIGN 3006 CL III | | |2250 2503601/00001 LUMP | 82000.00000 82000.00| 37000.00000 37000.00| SEWER INSPECTION | | |2260 2503602/00032 2.000 EACH | 4980.00000 9960.00| 2828.00000 5656.00| CONSTRUCT BULKHEAD | | |2270 2503602/00040 15.000 EACH | 840.00000 12600.00| 576.00000 8640.00| CONNECT TO EXISTING SANITARY SEWER | | |2280 2503602/00042 23.000 EACH | 800.00000 18400.00| 1239.00000 28497.00| CONNECT TO EXISTING STORM SEWER | | |2290 2503603/00045 4337.000 L F | 36.50000 158300.50| 38.75000 168058.75| PLUG FILL & ABANDON PIPE SEWER | | |2300 2503603/01127 2091.000 L F | 75.00000 156825.00| 80.50000 168325.50| 12" DUCTILE IRON PIPE SEWER CL 53 | | |2310 2503603/02240 64.000 L F | 250.00000 16000.00| 355.50000 22752.00| 24" SPLIT STEEL CASING PIPE | | |2320 2503603/02420 37.000 L F | 450.00000 16650.00| 546.50000 20220.50| 42" SPLIT STEEL CASING PIPE | | |2330 2503603/02540 309.000 L F | 700.00000 216300.00| 695.00000 214755.00| 54" SPLIT STEEL CASING PIPE | | |2340 2503603/02780 140.000 L F | 1050.00000 147000.00| 1016.00000 142240.00| 78" SPLIT STEEL CASING PIPE | | |2350 2503603/03240 877.000 L F | 84.00000 73668.00| 143.50000 125849.50| 24" STEEL CASING PIPE | | |2360 2504601/00040 LUMP | 20000.00000 20000.00| 65448.00000 65448.00| TEMPORARY WATER SERVICE | | |2370 2504602/00010 9.000 EACH | 2500.00000 22500.00| 9333.00000 83997.00| CONNECT TO EXISTING WATER MAIN | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2380 2504602/00020 6.000 EACH | 4500.00000 27000.00| 4208.00000 25248.00| HYDRANT | | |2390 2504602/00025 12.000 EACH | 750.00000 9000.00| 931.50000 11178.00| ADJUST HYDRANT | | |2400 2504602/00034 30.000 EACH | 375.00000 11250.00| 435.00000 13050.00| ADJUST VALVE BOX | | |2410 2504602/00712 2.000 EACH | 2750.00000 5500.00| 4101.00000 8202.00| 12" BUTTERFLY VALVE AND BOX | | |2420 2504602/00716 2.000 EACH | 3800.00000 7600.00| 5552.00000 11104.00| 16" BUTTERFLY VALVE AND BOX | | |2430 2504602/00730 7.000 EACH | 15000.00000 105000.00| 16137.00000 112959.00| 30" BUTTERFLY VALVE AND BOX | | |2440 2504602/00806 7.000 EACH | 1400.00000 9800.00| 1901.00000 13307.00| 6" GATE VALVE AND BOX | | |2450 2504603/00015 1000.000 L F | 53.00000 53000.00| 98.25000 98250.00| INSTALL WATERMAIN | | |2460 2504603/00710 141.000 L F | 43.00000 6063.00| 88.00000 12408.00| 1" TYPE K COPPER PIPE | | |2470 2504603/00720 56.000 L F | 60.00000 3360.00| 119.50000 6692.00| 2" TYPE K COPPER PIPE | | |2482 2504603/01063 196.000 L F | 61.00000 11956.00| 80.75000 15827.00| 6" WATERMAIN DUCTILE IRON CL 53 | | |2490 2504603/01122 298.000 L F | 78.00000 23244.00| 122.50000 36505.00| 12" WATERMAIN DUCTILE IRON CL 52 | | |2500 2504603/01162 780.000 L F | 150.00000 117000.00| 116.00000 90480.00| 16" WATERMAIN DUCTILE IRON CL 52 | | |2510 2504603/01302 3735.000 L F | 230.00000 859050.00| 225.50000 842242.50| 30" WATERMAIN DUCTILE IRON CL 52 | | |2520 2504603/04300 277.000 L F | 160.00000 44320.00| 227.00000 62879.00| 30" STEEL CASING PIPE | | |2530 2504603/04301 160.000 L F | 650.00000 104000.00| 693.50000 110960.00| 30" STEEL CASING PIPE (JACKED) | | |2540 2504603/04480 100.000 L F | 405.00000 40500.00| 481.00000 48100.00| 48" STEEL CASING PIPE | | |2550 2504603/04481 95.000 L F | 900.00000 85500.00| 1154.00000 109630.00| 48" STEEL CASING PIPE (JACKED) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2560 2504603/07160 30.000 L F | 380.00000 11400.00| 451.50000 13545.00| 16" SPILT STEEL CASING PIPE | | |2570 2504604/00100 300.000 S Y | 40.00000 12000.00| 107.50000 32250.00| 4" INSULATION | | |2580 2504608/00020 111616.000 LB | 6.50000 725504.00| 3.80000 424140.80| DUCTILE IRON FITTINGS | | |2590 2506501/00012 241.000 L F | 205.00000 49405.00| 189.00000 45549.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |2600 2506501/00080 172.000 L F | 180.00000 30960.00| 204.00000 35088.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |2610 2506501/00100 66.000 L F | 195.00000 12870.00| 226.00000 14916.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN J | | |2620 2506501/00140 61.000 L F | 155.00000 9455.00| 189.00000 11529.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN N | | |2630 2506501/00306 446.000 L F | 270.00000 120420.00| 389.50000 173717.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 6 | | |2640 2506501/00307 313.000 L F | 255.00000 79815.00| 263.50000 82475.50| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 7 | | |2650 2506501/00308 151.000 L F | 390.00000 58890.00| 444.50000 67119.50| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 8 | | |2660 2506501/00309 224.000 L F | 380.00000 85120.00| 452.00000 101248.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 9 | | |2670 2506501/00310 36.000 L F | 410.00000 14760.00| 535.00000 19260.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 10 | | |2680 2506501/02420 626.000 L F | 265.00000 165890.00| 321.00000 200946.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 48-4020 | | |2690 2506501/03020 174.000 L F | 290.00000 50460.00| 385.50000 67077.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2700 2506501/03620 33.000 L F | 430.00000 14190.00| 507.00000 16731.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 72-4020 | | |2710 2506501/03920 7.000 L F | 495.00000 3465.00| 642.50000 4497.50| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 78-4020 | | |2720 2506501/04220 23.000 L F | 595.00000 13685.00| 636.00000 14628.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |2730 2506501/04820 7.000 L F | 655.00000 4585.00| 883.00000 6181.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 96-4020 | | |2740 2506501/05420 11.000 L F | 735.00000 8085.00| 878.50000 9663.50| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 108-4020 | | |2750 2506501/06020 11.000 L F | 910.00000 10010.00| 1052.00000 11572.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 120-4020 | | |2760 2506516/00010 368.000 EACH | 640.00000 235520.00| 920.00000 338560.00| CASTING ASSEMBLY | | |2770 2506602/00002 7.000 EACH | 1530.00000 10710.00| 2273.00000 15911.00| RECONSTRUCT DRAINAGE STRUCTURE | | |2780 2506602/00009 53.000 EACH | 330.00000 17490.00| 358.50000 19000.50| ADJUST FRAME & RING CASTING | | |2790 2506602/00019 31.000 EACH | 1040.00000 32240.00| 848.00000 26288.00| CONNECT INTO EXISTING DRAINAGE STRUCTUR | | |2800 2506602/00050 10.000 EACH | 4700.00000 47000.00| 4185.00000 41850.00| CONSTRUCT CONTROL STRUCTURE | | |2810 2506602/00080 13.000 EACH | 2950.00000 38350.00| 2813.00000 36569.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL | | |2820 2506602/00081 1.000 EACH | 3400.00000 3400.00| 5364.00000 5364.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 1 | | |2830 2506602/00082 5.000 EACH | 6640.00000 33200.00| 7969.00000 39845.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 2 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2840 2506602/00083 3.000 EACH | 11000.00000 33000.00| 14155.00000 42465.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 3 | | |2850 2506602/00084 2.000 EACH | 4940.00000 9880.00| 6705.00000 13410.00| CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 4 | | |2860 2506602/00211 1.000 EACH | 41000.00000 41000.00| 24191.00000 24191.00| CONSTRUCT DRAINAGE STURCTURE DESIGN | | | SPECIAL 11 | | |2870 2506602/00212 2.000 EACH | 81500.00000 163000.00| 31596.00000 63192.00| CONSTRUCT DRAINAGE STURCTURE DESIGN | | | SPECIAL 12 | | |2880 2511501/00012 219.000 C Y | 105.00000 22995.00| 64.00000 14016.00| RANDOM RIPRAP CLASS II | | |2890 2511501/00013 103.000 C Y | 96.50000 9939.50| 65.25000 6720.75| RANDOM RIPRAP CLASS III | | |2900 2511501/00014 393.000 C Y | 71.00000 27903.00| 44.00000 17292.00| RANDOM RIPRAP CLASS IV | | |2910 2511515/00014 7692.000 S Y | 3.30000 25383.60| 4.00000 30768.00| GEOTEXTILE FILTER TYPE IV | | |2920 2511515/00015 1541.000 S Y | 3.20000 4931.20| 4.00000 6164.00| GEOTEXTILE FILTER TYPE V | | |2930 2515604/00032 5473.000 S Y | 67.00000 366691.00| 72.00000 394056.00| ARTICULATED BLOCK MAT CLOSED CELL TYPE | | |2940 2521501/00030 23344.000 S F | 2.70000 63028.80| 2.55000 59527.20| 3" CONCRETE WALK | | |2950 2521501/00040 65517.000 S F | 3.00000 196551.00| 2.80000 183447.60| 4" CONCRETE WALK | | |2960 2521501/00042 4094.000 S F | 6.30000 25792.20| 5.95000 24359.30| 4" CONCRETE WALK SPECIAL | | |2970 2521501/00060 42594.000 S F | 4.80000 204451.20| 4.50000 191673.00| 6" CONCRETE WALK | | |2980 2521618/00005 2134.000 S F | 6.90000 14724.60| 6.50000 13871.00| CONCRETE WALK | | |2990 2531501/02000 348.000 L F | 85.00000 29580.00| 80.00000 27840.00| CONCRETE CURB & GUTTER DESIGN SPECIAL | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3000 2531501/02120 7299.000 L F | 14.00000 102186.00| 13.25000 96711.75| CONCRETE CURB & GUTTER DESIGN B424 | | |3010 2531501/02310 5388.000 L F | 10.50000 56574.00| 9.95000 53610.60| CONCRETE CURB & GUTTER DESIGN B612 | | |3020 2531501/02320 23123.000 L F | 13.50000 312160.50| 12.95000 299442.85| CONCRETE CURB & GUTTER DESIGN B624 | | |3030 2531501/02520 143.000 L F | 18.50000 2645.50| 17.50000 2502.50| CONCRETE CURB & GUTTER DESIGN B824 | | |3040 2531501/04120 695.000 L F | 19.50000 13552.50| 18.50000 12857.50| CONCRETE CURB & GUTTER DESIGN D424 | | |3050 2531502/00200 1435.000 L F | 15.50000 22242.50| 14.50000 20807.50| CONCRETE CURB DESIGN SPECIAL | | |3060 2531502/00823 1112.000 L F | 16.50000 18348.00| 15.50000 17236.00| CONCRETE CURB DESIGN BR4-7 | | |3070 2531502/00923 2733.000 L F | 15.00000 40995.00| 14.25000 38945.25| CONCRETE CURB DESIGN DR4-7 | | |3080 2531502/00924 1230.000 L F | 15.50000 19065.00| 14.50000 17835.00| CONCRETE CURB DESIGN DR4-8 | | |3090 2531502/00926 3107.000 L F | 16.00000 49712.00| 15.00000 46605.00| CONCRETE CURB DESIGN DR4-10 | | |3100 2531507/00060 182.000 S Y | 45.00000 8190.00| 42.50000 7735.00| 6" CONCRETE DRIVEWAY PAVEMENT | | |3110 2531507/00080 957.000 S Y | 55.00000 52635.00| 52.00000 49764.00| 8" CONCRETE DRIVEWAY PAVEMENT | | |3120 2531603/00700 61.000 L F | 19.50000 1189.50| 18.25000 1113.25| CONCRETE CURB DESIGN V | | |3130 2531618/00010 686.000 S F | 37.00000 25382.00| 35.00000 24010.00| TRUNCATED DOMES | | |3140 2533501/00110 219.000 L F | 66.50000 14563.50| 60.61000 13273.59| CONC MED BARRIER DES 8308 TYPE A | | |3150 2533501/00140 363.000 L F | 73.90000 26825.70| 65.66000 23834.58| CONC MED BARRIER DES 8308 TYPE AA | | |3160 2533501/00150 263.000 L F | 75.00000 19725.00| 75.76000 19924.88| CONC MED BARRIER DES 8308 TYPE A STEP | | |3170 2533506/00110 1893.000 L F | 54.00000 102222.00| 64.55000 122193.15| CONC MED BAR & GL SCR DES 8309 TYPE A | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3180 2533506/00140 519.000 L F | 120.00000 62280.00| 67.68000 35125.92| CONC MED BAR & GL SCR DES 8309 TYPE AA | | |3190 2533506/00150 2854.000 L F | 54.00000 154116.00| 89.29000 254833.66| CONC MED BAR & GL SCR DES 8309 TYPE A | | | STEPPED | | |3200 2533506/00170 558.000 L F | 180.00000 100440.00| 176.77000 98637.66| CONC MED BAR & GL SCR DES 8309 TYPE TRA | | |3210 2533507/00020 652.000 L F | 34.50000 22494.00| 32.83000 21405.16| PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 - PINNED | | |3220 2533603/00111 105.000 L F | 675.00000 70875.00| 189.65000 19913.25| CONCRETE MEDIAN BARRIER DESIGN SPECIAL | | |3230 2545501/00010 LUMP | 5840.00000 5840.00| 5500.00000 5500.00| ELECTRIC LIGHT SYSTEMS | | |3240 2545501/00101 LUMP | 505000.00000 505000.00| 475000.00000 475000.00| ELECTRIC LIGHT SYSTEM "A" | | |3250 2545501/00102 LUMP | 740000.00000 740000.00| 695500.00000 695500.00| ELECTRIC LIGHT SYSTEM "B" | | |3260 2545501/00103 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| ELECTRIC LIGHT SYSTEM "C" | | |3270 2545501/00104 LUMP | 1910.00000 1910.00| 1800.00000 1800.00| ELECTRIC LIGHT SYSTEM "D" | | |3280 2545515/00005 4.000 EACH | 1770.00000 7080.00| 1665.00000 6660.00| LIGHT BASE DESIGN E | | |3290 2550511/00020 4.000 EACH | 1960.00000 7840.00| 1850.00000 7400.00| CABINET FOUNDATION | | |3300 2550511/00031 1.000 EACH | 890.00000 890.00| 840.00000 840.00| SERVICE FOUNDATION | | |3310 2550511/00032 1.000 EACH | 3010.00000 3010.00| 2835.00000 2835.00| CCTV FOUNDATION | | |3320 2550511/00037 4.000 EACH | 585.00000 2340.00| 550.00000 2200.00| RAMP CONTROL SIGNAL FOUNDATION | | |3330 2550511/00060 1.000 EACH | 4360.00000 4360.00| 4110.00000 4110.00| COMMON FOUNDATION | | |3340 2550512/00041 28.000 EACH | 885.00000 24780.00| 835.00000 23380.00| HANDHOLE TYPE-PVC METAL COVER | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3350 2550513/00010 3.000 EACH | 2790.00000 8370.00| 2625.00000 7875.00| JUNCTION BOX | | |3360 2550514/00010 6.000 EACH | 4070.00000 24420.00| 3835.00000 23010.00| FIBEROPTIC SPLICE VAULT | | |3370 2550515/00010 7.000 EACH | 2620.00000 18340.00| 2470.00000 17290.00| OUTDOOR FIBER SPLICE ENCLOSURE | | |3380 2550516/00010 90.000 EACH | 120.00000 10800.00| 115.00000 10350.00| BURIED CABLE SIGN | | |3390 2550521/00053 210.000 L F | 19.50000 4095.00| 18.50000 3885.00| 2" RIGID STEEL CONDUIT | | |3400 2550523/00041 14720.000 L F | 2.90000 42688.00| 2.75000 40480.00| 1.5" NON-METALLIC CONDUIT | | |3410 2550523/00053 2720.000 L F | 5.70000 15504.00| 5.40000 14688.00| 2" NON-METALLIC CONDUIT | | |3420 2550523/00078 2050.000 L F | 8.30000 17015.00| 7.76000 15908.00| 3" NON-METALLIC CONDUIT | | |3430 2550532/11040 4600.000 L F | 1.40000 6440.00| 1.37000 6302.00| POWER CABLE 1 CONDUCTOR NO 4 | | |3440 2550532/11060 740.000 L F | 1.20000 888.00| 1.10000 814.00| POWER CABLE 1 CONDUCTOR NO 6 | | |3450 2550532/13080 3830.000 L F | 2.90000 11107.00| 2.70000 10341.00| POWER CABLE 3 CONDUCTOR NO 8 | | |3460 2550532/20614 6510.000 L F | 2.30000 14973.00| 2.20000 14322.00| SIGNAL CONTROL CABLE 6 COND NO 14 | | |3470 2550532/50214 13690.000 L F | 2.00000 27380.00| 1.90000 26011.00| LEAD-IN CABLE 2 CONDUCTOR NO 14 | | |3480 2550534/01236 2000.000 L F | 3.20000 6400.00| 3.06000 6120.00| FIBEROPTIC TRUNK CABLE 12MM-36SM | | |3490 2550542/00010 12.000 EACH | 74.50000 894.00| 70.00000 840.00| LOOP DETECTOR SPLICE | | |3500 2550551/00010 4.000 EACH | 4780.00000 19120.00| 4505.00000 18020.00| RAMP CONTROL SIGNAL DESIGN ONE-WAY | | |3510 2550551/00030 2.000 EACH | 4500.00000 9000.00| 4245.00000 8490.00| RAMP CONTROL SIGNAL DESIGN MODIFIED | | |3520 2550571/00040 5.000 EACH | 2910.00000 14550.00| 2740.00000 13700.00| CCTV CABINET | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3530 2550571/00070 6.000 EACH | 695.00000 4170.00| 655.00000 3930.00| INSTALL CABINET | | |3540 2550572/00021 1.000 EACH | 650.00000 650.00| 615.00000 615.00| SERVICE INSTALLATION TYPE A | | |3550 2550572/00100 3.000 EACH | 1780.00000 5340.00| 1680.00000 5040.00| SERVICE CABINET | | |3560 2550601/00080 LUMP | 68000.00000 68000.00| 63890.00000 63890.00| TEMPORARY COMMUNICATION SYSTEM | | |3570 2550601/00110 LUMP | 32000.00000 32000.00| 30045.00000 30045.00| FIBER OPTIC CABLE TESTING | | |3580 2550602/00125 1.000 EACH | 13500.00000 13500.00| 12890.00000 12890.00| CCTV HARDWARE | | |3590 2550602/00129 1.000 EACH | 7200.00000 7200.00| 6785.00000 6785.00| FIBER OPTIC SPLICE PANEL | | |3600 2550602/00132 1.000 EACH | 7200.00000 7200.00| 6785.00000 6785.00| FIBER OPTIC PATCH PANEL | | |3610 2550602/00134 15.000 EACH | 715.00000 10725.00| 675.00000 10125.00| FIBER OPTIC PIGTAIL TERMINATION | | |3620 2550602/00136 13.000 EACH | 2040.00000 26520.00| 1925.00000 25025.00| FIBER OPTIC CABLE SPLICING | | |3630 2550602/00370 6.000 EACH | 1090.00000 6540.00| 1025.00000 6150.00| PULL VAULT | | |3640 2550602/00510 1.000 EACH | 4630.00000 4630.00| 4378.63000 4378.63| INSTALL DMS | | |3650 2550602/00590 4.000 EACH | 4210.00000 16840.00| 3971.00000 15884.00| NON-INTRUSIVE DETECTION HARDWARE | | |3660 2550602/00610 3.000 EACH | 1610.00000 4830.00| 1515.00000 4545.00| SERVICE CABINET TYPE SPECIAL | | |3670 2550602/09980 9.000 EACH | 730.00000 6570.00| 690.00000 6210.00| LOOP DETECTOR DESIGN PREFORMED | | |3680 2550603/00066 5240.000 L F | 1.60000 8384.00| 1.55000 8122.00| ARMORED FIBER OPTIC PIGTAIL CABLE 6SM | | |3690 2550603/00069 280.000 L F | 2.20000 616.00| 2.10000 588.00| ARMORED FIBER OPTIC PIGTAIL CABLE 12SM | | |3700 2550603/00080 130.000 L F | 2.30000 299.00| 2.20000 286.00| INSTALL CABLE | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3710 2550603/00200 80.000 L F | 3.80000 304.00| 3.60000 288.00| REROUTE CABLE | | |3720 2550603/01072 8730.000 L F | 2.00000 17460.00| 1.90000 16587.00| FIBER OPTIC TRUNK CABLE 72SM | | |3730 2550603/01144 7930.000 L F | 2.30000 18239.00| 2.20000 17446.00| FIBER OPTIC TRUNK CABLE 144SM | | |3740 2550603/03041 3420.000 L F | 9.80000 33516.00| 9.20000 31464.00| 1.5" BORED CONDUIT | | |3750 2550603/03053 130.000 L F | 12.50000 1625.00| 11.60000 1508.00| 2" BORED CONDUIT | | |3760 2550603/03078 1020.000 L F | 18.00000 18360.00| 17.15000 17493.00| 3" BORED CONDUIT | | |3770 2554501/00001 200.000 L F | 62.50000 12500.00| 59.07000 11814.00| TRAFFIC BARRIER DESIGN SPECIAL | | |3780 2554501/00040 111.000 L F | 65.00000 7215.00| 61.89000 6869.79| TRAFFIC BARRIER DESIGN BULLNOSE | | |3790 2554501/00050 1113.000 L F | 9.00000 10017.00| 8.55000 9516.15| TRAFFIC BARRIER DESIGN 8331 | | |3800 2554501/02038 3370.000 L F | 18.50000 62345.00| 17.41000 58671.70| TRAFFIC BARRIER DESIGN B8338 | | |3810 2554509/00020 41.000 EACH | 32.50000 1332.50| 31.00000 1271.00| GUIDE POST TYPE B | | |3820 2554521/00010 2.000 EACH | 1830.00000 3660.00| 1735.94000 3471.88| ANCHORAGE ASSEMBLY-CABLE | | |3830 2554521/00020 13.000 EACH | 420.00000 5460.00| 398.01000 5174.13| ANCHORAGE ASSEMBLY-PLATE BEAM | | |3840 2554523/00028 2.000 EACH | 2480.00000 4960.00| 2349.81000 4699.62| END TREATMENT-TANGENT TERMINAL | | |3850 2554602/00040 13.000 EACH | 95.50000 1241.50| 90.57000 1177.41| T-BARRIER BRIDGE CONN DES 8318 | | |3860 2554615/00009 6.000 AMBY | 27500.00000 165000.00| 25857.91000 155147.46| IMPACT ATTENUATOR | | |3870 2557501/00823 1647.000 L F | 34.00000 55998.00| 15.60000 25693.20| WIRE FENCE DESIGN 32V-9322 | | |3880 2557501/01523 9794.000 L F | 14.50000 142013.00| 13.30000 130260.20| WIRE FENCE DESIGN 60V-9322 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3890 2557501/01823 1408.000 L F | 18.00000 25344.00| 20.10000 28300.80| WIRE FENCE DESIGN 72V-9322 | | |3900 2557501/02422 263.000 L F | 27.50000 7232.50| 20.60000 5417.80| WIRE FENCE DESIGN 96V-9322 | | |3910 2557517/00011 10.000 EACH | 635.00000 6350.00| 1105.00000 11050.00| VEHICULAR GATE-SINGLE | | |3920 2557523/00010 133.000 EACH | 240.00000 31920.00| 135.00000 17955.00| METAL BRACE ASSEMBLY(CHAIN LINK FENCE) | | |3930 2557527/00020 63.000 EACH | 90.00000 5670.00| 100.00000 6300.00| ELECTRICAL GROUND | | |3940 2557603/00035 1736.000 L F | 44.50000 77252.00| 42.25000 73346.00| WOODEN FENCE | | |3950 2564511/00010 61.000 C Y | 765.00000 46665.00| 725.82000 44275.02| CONCRETE FOOTINGS (TYPE OH SPREAD) | | |3960 2564511/00012 40.000 C Y | 1490.00000 59600.00| 1414.41000 56576.40| CONCRETE FOOTINGS (TYPE OH SHAFT) | | |3970 2564513/00020 8.000 EACH | 15500.00000 124000.00| 14577.84000 116622.72| MEDIAN BARRIER FOOTING | | |3980 2564522/00122 94932.000 LB | 2.40000 227836.80| 2.25000 213597.00| STRUCTURAL STEEL-POSTS FOR OH SIGNS | | | (DESIGN B) | | |3990 2564522/00222 164573.000 LB | 2.50000 411432.50| 2.31000 380163.63| STRUCTURAL STEEL-TRUSSES FOR OH SIGNS | | | (DESIGN B) | | |4000 2564522/00322 3493.000 LB | 2.40000 8383.20| 2.25000 7859.25| STRUCTURAL STEEL-WALKWAY SUPPORTS FOR | | | OH SIGNS (DESIGN B) | | |4010 2564522/00422 11253.000 LB | 2.40000 27007.20| 2.25000 25319.25| STRUCTURAL STEEL-WALKWAY GRATING FOR OH | | | SIGNS (DESIGN B) | | |4020 2564522/00522 8816.000 LB | 2.40000 21158.40| 2.25000 19836.00| STRUCTURAL STEEL-PANEL MOUNTING POSTS | | | FOR OH SIGNS (DESIGN B) | | |4030 2564531/00130 1753.000 S F | 34.00000 59602.00| 32.40000 56797.20| SIGN PANELS TYPE C | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4040 2564531/00140 911.000 S F | 27.00000 24597.00| 25.66000 23376.26| SIGN PANELS TYPE D | | |4050 2564531/00158 590.000 S F | 22.00000 12980.00| 20.83000 12289.70| SIGN PANELS TYPE EO | | |4060 2564531/00189 333.000 S F | 12.50000 4162.50| 11.93000 3972.69| SIGN PANELS TYPE OVERLAY | | |4070 2564531/00190 4654.000 S F | 23.00000 107042.00| 21.74000 101177.96| SIGN PANELS TYPE OH | | |4080 2564535/00100 329.000 S F | 17.50000 5757.50| 16.45000 5412.05| SIGN PANEL OVERLAY TYPE OH | | |4090 2564535/00110 45.000 S F | 17.50000 787.50| 16.45000 740.25| SIGN PANEL OVERLAY TYPE EO | | |4100 2564537/00013 4.000 EACH | 135.00000 540.00| 130.32000 521.28| INSTALL SIGN TYPE C | | |4110 2564537/00014 1.000 EACH | 210.00000 210.00| 197.44000 197.44| INSTALL SIGN TYPE D | | |4120 2564537/00030 12.000 EACH | 345.00000 4140.00| 327.97000 3935.64| INSTALL SIGN TYPE SPECIAL | | |4130 2564537/00040 2.000 EACH | 245.00000 490.00| 232.97000 465.94| INSTALL SIGN TYPE EO | | |4140 2564539/00010 6.000 EACH | 80.50000 483.00| 76.23000 457.38| OVERHEAD SIGN IDENTIFICATION PLATE | | |4150 2564550/00106 28.000 EACH | 325.00000 9100.00| 306.23000 8574.44| DELINEATOR TYPE X4-6 | | |4160 2564551/00010 12.000 EACH | 125.00000 1500.00| 120.01000 1440.12| REFERENCE POST MARKER | | |4170 2564552/00010 15.000 EACH | 80.00000 1200.00| 75.88000 1138.20| HAZARD MARKER X4-2 | | |4180 2564553/00010 1.000 EACH | 135.00000 135.00| 129.57000 129.57| CLEARANCE MARKER X4-4 | | |4190 2564555/00010 3.000 EACH | 81.00000 243.00| 76.99000 230.97| END OF ROADWAY MARKER X4-11 | | |4200 2564602/00015 1.000 EACH | 9550.00000 9550.00| 7500.00000 7500.00| INSTALL SIGN | | |4210 2564602/00740 18.000 EACH | 100.00000 1800.00| 95.10000 1711.80| INFILTRATION AREA MARKER X3-6A | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4220 2565511/00011 1.000 SIGS | 165000.00000 165000.00| 157600.00000 157600.00| TRAFFIC CONTROL SIGNAL SYSTEM A | | |4230 2565511/00012 1.000 SIGS | 105000.00000 105000.00| 97500.00000 97500.00| TRAFFIC CONTROL SIGNAL SYSTEM B | | |4240 2565511/00013 1.000 SIGS | 125000.00000 125000.00| 116200.00000 116200.00| TRAFFIC CONTROL SIGNAL SYSTEM C | | |4250 2565511/00014 1.000 SIGS | 160000.00000 160000.00| 152250.00000 152250.00| TRAFFIC CONTROL SIGNAL SYSTEM D | | |4260 2565601/00110 LUMP | 86000.00000 86000.00| 81000.00000 81000.00| TRAFFIC CONTROL INTERCONNECTION | | |4270 2565602/00004 59.000 EACH | 595.00000 35105.00| 560.00000 33040.00| SPECIAL HANDHOLE | | |4280 2565602/00011 5.000 EACH | 1700.00000 8500.00| 1600.00000 8000.00| CABINET FOUNDATION | | |4290 2565616/00300 1.000 SYS | 41500.00000 41500.00| 39000.00000 39000.00| TEMPORARY SIGNAL SYSTEM | | |4300 2571602/00050 4.000 EACH | 365.00000 1460.00| 127.55000 510.20| TREE PROTECTION | | |4310 2573502/00030 3262.000 L F | 17.00000 55454.00| 33.41000 108983.42| SILT FENCE, TYPE SUPER DUTY | | |4320 2573502/00040 26490.000 L F | 1.60000 42384.00| 1.02000 27019.80| SILT FENCE, TYPE MACHINE SLICED | | |4330 2573504/00010 4286.000 S F | 4.30000 18429.80| 5.00000 21430.00| SANDBAG BARRIER | | |4340 2573505/00010 800.000 L F | 12.00000 9600.00| 17.35000 13880.00| FLOTATION SILT CURTAIN TYPE STILL WATER | | |4350 2573506/00010 1760.000 C Y | 5.40000 9504.00| 15.00000 26400.00| SEDIMENT TRAP EXCAVATION | | |4360 2573507/00010 1680.000 L F | 18.00000 30240.00| 25.00000 42000.00| TEMPORARY PIPE DOWNDRAIN | | |4370 2573509/00010 934.000 C Y | 7.10000 6631.40| 17.00000 15878.00| DIVERSION MOUND | | |4380 2573511/00010 960.000 S F | 3.80000 3648.00| 4.08000 3916.80| SEDIMENT MAT | | |4390 2573530/00010 1125.000 EACH | 105.00000 118125.00| 180.00000 202500.00| STORM DRAIN INLET PROTECTION | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4400 2573540/00030 31352.000 L F | 3.20000 100326.40| 1.12000 35114.24| FILTER LOG TYPE COMPOST LOG | | |4410 2573540/00040 854.000 L F | 8.50000 7259.00| 7.14000 6097.56| FILTER LOG TYPE ROCK LOG | | |4420 2573541/00010 2000.000 GAL | 17.50000 35000.00| 16.84000 33680.00| LIQUID FLOC | | |4430 2573542/00010 564.000 EACH | 160.00000 90240.00| 214.29000 120859.56| FLOCCULANT SOCK | | |4440 2573550/00010 LUMP | 125000.00000 125000.00| 40000.00000 40000.00| EROSION CONTROL SUPERVISOR | | |4450 2573602/00020 9.000 EACH | 2040.00000 18360.00| 3060.00000 27540.00| TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |4460 2573602/00090 19.000 EACH | 295.00000 5605.00| 127.55000 2423.45| CULVERT PROTECTION | | |4470 2573607/00010 88.000 C Y | 105.00000 9240.00| 90.00000 7920.00| ROCK DITCH CHECK | | |4480 2575501/00010 47.300 ACRE | 135.00000 6385.50| 127.55000 6033.12| SEEDING | | |4490 2575502/00250 1253.000 LB | 3.20000 4009.60| 2.33000 2919.49| SEED MIXTURE 250 | | |4500 2575502/00260 490.000 LB | 2.60000 1274.00| 2.04000 999.60| SEED MIXTURE 260 | | |4510 2575502/00310 198.000 LB | 16.50000 3267.00| 16.04000 3175.92| SEED MIXTURE 310 | | |4520 2575502/00328 275.000 LB | 5.30000 1457.50| 4.53000 1245.75| SEED MIXTURE 328 | | |4530 2575502/00340 137.000 LB | 4.80000 657.60| 4.22000 578.14| SEED MIXTURE 340 | | |4540 2575502/00350 1287.000 LB | 4.90000 6306.30| 4.35000 5598.45| SEED MIXTURE 350 | | |4550 2575505/00020 92.000 S Y | 10.50000 966.00| 2.91000 267.72| SODDING TYPE EROSION | | |4560 2575505/00050 7503.000 S Y | 2.90000 21758.70| 2.91000 21833.73| SODDING TYPE SALT RESISTANT | | |4570 2575511/00030 101.000 TON | 320.00000 32320.00| 362.24000 36586.24| MULCH MATERIAL TYPE 3 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4580 2575519/00010 47.300 ACRE | 53.00000 2506.90| 76.53000 3619.87| DISK ANCHORING | | |4590 2575523/00013 250.000 S Y | 2.10000 525.00| 1.07000 267.50| EROSION CONTROL BLANKETS CATEGORY 3 | | |4600 2575523/00014 2800.000 S Y | 1.10000 3080.00| 1.79000 5012.00| EROSION CONTROL BLANKETS CATEGORY 4 | | |4610 2575523/00016 518.000 S Y | 2.90000 1502.20| 2.55000 1320.90| EROSION CONTROL BLANKETS CATEGORY 6 | | |4620 2575532/00030 8363.000 LB | 0.50000 4181.50| 0.51000 4265.13| FERTILIZER TYPE 3 | | |4630 2575532/00040 3173.000 LB | 0.50000 1586.50| 0.51000 1618.23| FERTILIZER TYPE 4 | | |4640 2575571/00010 4.000 MGAL | 320.00000 1280.00| 510.21000 2040.84| RAPID STABILIZATION METHOD 3 | | |4650 2575572/00010 12996.000 S Y | 1.60000 20793.60| 1.48000 19234.08| RAPID STABILIZATION METHOD 4 | | |4660 2575607/00010 6805.000 C Y | 18.50000 125892.50| 24.00000 163320.00| MULCH MATERIAL TYPE SPECIAL | | |4670 2582501/02001 11.000 EACH | 315.00000 3465.00| 295.00000 3245.00| PAVEMENT MESSAGE (LEFT ARROW) POLY | | | PREFORM | | |4680 2582501/02002 10.000 EACH | 315.00000 3150.00| 295.00000 2950.00| PAVEMENT MESSAGE (RIGHT ARROW) POLY | | | PREFORM | | |4690 2582501/02006 1.000 EACH | 470.00000 470.00| 443.00000 443.00| PAVEMENT MESSAGE (LEFT-THRU ARROW) POLY | | | PREFORM | | |4700 2582501/02101 29.000 EACH | 420.00000 12180.00| 395.00000 11455.00| PAVEMENT MESSAGE (LEFT ARROW) POLY | | | PREFORM-GROUND IN | | |4710 2582501/02102 4.000 EACH | 420.00000 1680.00| 395.00000 1580.00| PAVEMENT MESSAGE (RIGHT ARROW) POLY | | | PREFORM-GROUND IN | | |4720 2582501/02107 2.000 EACH | 630.00000 1260.00| 593.00000 1186.00| PAVT MESSAGE (RIGHT-THRU ARROW) POLY | | | PREF-GROUND IN | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4730 2582501/02111 5.000 EACH | 420.00000 2100.00| 395.00000 1975.00| PAVEMENT MESSAGE (HOV DIAMOND) POLF | | | PREFORM - GROUND IN | | |4740 2582502/11112 219.000 L F | 3.30000 722.70| 3.12000 683.28| 12" SOLID LINE WHITE-PAINT | | |4750 2582502/11124 28.000 L F | 6.60000 184.80| 6.24000 174.72| 24" SOLID LINE WHITE-PAINT | | |4760 2582502/21104 4569.000 L F | 2.60000 11879.40| 2.50000 11422.50| 4" SOLID LINE WHITE-POLY PREFORM | | |4770 2582502/21108 187.000 L F | 5.30000 991.10| 5.00000 935.00| 8" SOLID LINE WHITE-POLY PREFORM | | |4780 2582502/21124 206.000 L F | 16.00000 3296.00| 15.00000 3090.00| 24" SOLID LINE WHITE-POLY PREFORM | | |4790 2582502/21204 926.000 L F | 2.90000 2685.40| 2.75000 2546.50| 4" BROKEN LINE WHITE-POLY PREFORM | | |4800 2582502/21304 140.000 L F | 2.60000 364.00| 2.50000 350.00| 4" DOTTED LINE WHITE-POLY PREFROM | | |4810 2582502/22124 49.000 L F | 16.00000 784.00| 15.00000 735.00| 24" SOLID LINE YELLOW-POLY PREFORM | | |4820 2582502/22204 482.000 L F | 2.60000 1253.20| 2.50000 1205.00| 4" BROKEN LINE YELLOW-POLY PREFORM | | |4830 2582502/22404 3204.000 L F | 5.30000 16981.20| 5.00000 16020.00| 4" DOUBLE SOLID LINE YELLOW-POLY PREFOR | | |4840 2582502/31104 3537.000 L F | 3.70000 13086.90| 3.50000 12379.50| 4" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4850 2582502/31107 541.000 L F | 5.80000 3137.80| 5.49000 2970.09| 7" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4860 2582502/31111 19243.000 L F | 9.20000 177035.60| 8.63000 166067.09| 11" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4870 2582502/31124 93.000 L F | 22.50000 2092.50| 21.00000 1953.00| 24" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4880 2582502/31204 153.000 L F | 3.70000 566.10| 3.50000 535.50| 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4890 2582502/31207 8550.000 L F | 5.80000 49590.00| 5.49000 46939.50| 7" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4900 2582502/31211 169.000 L F | 9.20000 1554.80| 8.63000 1458.47| 11" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4910 2582502/31307 125.000 L F | 5.80000 725.00| 5.49000 686.25| 7" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4920 2582502/31311 1718.000 L F | 9.20000 15805.60| 8.63000 14826.34| 11" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |4930 2582502/32124 50.000 L F | 22.50000 1125.00| 21.00000 1050.00| 24" SOLID LINE YELLOW-POLY PREFORM | | | (GROUND IN) | | |4940 2582502/32204 367.000 L F | 3.70000 1357.90| 3.50000 1284.50| 4" BROKEN LINE YELLOW-POLY PREFORM | | | (GROUND IN) | | |4950 2582502/32404 937.000 L F | 7.40000 6933.80| 7.00000 6559.00| 4" DOUBLE SOLID LINE YELLOW-POLY | | | PREFORM (GROUND IN) | | |4960 2582502/41204 761.000 L F | 0.40000 304.40| 0.35000 266.35| 4" BROKEN LINE WHITE-EPOXY | | |4970 2582502/51104 23591.000 L F | 0.40000 9436.40| 0.35000 8256.85| 4" SOLID LINE WHITE-EPOXY (GROUND IN) | | |4980 2582502/52104 24018.000 L F | 0.40000 9607.20| 0.35000 8406.30| 4" SOLID LINE YELLOW-EPOXY (GROUND IN) | | |4990 2582503/00120 951.000 S F | 12.50000 11887.50| 12.00000 11412.00| CROSSWALK MARKING-POLY PREFORM | | |5000 2582503/00130 1608.000 S F | 16.50000 26532.00| 15.72000 25277.76| CROSSWALK MARKING-POLY PREFORM (GROUND | | | IN) | | | SECTION TOTALS | $ 65,132,357.00| $ 69,765,274.10| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO. 62921 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5010 2104601/00210 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |5020 2401501/01143 833.000 C Y | 325.00000 270725.00| 240.00000 199920.00| STRUCTURAL CONCRETE (1A43) | | |5030 2401501/03643 1337.000 C Y | 420.00000 561540.00| 470.00000 628390.00| STRUCTURAL CONCRETE (3Y43) | | |5040 2401512/03640 22066.000 S F | 15.00000 330990.00| 13.50000 297891.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |5050 2401513/01246 366.000 L F | 63.80000 23350.80| 56.21000 20572.86| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5060 2401514/07646 254.000 L F | 100.00000 25400.00| 59.34000 15072.36| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |5070 2401541/00010 72090.000 LB | 1.00000 72090.00| 1.00000 72090.00| REINFORCEMENT BARS | | |5080 2401541/00011 295680.000 LB | 1.20000 354816.00| 1.20000 354816.00| REINFORCEMENT BARS (EPOXY COATED) | | |5090 2401601/00010 LUMP | 125000.00000 125000.00| 43000.00000 43000.00| STRUCTURE EXCAVATION | | |5100 2401618/00300 23682.000 S F | 0.50000 11841.00| 0.47000 11130.54| BRIDGE DECK PLANING | | |5110 2402591/00400 172.000 L F | 145.00000 24940.00| 200.00000 34400.00| EXPANSION JOINT DEVICES TYPE 4 | | |5120 2402595/00010 48.000 EACH | 1070.00000 51360.00| 850.00000 40800.00| BEARING ASSEMBLY | | |5130 2404501/00200 24665.000 S F | 4.65000 114692.25| 4.73000 116665.45| CONCRETE WEARING COURSE (3U17A) | | |5140 2405502/20054 3013.000 L F | 160.00000 482080.00| 170.00000 512210.00| PRESTRESSED CONCRETE BEAMS MN54 | | |5150 2405511/20054 518.000 L F | 67.50000 34965.00| 75.00000 38850.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |5160 2411618/00220 5810.000 S F | 1.10000 6391.00| 1.06000 6158.60| ANTI-GRAFFITI COATING | | |5170 2411618/00320 5810.000 S F | 2.40000 13944.00| 2.27000 13188.70| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5180 2411618/00535 4050.000 S F | 8.40000 34020.00| 7.00000 28350.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |5190 2411618/00542 1760.000 S F | 5.00000 8800.00| 8.00000 14080.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5200 2442501/00010 LUMP | 20000.00000 20000.00| 100000.00000 100000.00| REMOVE EXISTING BRIDGE | | |5210 2452507/02000 9680.000 L F | 35.00000 338800.00| 36.00000 348480.00| C-I-P CONCRETE PILING DELIVERED 12" | | |5220 2452507/04000 8245.000 L F | 54.00000 445230.00| 62.50000 515312.50| C-I-P CONCRETE PILING DELIVERED 16" | | |5230 2452508/02000 9680.000 L F | 1.00000 9680.00| 1.00000 9680.00| C-I-P CONCRETE PILING DRIVEN 12" | | |5240 2452508/04000 8245.000 L F | 1.00000 8245.00| 1.50000 12367.50| C-I-P CONCRETE PILING DRIVEN 16" | | |5250 2452519/02090 2.000 EACH | 3725.00000 7450.00| 5000.00000 10000.00| C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |5260 2452519/02100 2.000 EACH | 4250.00000 8500.00| 5500.00000 11000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |5270 2452519/04095 2.000 EACH | 5950.00000 11900.00| 6000.00000 12000.00| C-I-P CONCRETE TEST PILE 95 FT LONG 16" | | |5280 2502502/00010 LUMP | 3230.00000 3230.00| 5000.00000 5000.00| DRAINAGE SYSTEM TYPE (B910) | | |5290 2514501/00010 49.000 S Y | 300.00000 14700.00| 400.00000 19600.00| CONCRETE SLOPE PAVING | | |5300 2514503/00020 124.000 S Y | 32.50000 4030.00| 30.00000 3720.00| AGGREGATE SLOPE PAVING | | |5310 2545509/00011 LUMP | 6680.00000 6680.00| 6300.00000 6300.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 3,441,390.05| $ 3,516,045.51| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO. 62920 | | |5320 2104601/00210 LUMP | 530.00000 530.00| 15000.00000 15000.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5330 2401501/01143 753.000 C Y | 350.00000 263550.00| 260.00000 195780.00| STRUCTURAL CONCRETE (1A43) | | |5340 2401501/03643 1203.000 C Y | 450.00000 541350.00| 500.00000 601500.00| STRUCTURAL CONCRETE (3Y43) | | |5350 2401512/03640 22066.000 S F | 15.00000 330990.00| 13.50000 297891.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |5360 2401513/01246 321.000 L F | 62.00000 19902.00| 56.21000 18043.41| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5370 2401514/07646 295.000 L F | 80.00000 23600.00| 59.34000 17505.30| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |5380 2401541/00010 59940.000 LB | 1.00000 59940.00| 1.00000 59940.00| REINFORCEMENT BARS | | |5390 2401541/00011 301650.000 LB | 1.10000 331815.00| 1.17000 352930.50| REINFORCEMENT BARS (EPOXY COATED) | | |5400 2401601/00010 LUMP | 125000.00000 125000.00| 200000.00000 200000.00| STRUCTURE EXCAVATION | | |5410 2401618/00300 23684.000 S F | 0.50000 11842.00| 0.47000 11131.48| BRIDGE DECK PLANING | | |5420 2402591/00400 172.000 L F | 145.00000 24940.00| 200.00000 34400.00| EXPANSION JOINT DEVICES TYPE 4 | | |5430 2402595/00010 44.000 EACH | 1070.00000 47080.00| 800.00000 35200.00| BEARING ASSEMBLY | | |5440 2404501/00200 24668.000 S F | 4.65000 114706.20| 4.73000 116679.64| CONCRETE WEARING COURSE (3U17A) | | |5450 2405502/20054 2762.000 L F | 160.00000 441920.00| 170.00000 469540.00| PRESTRESSED CONCRETE BEAMS MN54 | | |5460 2405511/20054 551.000 L F | 67.50000 37192.50| 70.00000 38570.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |5470 2411618/00220 5185.000 S F | 1.10000 5703.50| 1.06000 5496.10| ANTI-GRAFFITI COATING | | |5480 2411618/00320 5185.000 S F | 2.40000 12444.00| 2.27000 11769.95| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5490 2411618/00535 2845.000 S F | 8.40000 23898.00| 7.00000 19915.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |5500 2411618/00542 2340.000 S F | 6.00000 14040.00| 8.00000 18720.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5510 2442501/00010 LUMP | 125000.00000 125000.00| 100000.00000 100000.00| REMOVE EXISTING BRIDGE | | |5520 2452507/02000 11140.000 L F | 35.00000 389900.00| 36.00000 401040.00| C-I-P CONCRETE PILING DELIVERED 12" | | |5530 2452507/04000 5940.000 L F | 54.00000 320760.00| 61.25000 363825.00| C-I-P CONCRETE PILING DELIVERED 16" | | |5540 2452508/02000 11140.000 L F | 1.00000 11140.00| 1.00000 11140.00| C-I-P CONCRETE PILING DRIVEN 12" | | |5550 2452508/04000 5940.000 L F | 1.00000 5940.00| 1.50000 8910.00| C-I-P CONCRETE PILING DRIVEN 16" | | |5560 2452519/02100 4.000 EACH | 4250.00000 17000.00| 4500.00000 18000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |5570 2452519/04110 2.000 EACH | 7050.00000 14100.00| 6000.00000 12000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |5580 2502502/00010 LUMP | 3230.00000 3230.00| 5300.00000 5300.00| DRAINAGE SYSTEM TYPE (B910) | | |5590 2514501/00010 49.000 S Y | 300.00000 14700.00| 400.00000 19600.00| CONCRETE SLOPE PAVING | | |5600 2514503/00020 121.000 S Y | 32.50000 3932.50| 30.00000 3630.00| AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 3,336,145.70| $ 3,463,457.38| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE NO. 62925 | | |5610 2104601/00210 LUMP | 1220.00000 1220.00| 30000.00000 30000.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |5620 2401501/01143 1661.000 C Y | 350.00000 581350.00| 280.00000 465080.00| STRUCTURAL CONCRETE (1A43) | | |5630 2401501/03643 2210.000 C Y | 450.00000 994500.00| 560.00000 1237600.00| STRUCTURAL CONCRETE (3Y43) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5640 2401512/03640 77588.000 S F | 15.00000 1163820.00| 12.50000 969850.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |5650 2401513/01246 951.000 L F | 50.00000 47550.00| 56.21000 53455.71| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5660 2401514/07646 943.000 L F | 78.00000 73554.00| 59.34000 55957.62| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |5670 2401541/00010 144520.000 LB | 1.00000 144520.00| 1.00000 144520.00| REINFORCEMENT BARS | | |5680 2401541/00011 1124400.000 LB | 1.10000 1236840.00| 1.09000 1225596.00| REINFORCEMENT BARS (EPOXY COATED) | | |5690 2401601/00010 LUMP | 195000.00000 195000.00| 83000.00000 83000.00| STRUCTURE EXCAVATION | | |5700 2401618/00300 82699.000 S F | 0.50000 41349.50| 0.47000 38868.53| BRIDGE DECK PLANING | | |5710 2402521/00009 1737760.000 LB | 1.71000 2971569.60| 1.71000 2971569.60| STRUCTURAL STEEL (3309) | | |5720 2402591/00500 444.000 L F | 125.00000 55500.00| 200.00000 88800.00| EXPANSION JOINT DEVICES TYPE 5 | | |5730 2402595/00010 122.000 EACH | 1070.00000 130540.00| 1400.00000 170800.00| BEARING ASSEMBLY | | |5740 2404501/00200 85816.000 S F | 3.65000 313228.40| 3.25000 278902.00| CONCRETE WEARING COURSE (3U17A) | | |5750 2405502/20054 4104.000 L F | 165.00000 677160.00| 170.00000 697680.00| PRESTRESSED CONCRETE BEAMS MN54 | | |5760 2405511/20054 1378.000 L F | 67.50000 93015.00| 60.00000 82680.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |5770 2411618/00220 11773.000 S F | 1.10000 12950.30| 1.06000 12479.38| ANTI-GRAFFITI COATING | | |5780 2411618/00320 11773.000 S F | 2.40000 28255.20| 2.27000 26724.71| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |5790 2411618/00535 1237.000 S F | 8.40000 10390.80| 10.50000 12988.50| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5800 2411618/00542 10536.000 S F | 6.00000 63216.00| 5.00000 52680.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |5810 2442501/00010 LUMP | 125000.00000 125000.00| 300000.00000 300000.00| REMOVE EXISTING BRIDGE | | |5820 2452507/04000 22740.000 L F | 55.00000 1250700.00| 54.00000 1227960.00| C-I-P CONCRETE PILING DELIVERED 16" | | |5830 2452508/04000 22740.000 L F | 1.00000 22740.00| 1.50000 34110.00| C-I-P CONCRETE PILING DRIVEN 16" | | |5840 2452519/04075 9.000 EACH | 5000.00000 45000.00| 5500.00000 49500.00| C-I-P CONCRETE TEST PILE 75 FT LONG 16" | | |5850 2452519/04090 6.000 EACH | 5500.00000 33000.00| 6000.00000 36000.00| C-I-P CONCRETE TEST PILE 90 FT LONG 16" | | |5860 2452519/04110 6.000 EACH | 6500.00000 39000.00| 6500.00000 39000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |5870 2452519/04120 3.000 EACH | 7900.00000 23700.00| 7000.00000 21000.00| C-I-P CONCRETE TEST PILE 120 FT LONG 16 | | |5880 2452603/02010 80.000 L F | 16.00000 1280.00| 58.00000 4640.00| PREBORING (EARTH) | | |5890 2479502/00010 13826.000 S F | 3.70000 51156.20| 4.00000 55304.00| INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |5900 2479503/00010 13826.000 S F | 2.70000 37330.20| 2.53000 34979.78| INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |5910 2502502/00010 LUMP | 3230.00000 3230.00| 3300.00000 3300.00| DRAINAGE SYSTEM TYPE (B910) | | |5920 2514501/00010 129.000 S Y | 165.00000 21285.00| 300.00000 38700.00| CONCRETE SLOPE PAVING | | |5930 2514503/00020 397.000 S Y | 32.50000 12902.50| 30.00000 11910.00| AGGREGATE SLOPE PAVING | | |5940 2545509/00011 LUMP | 12000.00000 12000.00| 11400.00000 11400.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 10,513,852.70| $ 10,567,035.83| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE NO. 62924 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------5950 2401501/01143 2090.000 C Y | 325.00000 679250.00| 255.00000 532950.00| STRUCTURAL CONCRETE (1A43) | | |5960 2401501/03643 2906.000 C Y | 450.00000 1307700.00| 525.00000 1525650.00| STRUCTURAL CONCRETE (3Y43) | | |5970 2401512/03640 72324.000 S F | 15.00000 1084860.00| 12.50000 904050.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |5980 2401513/01246 811.000 L F | 72.00000 58392.00| 56.21000 45586.31| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |5990 2401513/01446 152.000 L F | 61.00000 9272.00| 63.13000 9595.76| TYPE MOD F (TL-5) RAILING CONCRETE | | | (3Y46) | | |6000 2401514/07646 769.000 L F | 85.00000 65365.00| 59.34000 45632.46| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |6010 2401541/00010 203310.000 LB | 1.00000 203310.00| 1.00000 203310.00| REINFORCEMENT BARS | | |6020 2401541/00011 1214260.000 LB | 1.10000 1335686.00| 1.09000 1323543.40| REINFORCEMENT BARS (EPOXY COATED) | | |6030 2401601/00010 LUMP | 195000.00000 195000.00| 16000.00000 16000.00| STRUCTURE EXCAVATION | | |6040 2401618/00300 80784.000 S F | 0.50000 40392.00| 0.47000 37968.48| BRIDGE DECK PLANING | | |6050 2402521/00009 2730010.000 LB | 1.71000 4668317.10| 1.71000 4668317.10| STRUCTURAL STEEL (3309) | | |6060 2402591/00500 416.000 L F | 125.00000 52000.00| 200.00000 83200.00| EXPANSION JOINT DEVICES TYPE 5 | | |6070 2402595/00010 119.000 EACH | 1070.00000 127330.00| 1400.00000 166600.00| BEARING ASSEMBLY | | |6080 2402602/08010 2.000 EACH | 5000.00000 10000.00| 8500.00000 17000.00| SUPPLEMENTAL DESCRIPTION SIGN POST | | | ANCHORAGE ASSEMBLY | | |6090 2404501/00200 80784.000 S F | 3.80000 306979.20| 3.25000 262548.00| CONCRETE WEARING COURSE (3U17A) | | |6100 2405502/20045 630.000 L F | 160.00000 100800.00| 170.00000 107100.00| PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6110 2405502/20054 2278.000 L F | 160.00000 364480.00| 170.00000 387260.00| PRESTRESSED CONCRETE BEAMS MN54 | | |6120 2405511/20045 140.000 L F | 38.00000 5320.00| 70.00000 9800.00| DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |6130 2405511/20054 591.000 L F | 67.50000 39892.50| 65.00000 38415.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |6140 2411618/00220 18298.000 S F | 1.10000 20127.80| 1.06000 19395.88| ANTI-GRAFFITI COATING | | |6150 2411618/00320 18298.000 S F | 2.40000 43915.20| 2.27000 41536.46| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6160 2411618/00535 4281.000 S F | 8.40000 35960.40| 7.00000 29967.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |6170 2411618/00542 14017.000 S F | 5.00000 70085.00| 5.00000 70085.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6180 2452507/04000 33910.000 L F | 55.00000 1865050.00| 53.50000 1814185.00| C-I-P CONCRETE PILING DELIVERED 16" | | |6190 2452508/04000 33910.000 L F | 1.00000 33910.00| 1.50000 50865.00| C-I-P CONCRETE PILING DRIVEN 16" | | |6200 2452519/04090 3.000 EACH | 6050.00000 18150.00| 6000.00000 18000.00| C-I-P CONCRETE TEST PILE 90 FT LONG 16" | | |6210 2452519/04100 16.000 EACH | 6900.00000 110400.00| 6500.00000 104000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 16 | | |6220 2452519/04105 4.000 EACH | 6650.00000 26600.00| 7000.00000 28000.00| C-I-P CONCRETE TEST PILE 105 FT LONG 16 | | |6230 2452603/02010 702.000 L F | 10.50000 7371.00| 60.00000 42120.00| PREBORING (EARTH) | | |6240 2479502/00010 16217.000 S F | 3.70000 60002.90| 4.00000 64868.00| INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |6250 2479503/00010 16217.000 S F | 2.70000 43785.90| 2.53000 41029.01| INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |6260 2502502/00010 LUMP | 3230.00000 3230.00| 3750.00000 3750.00| DRAINAGE SYSTEM TYPE (B910) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6270 2514501/00010 128.000 S Y | 175.00000 22400.00| 275.00000 35200.00| CONCRETE SLOPE PAVING | | |6280 2514503/00020 1028.000 S Y | 32.50000 33410.00| 30.00000 30840.00| AGGREGATE SLOPE PAVING | | |6290 2545509/00011 LUMP | 29500.00000 29500.00| 28000.00000 28000.00| CONDUIT SYSTEM (LIGHTING) | | |6300 2545509/00045 LUMP | 5620.00000 5620.00| 5300.00000 5300.00| CONDUIT SYSTEM (RWIS) | | | SECTION TOTALS | $ 13,083,864.00| $ 12,811,667.86| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE NO. 62926 | | |6310 2104601/00210 LUMP | 84500.00000 84500.00| 78500.00000 78500.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |6320 2401501/01143 712.000 C Y | 325.00000 231400.00| 300.00000 213600.00| STRUCTURAL CONCRETE (1A43) | | |6330 2401501/03643 1326.000 C Y | 420.00000 556920.00| 550.00000 729300.00| STRUCTURAL CONCRETE (3Y43) | | |6340 2401512/03640 32298.000 S F | 15.50000 500619.00| 13.50000 436023.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |6350 2401513/01246 765.000 L F | 62.00000 47430.00| 56.21000 43000.65| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |6360 2401513/07146 904.000 L F | 73.50000 66444.00| 80.00000 72320.00| TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |6370 2401513/07247 783.000 L F | 78.00000 61074.00| 85.00000 66555.00| TYPE MOD P-2 (TL-4) RAILING CONCRETE | | | (3Y46) | | |6380 2401541/00010 50610.000 LB | 1.00000 50610.00| 1.00000 50610.00| REINFORCEMENT BARS | | |6390 2401541/00011 468980.000 LB | 1.10000 515878.00| 1.13000 529947.40| REINFORCEMENT BARS (EPOXY COATED) | | |6400 2401601/00010 LUMP | 45000.00000 45000.00| 18000.00000 18000.00| STRUCTURE EXCAVATION | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6410 2401618/00300 18890.000 S F | 0.50000 9445.00| 0.47000 8878.30| BRIDGE DECK PLANING | | |6420 2402546/07050 6.000 EACH | 2860.00000 17160.00| 1350.00000 8100.00| FLOOR DRAIN TYPE B705 | | |6430 2402583/00101 115.000 L F | 115.00000 13225.00| 100.00000 11500.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |6440 2402583/00102 646.000 L F | 140.00000 90440.00| 120.00000 77520.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |6450 2402583/00104 104.000 L F | 195.00000 20280.00| 175.00000 18200.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |6460 2402584/00101 783.000 L F | 91.50000 71644.50| 85.00000 66555.00| STRUCTURAL TUBE RAILING DESIGN T-1 | | |6470 2402591/00500 102.000 L F | 125.00000 12750.00| 225.00000 22950.00| EXPANSION JOINT DEVICES TYPE 5 | | |6480 2402595/00010 98.000 EACH | 1070.00000 104860.00| 1300.00000 127400.00| BEARING ASSEMBLY | | |6490 2404501/00200 21690.000 S F | 5.00000 108450.00| 3.68000 79819.20| CONCRETE WEARING COURSE (3U17A) | | |6500 2405502/20045 4150.000 L F | 160.00000 664000.00| 170.00000 705500.00| PRESTRESSED CONCRETE BEAMS MN45 | | |6510 2405511/20045 1068.000 L F | 38.00000 40584.00| 55.00000 58740.00| DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |6520 2411618/00220 9255.000 S F | 1.10000 10180.50| 1.06000 9810.30| ANTI-GRAFFITI COATING | | |6530 2411618/00320 7842.000 S F | 2.40000 18820.80| 2.27000 17801.34| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6540 2411618/00535 3286.000 S F | 8.40000 27602.40| 10.70000 35160.20| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |6550 2411618/00542 4556.000 S F | 5.00000 22780.00| 7.00000 31892.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6560 2442501/00011 LUMP | 25000.00000 25000.00| 375000.00000 375000.00| REMOVE EXISTING BRIDGE A | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6570 2442501/00012 LUMP | 45000.00000 45000.00| 45000.00000 45000.00| REMOVE EXISTING BRIDGE B | | |6580 2452507/02000 17330.000 L F | 34.00000 589220.00| 34.50000 597885.00| C-I-P CONCRETE PILING DELIVERED 12" | | |6590 2452508/02000 17330.000 L F | 1.00000 17330.00| 1.00000 17330.00| C-I-P CONCRETE PILING DRIVEN 12" | | |6600 2452519/02100 6.000 EACH | 4850.00000 29100.00| 5000.00000 30000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |6610 2452519/02110 3.000 EACH | 5100.00000 15300.00| 5500.00000 16500.00| C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |6620 2452519/02120 1.000 EACH | 5350.00000 5350.00| 6000.00000 6000.00| C-I-P CONCRETE TEST PILE 120 FT LONG 12 | | |6630 2452602/01310 40.000 EACH | 250.00000 10000.00| 245.00000 9800.00| PILE POINTS 12" | | |6640 2452603/02010 243.000 L F | 10.50000 2551.50| 120.00000 29160.00| PREBORING (EARTH) | | |6650 2502502/00010 LUMP | 3230.00000 3230.00| 3000.00000 3000.00| DRAINAGE SYSTEM TYPE (B910) | | |6660 2514501/00010 115.000 S Y | 150.00000 17250.00| 185.00000 21275.00| CONCRETE SLOPE PAVING | | |6670 2545509/00011 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 4,167,428.70| $ 4,683,632.39| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE NO. 62608 | | |6680 2104601/00210 LUMP | 955.00000 955.00| 900.00000 900.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |6690 2401501/01143 1022.000 C Y | 325.00000 332150.00| 240.00000 245280.00| STRUCTURAL CONCRETE (1A43) | | |6700 2401501/03643 1711.000 C Y | 450.00000 769950.00| 400.00000 684400.00| STRUCTURAL CONCRETE (3Y43) | | |6710 2401512/03640 20533.000 S F | 17.50000 359327.50| 14.50000 297728.50| BRIDGE SLAB CONCRETE (3Y36HP) | | |6720 2401513/07146 620.000 L F | 75.50000 46810.00| 72.00000 44640.00| TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6730 2401515/03646 4522.000 S F | 9.00000 40698.00| 8.00000 36176.00| SIDEWALK CONCRETE (3Y46) | | |6740 2401516/03646 1433.000 S F | 9.00000 12897.00| 8.00000 11464.00| RAISED MEDIAN CONCRETE (3Y46) | | |6750 2401541/00010 138800.000 LB | 1.00000 138800.00| 1.00000 138800.00| REINFORCEMENT BARS | | |6760 2401541/00011 372750.000 LB | 1.10000 410025.00| 1.12000 417480.00| REINFORCEMENT BARS (EPOXY COATED) | | |6770 2401601/00010 LUMP | 75000.00000 75000.00| 40000.00000 40000.00| STRUCTURE EXCAVATION | | |6780 2401618/00020 692.000 S F | 7.00000 4844.00| 2.00000 1384.00| ARCHITECTURAL PAVEMENT | | |6790 2401618/00300 16311.000 S F | 0.50000 8155.50| 0.47000 7666.17| BRIDGE DECK PLANING | | |6800 2402583/00102 224.000 L F | 140.00000 31360.00| 125.00000 28000.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |6810 2402583/00103 181.000 L F | 170.00000 30770.00| 150.00000 27150.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 3 | | |6820 2402583/00104 259.000 L F | 195.00000 50505.00| 165.00000 42735.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |6830 2402591/00400 200.000 L F | 145.00000 29000.00| 200.00000 40000.00| EXPANSION JOINT DEVICES TYPE 4 | | |6840 2402595/00010 46.000 EACH | 1070.00000 49220.00| 900.00000 41400.00| BEARING ASSEMBLY | | |6850 2405502/20054 2739.000 L F | 160.00000 438240.00| 170.00000 465630.00| PRESTRESSED CONCRETE BEAMS MN54 | | |6860 2405511/20054 502.000 L F | 67.50000 33885.00| 70.00000 35140.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |6870 2411618/00220 10157.000 S F | 1.10000 11172.70| 1.06000 10766.42| ANTI-GRAFFITI COATING | | |6880 2411618/00320 10157.000 S F | 2.40000 24376.80| 2.27000 23056.39| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |6890 2411618/00535 7508.000 S F | 8.40000 63067.20| 8.50000 63818.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------6900 2411618/00542 2649.000 S F | 5.00000 13245.00| 9.35000 24768.15| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |6910 2442501/00010 LUMP | 200000.00000 200000.00| 120000.00000 120000.00| REMOVE EXISTING BRIDGE | | |6920 2452507/02000 10640.000 L F | 35.00000 372400.00| 35.00000 372400.00| C-I-P CONCRETE PILING DELIVERED 12" | | |6930 2452507/04000 16100.000 L F | 53.00000 853300.00| 55.00000 885500.00| C-I-P CONCRETE PILING DELIVERED 16" | | |6940 2452508/02000 10640.000 L F | 1.00000 10640.00| 1.00000 10640.00| C-I-P CONCRETE PILING DRIVEN 12" | | |6950 2452508/04000 16100.000 L F | 1.00000 16100.00| 1.50000 24150.00| C-I-P CONCRETE PILING DRIVEN 16" | | |6960 2452519/02100 2.000 EACH | 4250.00000 8500.00| 5000.00000 10000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 12 | | |6970 2452519/02110 2.000 EACH | 4750.00000 9500.00| 5500.00000 11000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |6980 2452519/04110 2.000 EACH | 6800.00000 13600.00| 6000.00000 12000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |6990 2452602/00301 1.000 EACH | 2050.00000 2050.00| 2000.00000 2000.00| PILE ANALYSIS | | |7000 2452603/02010 720.000 L F | 10.50000 7560.00| 145.00000 104400.00| PREBORING (EARTH) | | |7010 2502502/00010 LUMP | 3230.00000 3230.00| 5800.00000 5800.00| DRAINAGE SYSTEM TYPE (B910) | | |7020 2514503/00020 415.000 S Y | 32.50000 13487.50| 28.00000 11620.00| AGGREGATE SLOPE PAVING | | |7030 2545509/00011 LUMP | 14000.00000 14000.00| 13000.00000 13000.00| CONDUIT SYSTEM (LIGHTING) | | |7040 2545509/00022 LUMP | 18000.00000 18000.00| 17000.00000 17000.00| CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,516,821.20| $ 4,327,892.63| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 BRIDGE NO. 62609 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7050 2401501/01143 979.000 C Y | 325.00000 318175.00| 260.00000 254540.00| STRUCTURAL CONCRETE (1A43) | | |7060 2401501/03643 1365.000 C Y | 420.00000 573300.00| 500.00000 682500.00| STRUCTURAL CONCRETE (3Y43) | | |7070 2401512/03640 27036.000 S F | 17.50000 473130.00| 12.50000 337950.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |7080 2401513/07146 753.000 L F | 75.50000 56851.50| 74.00000 55722.00| TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |7090 2401515/03646 5994.000 S F | 9.00000 53946.00| 8.00000 47952.00| SIDEWALK CONCRETE (3Y46) | | |7100 2401516/03646 3011.000 S F | 9.00000 27099.00| 8.00000 24088.00| RAISED MEDIAN CONCRETE (3Y46) | | |7110 2401541/00010 86010.000 LB | 1.00000 86010.00| 1.00000 86010.00| REINFORCEMENT BARS | | |7120 2401541/00011 341270.000 LB | 1.20000 409524.00| 1.14000 389047.80| REINFORCEMENT BARS (EPOXY COATED) | | |7130 2401601/00010 LUMP | 50000.00000 50000.00| 44000.00000 44000.00| STRUCTURE EXCAVATION | | |7140 2401602/00002 50.000 EACH | 23.00000 1150.00| 9.00000 450.00| DOWEL BAR ASSEMBLY (EPOXY COATED) | | |7150 2401618/00020 1489.000 S F | 6.00000 8934.00| 2.00000 2978.00| ARCHITECTURAL PAVEMENT | | |7160 2401618/00300 18018.000 S F | 0.50000 9009.00| 0.47000 8468.46| BRIDGE DECK PLANING | | |7170 2402583/00101 108.000 L F | 115.00000 12420.00| 100.00000 10800.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |7180 2402583/00102 620.000 L F | 140.00000 86800.00| 120.00000 74400.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |7190 2402591/00500 181.000 L F | 125.00000 22625.00| 200.00000 36200.00| EXPANSION JOINT DEVICES TYPE 5 | | |7200 2402595/00010 60.000 EACH | 1070.00000 64200.00| 850.00000 51000.00| BEARING ASSEMBLY | | |7210 2405502/20045 2976.000 L F | 155.00000 461280.00| 165.00000 491040.00| PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7220 2405511/20045 821.000 L F | 38.00000 31198.00| 50.00000 41050.00| DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |7230 2411618/00220 9265.000 S F | 1.10000 10191.50| 1.06000 9820.90| ANTI-GRAFFITI COATING | | |7240 2411618/00320 9265.000 S F | 2.40000 22236.00| 2.27000 21031.55| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |7250 2411618/00535 5536.000 S F | 8.40000 46502.40| 8.00000 44288.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |7260 2411618/00542 3729.000 S F | 5.00000 18645.00| 8.00000 29832.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |7270 2433516/00110 10.000 EACH | 30.50000 305.00| 35.00000 350.00| ANCHORAGES TYPE REINF BARS | | |7280 2452507/02000 5700.000 L F | 35.00000 199500.00| 36.50000 208050.00| C-I-P CONCRETE PILING DELIVERED 12" | | |7290 2452507/04000 16430.000 L F | 53.00000 870790.00| 53.50000 879005.00| C-I-P CONCRETE PILING DELIVERED 16" | | |7300 2452508/02000 5700.000 L F | 1.00000 5700.00| 1.00000 5700.00| C-I-P CONCRETE PILING DRIVEN 12" | | |7310 2452508/04000 16430.000 L F | 1.00000 16430.00| 1.50000 24645.00| C-I-P CONCRETE PILING DRIVEN 16" | | |7320 2452519/02080 2.000 EACH | 3500.00000 7000.00| 4000.00000 8000.00| C-I-P CONCRETE TEST PILE 80 FT LONG 12" | | |7330 2452519/02095 2.000 EACH | 4150.00000 8300.00| 6000.00000 12000.00| C-I-P CONCRETE TEST PILE 95 FT LONG 12" | | |7340 2452519/04095 2.000 EACH | 5950.00000 11900.00| 6000.00000 12000.00| C-I-P CONCRETE TEST PILE 95 FT LONG 16" | | |7350 2452519/04115 5.000 EACH | 7000.00000 35000.00| 7000.00000 35000.00| C-I-P CONCRETE TEST PILE 115 FT LONG 16 | | |7360 2452602/00301 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| PILE ANALYSIS | | |7370 2502502/00010 LUMP | 3230.00000 3230.00| 3000.00000 3000.00| DRAINAGE SYSTEM TYPE (B910) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7380 2511501/00013 172.000 C Y | 110.00000 18920.00| 104.00000 17888.00| RANDOM RIPRAP CLASS III | | |7390 2514503/00020 231.000 S Y | 32.50000 7507.50| 30.00000 6930.00| AGGREGATE SLOPE PAVING | | |7400 2545509/00011 LUMP | 24000.00000 24000.00| 22500.00000 22500.00| CONDUIT SYSTEM (LIGHTING) | | |7410 2545509/00022 LUMP | 24500.00000 24500.00| 23000.00000 23000.00| CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,080,308.90| $ 4,005,236.71| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 BRIDGE NO. 62831A | | |7420 2401501/01143 97.000 C Y | 400.00000 38800.00| 500.00000 48500.00| STRUCTURAL CONCRETE (1A43) | | |7430 2401501/03643 249.000 C Y | 450.00000 112050.00| 900.00000 224100.00| STRUCTURAL CONCRETE (3Y43) | | |7440 2401512/03640 8100.000 S F | 18.00000 145800.00| 19.50000 157950.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |7450 2401513/01146 316.000 L F | 61.00000 19276.00| 56.21000 17762.36| TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |7460 2401513/01346 300.000 L F | 67.00000 20100.00| 63.13000 18939.00| TYPE F (TL-5) RAILING CONCRETE (3Y46) | | |7470 2401541/00010 6630.000 LB | 1.00000 6630.00| 1.20000 7956.00| REINFORCEMENT BARS | | |7480 2401541/00011 103080.000 LB | 1.30000 134004.00| 1.31000 135034.80| REINFORCEMENT BARS (EPOXY COATED) | | |7490 2401601/00010 LUMP | 105000.00000 105000.00| 16000.00000 16000.00| STRUCTURE EXCAVATION | | |7500 2401618/00300 10050.000 S F | 0.50000 5025.00| 0.47000 4723.50| BRIDGE DECK PLANING | | |7510 2402521/00009 81660.000 LB | 1.80000 146988.00| 1.98000 161686.80| STRUCTURAL STEEL (3309) | | |7520 2402591/00500 114.000 L F | 125.00000 14250.00| 200.00000 22800.00| EXPANSION JOINT DEVICES TYPE 5 | | |7530 2402595/00010 3.000 EACH | 1070.00000 3210.00| 2750.00000 8250.00| BEARING ASSEMBLY | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7540 2402602/00100 2270.000 EACH | 9.40000 21338.00| 3.25000 7377.50| SHEAR STUDS | | |7550 2433502/00015 31.000 C Y | 705.00000 21855.00| 220.00000 6820.00| REMOVE CONCRETE | | |7560 2433505/00004 5980.000 S F | 3.20000 19136.00| 8.50000 50830.00| REMOVE CONCRETE SLAB, OVERLAY AND RAIL | | |7570 2433516/00110 217.000 EACH | 30.50000 6618.50| 30.00000 6510.00| ANCHORAGES TYPE REINF BARS | | |7580 2433602/00080 1.000 EACH | 1000.00000 1000.00| 2000.00000 2000.00| REPOSITION BEARING | | |7590 2433602/00140 60.000 EACH | 32.50000 1950.00| 25.00000 1500.00| GROUTED REINFORCEMENT BARS | | |7600 2433618/00210 420.000 S F | 20.00000 8400.00| 50.00000 21000.00| RECONSTRUCT CONCRETE SLOPE PAVING | | |7610 2452507/02000 1020.000 L F | 36.00000 36720.00| 46.00000 46920.00| C-I-P CONCRETE PILING DELIVERED 12" | | |7620 2452508/02000 1020.000 L F | 1.00000 1020.00| 1.00000 1020.00| C-I-P CONCRETE PILING DRIVEN 12" | | |7630 2452519/02030 2.000 EACH | 1300.00000 2600.00| 2500.00000 5000.00| C-I-P CONCRETE TEST PILE 30 FT LONG 12" | | |7640 2452519/02040 1.000 EACH | 2300.00000 2300.00| 3000.00000 3000.00| C-I-P CONCRETE TEST PILE 40 FT LONG 12" | | |7650 2452602/01310 43.000 EACH | 300.00000 12900.00| 245.00000 10535.00| PILE POINTS 12" | | |7660 2479502/00010 3560.000 S F | 3.70000 13172.00| 5.50000 19580.00| INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |7670 2502502/00010 LUMP | 3230.00000 3230.00| 2300.00000 2300.00| DRAINAGE SYSTEM TYPE (B910) | | |7680 2545509/00011 LUMP | 7850.00000 7850.00| 7400.00000 7400.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 911,222.50| $ 1,015,494.96| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 BRIDGE NO. 62610 | | |7690 2401501/01143 1092.000 C Y | 325.00000 354900.00| 240.00000 262080.00| STRUCTURAL CONCRETE (1A43) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7700 2401501/03643 1199.000 C Y | 420.00000 503580.00| 500.00000 599500.00| STRUCTURAL CONCRETE (3Y43) | | |7710 2401512/03640 22706.000 S F | 16.00000 363296.00| 14.50000 329237.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |7720 2401513/01246 417.000 L F | 68.00000 28356.00| 60.00000 25020.00| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |7730 2401513/07146 401.000 L F | 72.00000 28872.00| 70.00000 28070.00| TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |7740 2401515/03646 3957.000 S F | 9.00000 35613.00| 8.00000 31656.00| SIDEWALK CONCRETE (3Y46) | | |7750 2401541/00010 77240.000 LB | 1.00000 77240.00| 1.00000 77240.00| REINFORCEMENT BARS | | |7760 2401541/00011 285130.000 LB | 1.20000 342156.00| 1.16000 330750.80| REINFORCEMENT BARS (EPOXY COATED) | | |7770 2401601/00010 LUMP | 50000.00000 50000.00| 65000.00000 65000.00| STRUCTURE EXCAVATION | | |7780 2401618/00020 660.000 S F | 6.00000 3960.00| 2.00000 1320.00| ARCHITECTURAL PAVEMENT | | |7790 2401618/00300 18730.000 S F | 0.50000 9365.00| 0.47000 8803.10| BRIDGE DECK PLANING | | |7800 2402583/00101 66.000 L F | 115.00000 7590.00| 100.00000 6600.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 1 | | |7810 2402583/00102 201.000 L F | 140.00000 28140.00| 125.00000 25125.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 2 | | |7820 2402583/00103 50.000 L F | 170.00000 8500.00| 155.00000 7750.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 3 | | |7830 2402583/00104 62.000 L F | 195.00000 12090.00| 175.00000 10850.00| ORNAMENTAL METAL RAILING TYPE SPECIAL 4 | | |7840 2402591/00400 135.000 L F | 145.00000 19575.00| 200.00000 27000.00| EXPANSION JOINT DEVICES TYPE 4 | | |7850 2402595/00010 60.000 EACH | 1070.00000 64200.00| 900.00000 54000.00| BEARING ASSEMBLY | | |7860 2405502/20045 3258.000 L F | 155.00000 504990.00| 165.00000 537570.00| PRESTRESSED CONCRETE BEAMS MN45 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------7870 2405511/20045 571.000 L F | 38.00000 21698.00| 65.00000 37115.00| DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |7880 2411618/00220 8552.000 S F | 1.10000 9407.20| 1.06000 9065.12| ANTI-GRAFFITI COATING | | |7890 2411618/00320 8552.000 S F | 2.40000 20524.80| 2.27000 19413.04| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |7900 2411618/00535 4735.000 S F | 8.40000 39774.00| 12.00000 56820.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |7910 2411618/00542 3817.000 S F | 5.00000 19085.00| 12.00000 45804.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |7920 2451601/08010 LUMP | 35000.00000 35000.00| 33200.00000 33200.00| SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION (SOUTH ABUTMENT) | | |7930 2451601/08010 LUMP | 50000.00000 50000.00| 47700.00000 47700.00| SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION SYSTEM (PIER 1) | | |7940 2451601/08010 LUMP | 50000.00000 50000.00| 49200.00000 49200.00| SUPPLEMENTAL DESCRIPTION INTERMEDIATE | | | FOUNDATION SYSTEM (PIER 2) | | |7950 2452507/04000 8160.000 L F | 54.00000 440640.00| 62.00000 505920.00| C-I-P CONCRETE PILING DELIVERED 16" | | |7960 2452508/04000 8160.000 L F | 1.00000 8160.00| 1.50000 12240.00| C-I-P CONCRETE PILING DRIVEN 16" | | |7970 2452519/04100 2.000 EACH | 6470.00000 12940.00| 6500.00000 13000.00| C-I-P CONCRETE TEST PILE 100 FT LONG 16 | | |7980 2502502/00010 LUMP | 3230.00000 3230.00| 6000.00000 6000.00| DRAINAGE SYSTEM TYPE (B910) | | |7990 2514501/00010 44.000 S Y | 275.00000 12100.00| 300.00000 13200.00| CONCRETE SLOPE PAVING | | |8000 2514503/00020 100.000 S Y | 32.50000 3250.00| 40.00000 4000.00| AGGREGATE SLOPE PAVING | | |8010 2545509/00011 LUMP | 18500.00000 18500.00| 17500.00000 17500.00| CONDUIT SYSTEM (LIGHTING) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8020 2545509/00022 LUMP | 18000.00000 18000.00| 17000.00000 17000.00| CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 3,204,732.00| $ 3,314,749.06| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0011 BRIDGE NO. 62919 | | |8030 2104601/00210 LUMP | 4140.00000 4140.00| 3900.00000 3900.00| REMOVE REGULATED WASTE MATERIAL (BRIDGE | | |8040 2401501/01143 641.000 C Y | 325.00000 208325.00| 200.00000 128200.00| STRUCTURAL CONCRETE (1A43) | | |8050 2401501/03643 938.000 C Y | 420.00000 393960.00| 450.00000 422100.00| STRUCTURAL CONCRETE (3Y43) | | |8060 2401512/03640 12377.000 S F | 16.00000 198032.00| 15.50000 191843.50| BRIDGE SLAB CONCRETE (3Y36HP) | | |8070 2401513/01246 218.000 L F | 67.00000 14606.00| 56.21000 12253.78| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |8080 2401514/07646 136.000 L F | 130.00000 17680.00| 59.34000 8070.24| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |8090 2401541/00010 55590.000 LB | 1.00000 55590.00| 1.00000 55590.00| REINFORCEMENT BARS | | |8100 2401541/00011 179310.000 LB | 1.20000 215172.00| 1.20000 215172.00| REINFORCEMENT BARS (EPOXY COATED) | | |8110 2401601/00010 LUMP | 35000.00000 35000.00| 20000.00000 20000.00| STRUCTURE EXCAVATION | | |8120 2401618/00300 21108.000 S F | 0.50000 10554.00| 0.47000 9920.76| BRIDGE DECK PLANING | | |8130 2402591/00400 193.000 L F | 145.00000 27985.00| 175.00000 33775.00| EXPANSION JOINT DEVICES TYPE 4 | | |8140 2402595/00010 26.000 EACH | 1070.00000 27820.00| 850.00000 22100.00| BEARING ASSEMBLY | | |8150 2404501/00200 21956.000 S F | 5.00000 109780.00| 4.87000 106925.72| CONCRETE WEARING COURSE (3U17A) | | |8160 2405502/20054 1742.000 L F | 160.00000 278720.00| 170.00000 296140.00| PRESTRESSED CONCRETE BEAMS MN54 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8170 2405511/20054 258.000 L F | 67.50000 17415.00| 80.00000 20640.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |8180 2411618/00220 3177.000 S F | 1.10000 3494.70| 1.06000 3367.62| ANTI-GRAFFITI COATING | | |8190 2411618/00320 3177.000 S F | 2.40000 7624.80| 2.27000 7211.79| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |8200 2411618/00535 2571.000 S F | 8.40000 21596.40| 6.00000 15426.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8210 2411618/00542 606.000 S F | 5.00000 3030.00| 9.50000 5757.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8220 2442501/00010 LUMP | 20000.00000 20000.00| 72500.00000 72500.00| REMOVE EXISTING BRIDGE | | |8230 2452507/04000 18120.000 L F | 53.00000 960360.00| 52.00000 942240.00| C-I-P CONCRETE PILING DELIVERED 16" | | |8240 2452508/04000 18120.000 L F | 1.00000 18120.00| 1.50000 27180.00| C-I-P CONCRETE PILING DRIVEN 16" | | |8250 2452519/04110 2.000 EACH | 6250.00000 12500.00| 7000.00000 14000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |8260 2452519/04130 2.000 EACH | 7900.00000 15800.00| 8000.00000 16000.00| C-I-P CONCRETE TEST PILE 130 FT LONG 16 | | |8270 2452602/00301 2.000 EACH | 2030.00000 4060.00| 2000.00000 4000.00| PILE ANALYSIS | | |8280 2452603/08010 8794.000 L F | 13.00000 114322.00| 13.00000 114322.00| SUPPLEMENTAL DESCRIPTION PILE COATING | | |8290 2502502/00010 LUMP | 3230.00000 3230.00| 2500.00000 2500.00| DRAINAGE SYSTEM TYPE (B910) | | |8300 2545509/00011 LUMP | 3400.00000 3400.00| 3200.00000 3200.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 2,802,316.90| $ 2,774,335.41| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0012 BRIDGE NO. 62918 | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8310 2401501/01143 642.000 C Y | 325.00000 208650.00| 200.00000 128400.00| STRUCTURAL CONCRETE (1A43) | | |8320 2401501/03643 936.000 C Y | 420.00000 393120.00| 450.00000 421200.00| STRUCTURAL CONCRETE (3Y43) | | |8330 2401512/03640 12061.000 S F | 16.00000 192976.00| 15.50000 186945.50| BRIDGE SLAB CONCRETE (3Y36HP) | | |8340 2401513/01246 210.000 L F | 68.00000 14280.00| 56.21000 11804.10| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |8350 2401514/07646 180.000 L F | 135.00000 24300.00| 59.34000 10681.20| SPLIT GLARE SCREEN MEDIAN BARRIER | | | CONCRETE (3Y46) | | |8360 2401541/00010 54460.000 LB | 1.00000 54460.00| 1.00000 54460.00| REINFORCEMENT BARS | | |8370 2401541/00011 167180.000 LB | 1.20000 200616.00| 1.20000 200616.00| REINFORCEMENT BARS (EPOXY COATED) | | |8380 2401601/00010 LUMP | 35000.00000 35000.00| 168350.00000 168350.00| STRUCTURE EXCAVATION | | |8390 2401618/00300 19266.000 S F | 0.50000 9633.00| 0.47000 9055.02| BRIDGE DECK PLANING | | |8400 2402591/00400 188.000 L F | 145.00000 27260.00| 175.00000 32900.00| EXPANSION JOINT DEVICES TYPE 4 | | |8410 2402595/00010 24.000 EACH | 1070.00000 25680.00| 850.00000 20400.00| BEARING ASSEMBLY | | |8420 2404501/00200 20068.000 S F | 5.30000 106360.40| 4.87000 97731.16| CONCRETE WEARING COURSE (3U17A) | | |8430 2405502/20054 1611.000 L F | 160.00000 257760.00| 170.00000 273870.00| PRESTRESSED CONCRETE BEAMS MN54 | | |8440 2405511/20054 249.000 L F | 67.50000 16807.50| 75.00000 18675.00| DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |8450 2411618/00220 3139.000 S F | 1.60000 5022.40| 1.06000 3327.34| ANTI-GRAFFITI COATING | | |8460 2411618/00320 3139.000 S F | 2.40000 7533.60| 2.27000 7125.53| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8470 2411618/00535 2590.000 S F | 8.40000 21756.00| 7.50000 19425.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8480 2411618/00542 549.000 S F | 5.00000 2745.00| 9.00000 4941.00| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8490 2452507/04000 16860.000 L F | 53.00000 893580.00| 52.00000 876720.00| C-I-P CONCRETE PILING DELIVERED 16" | | |8500 2452508/04000 16860.000 L F | 1.00000 16860.00| 1.50000 25290.00| C-I-P CONCRETE PILING DRIVEN 16" | | |8510 2452519/04110 2.000 EACH | 6550.00000 13100.00| 7000.00000 14000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 16 | | |8520 2452519/04130 2.000 EACH | 7600.00000 15200.00| 8000.00000 16000.00| C-I-P CONCRETE TEST PILE 130 FT LONG 16 | | |8530 2452602/00301 2.000 EACH | 2050.00000 4100.00| 2000.00000 4000.00| PILE ANALYSIS | | |8540 2452603/08010 8194.000 L F | 13.00000 106522.00| 13.00000 106522.00| SUPPLEMENTAL DESCRIPTION PILE COATING | | |8550 2502502/00010 LUMP | 3230.00000 3230.00| 2650.00000 2650.00| DRAINAGE SYSTEM TYPE (B910) | | |8560 2545509/00011 LUMP | 14000.00000 14000.00| 13000.00000 13000.00| CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 2,670,551.90| $ 2,728,088.85| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0013 BRIDGE NO. 62856 | | |8570 2401501/01143 642.000 C Y | 325.00000 208650.00| 265.00000 170130.00| STRUCTURAL CONCRETE (1A43) | | |8580 2401501/03643 454.000 C Y | 420.00000 190680.00| 825.00000 374550.00| STRUCTURAL CONCRETE (3Y43) | | |8590 2401512/03640 22230.000 S F | 16.00000 355680.00| 13.50000 300105.00| BRIDGE SLAB CONCRETE (3Y36HP) | | |8600 2401513/01246 1379.000 L F | 63.00000 86877.00| 56.21000 77513.59| TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8610 2401541/00010 64090.000 LB | 1.00000 64090.00| 1.00000 64090.00| REINFORCEMENT BARS | | |8620 2401541/00011 309150.000 LB | 1.20000 370980.00| 1.17000 361705.50| REINFORCEMENT BARS (EPOXY COATED) | | |8630 2401601/00010 LUMP | 10000.00000 10000.00| 16000.00000 16000.00| STRUCTURE EXCAVATION | | |8640 2401618/00300 17784.000 S F | 0.50000 8892.00| 0.47000 8358.48| BRIDGE DECK PLANING | | |8650 2402521/00009 1229130.000 LB | 1.71000 2101812.30| 1.78000 2187851.40| STRUCTURAL STEEL (3309) | | |8660 2402546/07050 2.000 EACH | 2860.00000 5720.00| 1350.00000 2700.00| FLOOR DRAIN TYPE B705 | | |8670 2402591/00500 64.000 L F | 125.00000 8000.00| 250.00000 16000.00| EXPANSION JOINT DEVICES TYPE 5 | | |8680 2402602/00068 24.000 EACH | 5770.00000 138480.00| 6000.00000 144000.00| POT-TYPE BEARING ASSEMBLY | | |8690 2404501/00200 20607.000 S F | 5.25000 108186.75| 3.74000 77070.18| CONCRETE WEARING COURSE (3U17A) | | |8700 2411618/00220 1938.000 S F | 1.10000 2131.80| 1.06000 2054.28| ANTI-GRAFFITI COATING | | |8710 2411618/00320 1938.000 S F | 2.40000 4651.20| 2.27000 4399.26| ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |8720 2411618/00535 447.000 S F | 8.40000 3754.80| 16.00000 7152.00| ARCHITECTURAL CONCRETE TEXTURE (CUT | | | STONE) | | |8730 2411618/00542 1491.000 S F | 5.00000 7455.00| 8.50000 12673.50| ARCHITECTURAL CONCRETE TEXTURE | | | (LIMESTONE) | | |8740 2452507/02000 2200.000 L F | 35.00000 77000.00| 34.50000 75900.00| C-I-P CONCRETE PILING DELIVERED 12" | | |8750 2452507/04000 9175.000 L F | 52.00000 477100.00| 54.25000 497743.75| C-I-P CONCRETE PILING DELIVERED 16" | | |8760 2452508/02000 2200.000 L F | 1.00000 2200.00| 1.00000 2200.00| C-I-P CONCRETE PILING DRIVEN 12" | | |




==================================================================================================================================== |( 3 ) M300 |( 4 ) K250 |( ) |C S MCCROSSAN CONST INC |EDWARD KRAEMER & SONS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------8770 2452508/04000 9175.000 L F | 1.00000 9175.00| 1.50000 13762.50| C-I-P CONCRETE PILING DRIVEN 16" | | |8780 2452519/02110 1.000 EACH | 4500.00000 4500.00| 5000.00000 5000.00| C-I-P CONCRETE TEST PILE 110 FT LONG 12 | | |8790 2452519/04115 5.000 EACH | 6650.00000 33250.00| 7000.00000 35000.00| C-I-P CONCRETE TEST PILE 115 FT LONG 16 | | |8800 2452603/02010 69.000 L F | 16.00000 1104.00| 62.50000 4312.50| PREBORING (EARTH) | | |8810 2479502/00010 15893.000 S F | 3.70000 58804.10| 4.00000 63572.00| INORGANIC ZINC-RICH PAINT SYSTEM (SHOP) | | |8820 2479503/00010 15893.000 S F | 2.70000 42911.10| 2.53000 40209.29| INORGANIC ZINC-RICH PAINT SYSTEM (FIELD | | |8830 2502502/00010 LUMP | 3230.00000 3230.00| 1100.00000 1100.00| DRAINAGE SYSTEM TYPE (B910) | | |8840 2514501/00010 26.000 S Y | 255.00000 6630.00| 500.00000 13000.00| CONCRETE SLOPE PAVING | | |8850 2545509/00011 LUMP | 12500.00000 12500.00| 12000.00000 12000.00| CONDUIT SYSTEM (LIGHTING) | | |8860 2545509/00022 LUMP | 7430.00000 7430.00| 7000.00000 7000.00| CONDUIT SYSTEM (SIGNALS) | | | SECTION TOTALS | $ 4,411,875.05| $ 4,597,153.23| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 122,272,866.60| $ 127,570,063.92| $====================================================================================================================================

S T A T E O F M I N N E S O T A D E P A R T M E N T …S T A T E O F M I N N E S O T A D E P A R T M...

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