m i n n e s o t a d o t bid tabulation summary job …m i n n e s o t a d o t tabulation of bids for...

M I N N E S O T A D O T

BID TABULATION SUMMARY

JOB 920067 PAGE 1 STATE PROJECT NO. 0713-0064 BIDS RECEIVED UNTIL 9:30 A.M. ON 03/27/92 MINNESOTA PROJECT NO.S: NH-BHNH 005-1(67)

LOCATED ON TH 169 FROM 229 FT WEST OF SIBLEY ST TO 1256 FT COUNTY: BLUE EARTH WEST OF BELGRADE AVE TH 169=5 LENGTH: 1.184 MILES

GRADING, SURFACING, DRAINAGE, UTILITIES, RETAINING WALLS, CONTRACT NO. 021632 TRAFFIC SIGNS & DEVICES, ELECTRIC LIGHT SYSTEM AND BRIDGES START DATE: 06/08/92 COMPLETION DATE: 08/12/94

TYPE OF WORK:

RECOMMENDATION: AWARD TO JOHNSON BROTHERS CORP DATE OF AWARD ------------------------------------------------------------------

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 BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER.

APPROVED: ________________________________________________________ STATE AID OR CONSTRUCTION ENGR

________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS

RANK VENDOR NO. VENDOR NAME TOTAL BID AMOUNT % OVER LOW % OVER EST ---- ---------- ----------- ---------------- ---------- ----------

- * ENGINEER'S ESTIMATE $23,040,349.64 - -

1 J270 JOHNSON BROTHERS CORP $21,821,291.14 - -5.3

2 L550 LUNDA CONSTRUCTION CO $21,920,010.26 0.5 -4.9

3 B440 D H BLATTNER & SONS $22,316,469.50 2.3 -3.1

4 K250 KRAEMER & SONS INC $22,417,653.04 2.7 -2.7

5 P010 PCL CONSTRUCTION CO $32,928,785.30 50.9 42.9 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 1 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 001 | | | | | | SURVEY EQUIPMENT 1.00 | | | LINE 001 ITEM 0013.601/00010 LUMP SUM | 22000.0000 22000.00| 20000.0000 20000.00| 15000.0000 15000.00 | | | RADIO EQUIPMENT 1.00 | | | LINE 002 ITEM 0013.601/00030 LUMP SUM | 6400.0000 6400.00| 12000.0000 12000.00| 2500.0000 2500.00 | | | CELLULAR MOBILE TELEPHONE 2.00 | | | LINE 003 ITEM 0013.602/00025 EACH | 1400.0000 2800.00| 1000.0000 2000.00| 800.0000 1600.00 | | | COMPUTER EQUIPMENT 1.00 | | | LINE 004 ITEM 0015.601/00010 LUMP SUM | 6200.0000 6200.00| 5000.0000 5000.00| 2000.0000 2000.00 | | | MOBILIZATION 1.00 | | | LINE 005 ITEM 2021.501/00001 LUMP SUM | 680000.0000 680000.00| 1000000.0000 1000000.00| 1104145.0000 1104145.00 | | | FIELD OFFICE TYPE D 1.00 | | | LINE 006 ITEM 2031.501/00040 EACH | 7000.0000 7000.00| 40000.0000 40000.00| 35000.0000 35000.00 | | | FIELD LABORATORY TYPE D 1.00 | | | LINE 007 ITEM 2031.503/00040 EACH | 4800.0000 4800.00| 15000.0000 15000.00| 7500.0000 7500.00 | | | TRAINEES 11250.00 | | | LINE 008 ITEM 0041.606/00010 HOUR | 1.0000 11250.00| 0.1000 1125.00| 2.0000 22500.00 | | | CLEARING 1.70 | | | LINE 009 ITEM 2101.501/00010 ACRE | 1200.0000 2040.00| 3000.0000 5100.00| 1000.0000 1700.00 | | | CLEARING 153.00 | | | LINE 010 ITEM 2101.502/00010 TREE | 60.0000 9180.00| 70.0000 10710.00| 37.2000 5691.60 | | | GRUBBING 1.70 | | | LINE 011 ITEM 2101.506/00010 ACRE | 1200.0000 2040.00| 2000.0000 3400.00| 1000.0000 1700.00 | | | GRUBBING 153.00 | | | LINE 012 ITEM 2101.507/00010 TREE | 60.0000 9180.00| 30.0000 4590.00| 37.2000 5691.60 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 2 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | PAVEMENT MARKING 1400.00 | | | REMOVAL-PERMANENT SQ FT | | | LINE 013 ITEM 2102.501/00020 | 1.9000 2660.00| 2.2500 3150.00| 2.0000 2800.00 | | | REMOVE PIPE CULVERTS 1862.00 | | | LINE 014 ITEM 2104.501/00010 LIN FT | 4.5000 8379.00| 3.0000 5586.00| 3.0000 5586.00 | | | REMOVE WATER MAIN 852.00 | | | LINE 015 ITEM 2104.501/00013 LIN FT | 7.0000 5964.00| 6.0000 5112.00| 4.0000 3408.00 | | | REMOVE SEWER PIPE (STORM) 4189.00 | | | LINE 016 ITEM 2104.501/00016 LIN FT | 5.0000 20945.00| 5.0000 20945.00| 8.0000 33512.00 | | | REMOVE SEWER PIPE (SANITARY) 536.00 | | | LINE 017 ITEM 2104.501/00017 LIN FT | 5.0000 2680.00| 6.0000 3216.00| 6.0000 3216.00 | | | REMOVE CURB AND GUTTER 13525.00 | | | LINE 018 ITEM 2104.501/00022 LIN FT | 1.8500 25021.25| 1.5000 20287.50| 0.9000 12172.50 | | | REMOVE CONCRETE RETAINING 230.00 | | | WALL LIN FT | | | LINE 019 ITEM 2104.501/00030 | 26.0000 5980.00| 40.0000 9200.00| 17.5500 4036.50 | | | REMOVE CHAIN LINK FENCE 2597.00 | | | LINE 020 ITEM 2104.501/00037 LIN FT | 1.2500 3246.25| 1.3500 3505.95| 1.0000 2597.00 | | | REMOVE WOOD FENCE 170.00 | | | LINE 021 ITEM 2104.501/00038 LIN FT | 1.0000 170.00| 2.0000 340.00| 2.5500 433.50 | | | REMOVE CABLE GUARD RAIL 2630.00 | | | LINE 022 ITEM 2104.501/00041 LIN FT | 0.6000 1578.00| 0.5500 1446.50| 0.8500 2235.50 | | | REMOVE GUARD RAIL-PLATE BEAM 3980.00 | | | LINE 023 ITEM 2104.501/00042 LIN FT | 1.6000 6368.00| 1.0000 3980.00| 1.1000 4378.00 | | | REMOVE CONCRETE MEDIAN 274.00 | | | BARRIER LIN FT | | | LINE 024 ITEM 2104.501/00049 | 14.0000 3836.00| 10.0000 2740.00| 11.1600 3057.84 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 3 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | REMOVE CONCRETE MEDIAN 1090.00 | | | LINE 025 ITEM 2104.505/00013 SQ YD | 6.0000 6540.00| 6.0000 6540.00| 3.0000 3270.00 | | | REMOVE CONCRETE RAMP NOSES 104.00 | | | LINE 026 ITEM 2104.505/00017 SQ YD | 7.0000 728.00| 6.0000 624.00| 9.0000 936.00 | | | REMOVE CONCRETE SLOPE PAVING 2935.00 | | | LINE 027 ITEM 2104.505/00018 SQ YD | 5.0000 14675.00| 3.0000 8805.00| 1.1500 3375.25 | | | REMOVE CONCRETE WALK 1833.00 | | | LINE 028 ITEM 2104.505/00021 SQ YD | 2.8000 5132.40| 2.0000 3666.00| 0.6500 1191.45 | | | REMOVE CONCRETE PAVEMENT 39.00 | | | LINE 029 ITEM 2104.505/00110 SQ YD | 6.0000 234.00| 15.0000 585.00| 9.0000 351.00 | | | REMOVE CONC APPROACH PANEL 1116.00 | | | LINE 030 ITEM 2104.505/00111 SQ YD | 10.0000 11160.00| 6.0000 6696.00| 4.8500 5412.60 | | | REMOVE CONCRETE DRIVEWAY 140.00 | | | PAVEMENT SQ YD | | | LINE 031 ITEM 2104.505/00115 | 6.0000 840.00| 6.0000 840.00| 4.8500 679.00 | | | REMOVE BITUMINOUS PAVEMENT 70404.00 | | | LINE 032 ITEM 2104.505/00120 SQ YD | 1.5000 105606.00| 1.7500 123207.00| 1.8600 130951.44 | | | REMOVE CONCRETE APRON 10.00 | | | LINE 033 ITEM 2104.509/00011 EACH | 115.0000 1150.00| 100.0000 1000.00| 50.0000 500.00 | | | REMOVE METAL APRON 23.00 | | | LINE 034 ITEM 2104.509/00012 EACH | 38.0000 874.00| 50.0000 1150.00| 50.0000 1150.00 | | | REMOVE SURGE BASIN 3.00 | | | LINE 035 ITEM 2104.509/00015 EACH | 80.0000 240.00| 200.0000 600.00| 200.0000 600.00 | | | REMOVE MISCELLANEOUS 1.00 | | | STRUCTURES EACH | | | LINE 036 ITEM 2104.509/00026 | 150.0000 150.00| 300.0000 300.00| 1000.0000 1000.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 4 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | REMOVE CONCRETE HEADWALL 1.00 | | | LINE 037 ITEM 2104.509/00027 EACH | 150.0000 150.00| 200.0000 200.00| 550.0000 550.00 | | | REMOVE IMPACT ATTENUATOR 1.00 | | | LINE 038 ITEM 2104.509/00056 EACH | 600.0000 600.00| 800.0000 800.00| 800.0000 800.00 | | | REMOVE CONCRETE STRUCTURE 2.00 | | | LINE 039 ITEM 2104.509/00060 EACH | 800.0000 1600.00| 1000.0000 2000.00| 2405.0000 4810.00 | | | REMOVE MANHOLE OR CATCH BASIN 82.00 | | | LINE 040 ITEM 2104.509/00100 EACH | 160.0000 13120.00| 100.0000 8200.00| 200.0000 16400.00 | | | REMOVE SIGN TYPE A 1.00 | | | LINE 041 ITEM 2104.509/00201 EACH | 200.0000 200.00| 300.0000 300.00| 300.0000 300.00 | | | REMOVE SIGN TYPE OH 8.00 | | | LINE 042 ITEM 2104.509/00209 EACH | 1250.0000 10000.00| 2000.0000 16000.00| 2000.0000 16000.00 | | | REMOVE HANDHOLE 14.00 | | | LINE 043 ITEM 2104.509/00399 EACH | 150.0000 2100.00| 50.0000 700.00| 50.0000 700.00 | | | REMOVE LIGHT BASE 46.00 | | | LINE 044 ITEM 2104.509/00402 EACH | 125.0000 5750.00| 150.0000 6900.00| 150.0000 6900.00 | | | SAWING CONCRETE PAVEMENT 169.00 | | | LINE 045 ITEM 2104.511/00010 LIN FT | 5.0000 845.00| 8.0000 1352.00| 3.0000 507.00 | | | SAWING BITUMINOUS PAVEMENT 3673.00 | | | LINE 046 ITEM 2104.513/00010 LIN FT | 2.0000 7346.00| 2.0000 7346.00| 4.2500 15610.25 | | | SALVAGE PIPE SEWER 266.00 | | | LINE 047 ITEM 2104.521/00110 LIN FT | 12.0000 3192.00| 15.0000 3990.00| 10.0000 2660.00 | | | SALVAGE CONCRETE MEDIAN 1091.00 | | | BARRIER LIN FT | | | LINE 048 ITEM 2104.521/00223 | 4.0000 4364.00| 10.0000 10910.00| 11.1600 12175.56 | | | SALVAGE CASTING 16.00 | | | LINE 049 ITEM 2104.523/00004 EACH | 70.0000 1120.00| 150.0000 2400.00| 100.0000 1600.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 5 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SALVAGE HYDRANT 3.00 | | | LINE 050 ITEM 2104.523/00020 EACH | 200.0000 600.00| 500.0000 1500.00| 250.0000 750.00 | | | SALVAGE CONCRETE APRON 1.00 | | | LINE 051 ITEM 2104.523/00100 EACH | 80.0000 80.00| 150.0000 150.00| 200.0000 200.00 | | | SALVAGE LIGHT STANDARD & 55.00 | | | LUMINAIRE EACH | | | LINE 052 ITEM 2104.523/00419 | 190.0000 10450.00| 150.0000 8250.00| 165.0000 9075.00 | | | SALVAGE SIGNAL SYSTEM 1.00 | | | LINE 053 ITEM 2104.523/00429 EACH | 5000.0000 5000.00| 5000.0000 5000.00| 3160.0000 3160.00 | | | SALVAGE SERVICE PANEL 4.00 | | | LINE 054 ITEM 2104.523/00500 EACH | 225.0000 900.00| 150.0000 600.00| 107.0000 428.00 | | | SALVAGE SIGN TYPE A 1.00 | | | LINE 055 ITEM 2104.523/00540 EACH | 250.0000 250.00| 200.0000 200.00| 200.0000 200.00 | | | SALVAGE SIGN TYPE EA 1.00 | | | LINE 056 ITEM 2104.523/00547 EACH | 50.0000 50.00| 80.0000 80.00| 80.0000 80.00 | | | SALVAGE SIGN TYPE EO 1.00 | | | LINE 057 ITEM 2104.523/00548 EACH | 50.0000 50.00| 80.0000 80.00| 80.0000 80.00 | | | SALVAGE SIGN TYPE OH 1.00 | | | LINE 058 ITEM 2104.523/00550 EACH | 1500.0000 1500.00| 300.0000 300.00| 300.0000 300.00 | | | SALVAGE SIGN PANEL TYPE A 2.00 | | | LINE 059 ITEM 2104.523/00593 EACH | 120.0000 240.00| 200.0000 400.00| 200.0000 400.00 | | | SALVAGE SIGN PANEL TYPE OH 1.00 | | | LINE 060 ITEM 2104.523/00601 EACH | 150.0000 150.00| 300.0000 300.00| 300.0000 300.00 | | | HAUL SALVAGED MATERIAL 1.00 | | | LINE 061 ITEM 0104.607/00011 LUMP SUM | 2500.0000 2500.00| 1000.0000 1000.00| 800.0000 800.00 | | | COMMON EXCAVATION 193412.00 | | | LINE 062 ITEM 2105.501/00010 CU YD | 1.4000 270776.80| 2.0000 386824.00| 2.1400 413901.68 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 6 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SUBGRADE EXCAVATION 76447.00 | | | LINE 063 ITEM 2105.507/00010 CU YD | 1.6300 124608.61| 2.5000 191117.50| 2.1400 163596.58 | | | GRANULAR BORROW MOD 15% (CV) 18734.00 | | | LINE 064 ITEM 2105.521/00034 CU YD | 4.0300 75498.02| 5.0000 93670.00| 4.9700 93107.98 | | | SELECT GRANULAR BORROW MOD 7% 16520.00 | | | (CV) CU YD | | | LINE 065 ITEM 2105.522/00032 | 4.3000 71036.00| 6.5000 107380.00| 4.9700 82104.40 | | | SELECT GRANULAR BORROW MOD 12712.00 | | | 10% (CV) CU YD | | | LINE 066 ITEM 2105.522/00033 | 4.3000 54661.60| 6.5000 82628.00| 4.9700 63178.64 | | | COMMON BORROW (EV) 369912.00 | | | LINE 067 ITEM 2105.523/00020 CU YD | 2.7300 1009859.76| 3.5000 1294692.00| 3.5500 1313187.60 | | | WATER 400.00 | | | LINE 068 ITEM 2130.501/00010 M GAL | 12.0000 4800.00| 15.0000 6000.00| 10.0000 4000.00 | | | CALCIUM CHLORIDE SOLUTION 40000.00 | | | LINE 069 ITEM 2131.502/00010 GALLON | 0.9200 36800.00| 0.2000 8000.00| 0.4500 18000.00 | | | AGGREGATE BASE CLASS 5 17018.00 | | | LINE 070 ITEM 2211.501/00050 TON | 5.2000 88493.60| 7.0000 119126.00| 4.4000 74879.20 | | | AGGREGATE SHOULDERING CLASS 3 14641.00 | | | LINE 071 ITEM 2221.501/00030 TON | 4.9000 71740.90| 7.0000 102487.00| 4.4000 64420.40 | | | AGGREGATE SHOULDERING CLASS 5 423.00 | | | LINE 072 ITEM 2221.501/00050 TON | 6.3000 2664.90| 7.0000 2961.00| 4.4000 1861.20 | | | MILL BITUMINOUS SURFACE 6500.00 | | | (2.25") SQ YD | | | LINE 073 ITEM 2232.501/00122 | 0.9000 5850.00| 1.5000 9750.00| 1.9600 12740.00 | | | CONCRETE PAVEMENT STANDARD 10197.00 | | | WIDTH 8" SQ YD | | | LINE 074 ITEM 2301.502/00800 | 5.4000 55063.80| 9.0000 91773.00| 11.4600 116857.62 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 7 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | CONCRETE PAVEMENT IRREGULAR 4727.00 | | | WIDTH 8" SQ YD | | | LINE 075 ITEM 2301.503/00800 | 8.2000 38761.40| 14.0000 66178.00| 14.9000 70432.30 | | | STRUCTURAL CONCRETE 3317.00 | | | LINE 076 ITEM 2301.511/00010 CU YD | 51.5000 170825.50| 65.0000 215605.00| 51.7000 171488.90 | | | REINFORCEMENT BARS (EPOXY 2122.00 | | | COATED) POUND | | | LINE 077 ITEM 2301.529/00011 | 0.6200 1315.64| 1.0000 2122.00| 2.6500 5623.30 | | | EXPANSION JOINTS DESIGN E1-1 505.00 | | | (MOD) LIN FT | | | LINE 078 ITEM 2301.531/00497 | 2.2500 1136.25| 5.0000 2525.00| 2.7500 1388.75 | | | DOWEL BAR 8878.00 | | | LINE 079 ITEM 2301.538/00010 EACH | 2.6600 23615.48| 5.0000 44390.00| 2.9200 25923.76 | | | BRIDGE APPROACH PANELS 2390.00 | | | LINE 080 ITEM 2301.553/00010 SQ YD | 66.0000 157740.00| 65.0000 155350.00| 55.0000 131450.00 | | | CONCRETE PAVEMENT LUGS 1385.00 | | | LINE 081 ITEM 0301.604/00010 LIN FT | 22.7000 31439.50| 25.0000 34625.00| 23.5000 32547.50 | | | PERMANENT HEADER 86.00 | | | LINE 082 ITEM 0301.604/00011 LIN FT | 27.0000 2322.00| 30.0000 2580.00| 25.0000 2150.00 | | | BIT MIX FOR PERM ASPHALT STAB 16073.00 | | | BASE TON | | | LINE 083 ITEM 2331.518/90045 | 20.6700 332228.91| 20.0000 321460.00| 25.2500 405843.25 | | | BITUMINOUS MATERIAL FOR 402.00 | | | MIXTURE TON | | | LINE 084 ITEM 0331.602/00010 | 128.0000 51456.00| 100.0000 40200.00| 1.0000 402.00 | | | CONTRACTOR TESTING 40193.00 | | | LINE 085 ITEM 2340.501/00010 TON | 0.4500 18086.85| 0.7500 30144.75| 0.8700 34967.91 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 8 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | TYPE 31 WEARING COURSE 188.00 | | | MIXTURE TON | | | LINE 086 ITEM 2340.508/00030 | 39.0000 7332.00| 19.0000 3572.00| 60.0000 11280.00 | | | TYPE 41 WEARING COURSE 4004.00 | | | MIXTURE TON | | | LINE 087 ITEM 2340.508/00040 | 23.7000 94894.80| 19.0000 76076.00| 22.2500 89089.00 | | | TYPE 61 WEARING COURSE 2220.00 | | | MIXTURE TON | | | LINE 088 ITEM 2340.508/00060 | 31.0000 68820.00| 19.0000 42180.00| 29.3500 65157.00 | | | TYPE 31 BINDER COURSE MIXTURE 2299.00 | | | LINE 089 ITEM 2340.510/00030 TON | 24.2000 55635.80| 19.0000 43681.00| 22.2500 51152.75 | | | TYPE 61 BINDER COURSE MIXTURE 6661.00 | | | LINE 090 ITEM 2340.510/00060 TON | 30.0000 199830.00| 19.0000 126559.00| 29.3500 195500.35 | | | TYPE 31 BASE COURSE MIXTURE 7452.00 | | | LINE 091 ITEM 2340.514/00030 TON | 24.0000 178848.00| 19.0000 141588.00| 20.9500 156119.40 | | | TYPE 41 BASE COURSE MIXTURE 17369.00 | | | LINE 092 ITEM 2340.514/00040 TON | 21.6000 375170.40| 19.0000 330011.00| 20.9500 363880.55 | | | BITUMINOUS MATERIAL FOR TACK 9946.00 | | | COAT GALLON | | | LINE 093 ITEM 2357.502/90010 | 1.0000 9946.00| 1.0000 9946.00| 1.0000 9946.00 | | | ARCHITECTURAL SURFACE 32890.00 | | | TREATMENT SQ FT | | | LINE 094 ITEM 0401.603/00015 | 2.2000 72358.00| 1.7500 57557.50| 1.0000 32890.00 | | | PIPE RAILING 330.00 | | | LINE 095 ITEM 2402.585/00010 LIN FT | 45.0000 14850.00| 15.0000 4950.00| 25.0000 8250.00 | | | STRUCTURE CONCRETE (1A43) 1994.00 | | | LINE 096 ITEM 2411.501/01143 CU YD | 170.0000 338980.00| 150.0000 299100.00| 220.0000 438680.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 9 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STRUCTURE CONCRETE (3Y43) 2424.00 | | | LINE 097 ITEM 2411.501/03243 CU YD | 205.0000 496920.00| 150.0000 363600.00| 220.0000 533280.00 | | | STRUCTURE CONCRETE (3X46A) 410.00 | | | LINE 098 ITEM 2411.501/03347 CU YD | 375.0000 153750.00| 300.0000 123000.00| 220.0000 90200.00 | | | CONCRETE STAIRWAY 1.00 | | | LINE 099 ITEM 2411.507/00045 EACH | 19400.0000 19400.00| 25000.0000 25000.00| 12000.0000 12000.00 | | | STRUCTURE EXCAVATION CLASS E 29426.00 | | | LINE 100 ITEM 2411.511/00011 CU YD | 5.0000 147130.00| 4.0000 117704.00| 2.1400 62971.64 | | | STRUCTURE EXCAVATION CLASS R 142.00 | | | LINE 101 ITEM 2411.511/00012 CU YD | 55.0000 7810.00| 55.0000 7810.00| 85.0000 12070.00 | | | REINFORCEMENT BARS 122850.00 | | | LINE 102 ITEM 2411.541/00010 POUND | 0.4900 60196.50| 0.5000 61425.00| 0.3800 46683.00 | | | REINFORCEMENT BARS (EPOXY 354890.00 | | | COATED) POUND | | | LINE 103 ITEM 2411.541/00011 | 0.5700 202287.30| 0.5500 195189.50| 0.4600 163249.40 | | | ANCHORAGES TYPE 4 64.00 | | | LINE 104 ITEM 2433.516/00004 EACH | 14.0000 896.00| 12.0000 768.00| 15.0000 960.00 | | | ANCHORAGES TYPE 5 72.00 | | | LINE 105 ITEM 2433.516/00005 EACH | 18.0000 1296.00| 18.0000 1296.00| 15.0000 1080.00 | | | REMOVE OLD BRIDGE A 1.00 | | | LINE 106 ITEM 2442.501/00011 LUMP SUM | 67000.0000 67000.00| 40000.0000 40000.00| 12513.6000 12513.60 | | | REMOVE OLD BRIDGE B 1.00 | | | LINE 107 ITEM 2442.501/00012 LUMP SUM | 66000.0000 66000.00| 40000.0000 40000.00| 16005.0000 16005.00 | | | REMOVE OLD BRIDGE D 1.00 | | | LINE 108 ITEM 2442.501/00014 LUMP SUM | 25000.0000 25000.00| 30000.0000 30000.00| 10476.0000 10476.00 | | | REMOVE OLD BRIDGE E 1.00 | | | LINE 109 ITEM 2442.501/00015 LUMP SUM | 26000.0000 26000.00| 30000.0000 30000.00| 9700.0000 9700.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 10 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | GRANULAR BACKFILL (CV) 20558.00 | | | LINE 110 ITEM 2451.503/00030 CU YD | 7.7500 159324.50| 5.0000 102790.00| 5.8500 120264.30 | | | GRANULAR BEDDING (CV) 110.00 | | | LINE 111 ITEM 2451.507/00030 CU YD | 9.5000 1045.00| 6.5000 715.00| 12.0000 1320.00 | | | STEEL SHEET PILING 4800.00 | | | (TEMPORARY) SQ FT | | | LINE 112 ITEM 0452.603/00011 | 9.5000 45600.00| 1.0000 4800.00| 0.0100 48.00 | | | 12" RC PIPE APRON 3.00 | | | LINE 113 ITEM 2501.515/90120 EACH | 210.0000 630.00| 280.0000 840.00| 290.0000 870.00 | | | 15" RC PIPE APRON 1.00 | | | LINE 114 ITEM 2501.515/90150 EACH | 220.0000 220.00| 315.0000 315.00| 325.0000 325.00 | | | 21" RC PIPE APRON 1.00 | | | LINE 115 ITEM 2501.515/90210 EACH | 250.0000 250.00| 935.0000 935.00| 990.0000 990.00 | | | INSTALL CONCRETE APRON 1.00 | | | LINE 116 ITEM 2501.573/00012 EACH | 190.0000 190.00| 300.0000 300.00| 175.0000 175.00 | | | 4" TP PIPE DRAIN 2783.00 | | | LINE 117 ITEM 2502.521/01104 LIN FT | 2.4000 6679.20| 5.0000 13915.00| 8.0400 22375.32 | | | 4" PE CORR PERF PIPE DRAIN 26816.00 | | | LINE 118 ITEM 2502.541/05041 LIN FT | 1.7000 45587.20| 4.0000 107264.00| 7.0500 189052.80 | | | PRECAST CONCRETE HEADWALL 22.00 | | | LINE 119 ITEM 0502.601/01000 EACH | 66.0000 1452.00| 100.0000 2200.00| 55.0000 1210.00 | | | 4" PVC PIPE SEWER 264.00 | | | LINE 120 ITEM 2503.511/13040 LIN FT | 12.0000 3168.00| 25.0000 6600.00| 14.5000 3828.00 | | | 8" PVC PIPE SEWER 639.00 | | | LINE 121 ITEM 2503.511/13080 LIN FT | 17.0000 10863.00| 30.0000 19170.00| 27.5000 17572.50 | | | 10" PVC PIPE SEWER 4.00 | | | LINE 122 ITEM 2503.511/13100 LIN FT | 30.0000 120.00| 85.0000 340.00| 38.2500 153.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 11 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 8" DUCTILE IRON PIPE SEWER 16.00 | | | LINE 123 ITEM 2503.511/14080 LIN FT | 22.0000 352.00| 85.0000 1360.00| 35.7500 572.00 | | | 44" SPAN RC PIPE-ARCH SEWER 45.00 | | | CL IIA LIN FT | | | LINE 124 ITEM 2503.521/90442 | 80.0000 3600.00| 117.0000 5265.00| 98.0000 4410.00 | | | 12" RC PIPE SEWER DESIGN 3006 3609.00 | | | LINE 125 ITEM 2503.541/90122 LIN FT | 20.0000 72180.00| 27.0000 97443.00| 22.2500 80300.25 | | | 12" RC PIPE SEWER DESIGN 3006 151.00 | | | CL III LIN FT | | | LINE 126 ITEM 2503.541/90123 | 23.0000 3473.00| 28.0000 4228.00| 22.2500 3359.75 | | | 12" RC PIPE SEWER DESIGN 3006 86.00 | | | CL IV LIN FT | | | LINE 127 ITEM 2503.541/90124 | 26.0000 2236.00| 28.0000 2408.00| 22.2500 1913.50 | | | 12" RC PIPE SEWER DESIGN 3006 116.00 | | | CL V LIN FT | | | LINE 128 ITEM 2503.541/90125 | 28.0000 3248.00| 29.0000 3364.00| 22.2500 2581.00 | | | 15" RC PIPE SEWER DESIGN 3006 874.00 | | | LINE 129 ITEM 2503.541/90152 LIN FT | 22.0000 19228.00| 28.0000 24472.00| 24.7500 21631.50 | | | 15" RC PIPE SEWER DESIGN 3006 328.00 | | | CL III LIN FT | | | LINE 130 ITEM 2503.541/90153 | 25.0000 8200.00| 29.0000 9512.00| 24.7500 8118.00 | | | 15" RC PIPE SEWER DESIGN 3006 87.00 | | | CL IV LIN FT | | | LINE 131 ITEM 2503.541/90154 | 27.0000 2349.00| 29.0000 2523.00| 24.7500 2153.25 | | | 18" RC PIPE SEWER DESIGN 3006 435.00 | | | LINE 132 ITEM 2503.541/90182 LIN FT | 23.0000 10005.00| 29.0000 12615.00| 27.8000 12093.00 | | | 18" RC PIPE SEWER DESIGN 3006 226.00 | | | CL III LIN FT | | | LINE 133 ITEM 2503.541/90183 | 26.0000 5876.00| 34.0000 7684.00| 27.8000 6282.80 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 12 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 18" RC PIPE SEWER DESIGN 3006 164.00 | | | CL IV LIN FT | | | LINE 134 ITEM 2503.541/90184 | 28.0000 4592.00| 34.0000 5576.00| 27.8000 4559.20 | | | 21" RC PIPE SEWER DESIGN 3006 146.00 | | | LINE 135 ITEM 2503.541/90212 LIN FT | 26.0000 3796.00| 34.0000 4964.00| 33.5500 4898.30 | | | 21" RC PIPE SEWER DESIGN 3006 200.00 | | | CL IV LIN FT | | | LINE 136 ITEM 2503.541/90214 | 28.0000 5600.00| 36.0000 7200.00| 33.5500 6710.00 | | | 24" RC PIPE SEWER DESIGN 3006 24.00 | | | LINE 137 ITEM 2503.541/90242 LIN FT | 30.0000 720.00| 46.0000 1104.00| 38.5000 924.00 | | | 24" RC PIPE SEWER DESIGN 3006 92.00 | | | CL III LIN FT | | | LINE 138 ITEM 2503.541/90243 | 32.0000 2944.00| 48.0000 4416.00| 38.5000 3542.00 | | | 27" RC PIPE SEWER DESIGN 3006 181.00 | | | LINE 139 ITEM 2503.541/90272 LIN FT | 30.0000 5430.00| 42.0000 7602.00| 45.7500 8280.75 | | | 30" RC PIPE SEWER DESIGN 3006 300.00 | | | LINE 140 ITEM 2503.541/90302 LIN FT | 38.0000 11400.00| 47.0000 14100.00| 49.7500 14925.00 | | | 30" RC PIPE SEWER DESIGN 3006 117.00 | | | CL III LIN FT | | | LINE 141 ITEM 2503.541/90303 | 42.0000 4914.00| 58.0000 6786.00| 49.7500 5820.75 | | | 30" RC PIPE SEWER DESIGN 3006 656.00 | | | CL IV LIN FT | | | LINE 142 ITEM 2503.541/90304 | 46.0000 30176.00| 80.0000 52480.00| 93.0000 61008.00 | | | 36" RC PIPE SEWER DESIGN 3006 122.00 | | | LINE 143 ITEM 2503.541/90362 LIN FT | 48.0000 5856.00| 60.0000 7320.00| 75.3500 9192.70 | | | 42" RC PIPE SEWER DESIGN 3006 258.00 | | | LINE 144 ITEM 2503.541/90422 LIN FT | 60.0000 15480.00| 84.0000 21672.00| 99.7500 25735.50 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 13 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 42" RC PIPE SEWER DESIGN 3006 549.00 | | | CL IV LIN FT | | | LINE 145 ITEM 2503.541/90424 | 82.0000 45018.00| 142.0000 77958.00| 117.5000 64507.50 | | | 42" RC PIPE SEWER DESIGN 3006 371.00 | | | CL V LIN FT | | | LINE 146 ITEM 2503.541/90425 | 110.0000 40810.00| 132.0000 48972.00| 126.0000 46746.00 | | | 48" RC PIPE SEWER DESIGN 3006 65.00 | | | CL III LIN FT | | | LINE 147 ITEM 2503.541/90483 | 80.0000 5200.00| 107.0000 6955.00| 108.2500 7036.25 | | | 48" RC PIPE SEWER DESIGN 3006 466.00 | | | CL IV LIN FT | | | LINE 148 ITEM 2503.541/90484 | 96.0000 44736.00| 116.0000 54056.00| 119.0000 55454.00 | | | 54" RC PIPE SEWER DESIGN 3006 264.00 | | | CL V LIN FT | | | LINE 149 ITEM 2503.541/90545 | 130.0000 34320.00| 160.0000 42240.00| 195.6500 51651.60 | | | INSTALL PIPE SEWER 249.00 | | | LINE 150 ITEM 2503.571/00014 LIN FT | 38.0000 9462.00| 30.0000 7470.00| 40.0000 9960.00 | | | CONSTRUCT BULKHEAD 19.00 | | | LINE 151 ITEM 0503.602/00002 EACH | 240.0000 4560.00| 250.0000 4750.00| 550.0000 10450.00 | | | ADJUST HYDRANT 1.00 | | | LINE 152 ITEM 0504.602/00018 EACH | 390.0000 390.00| 500.0000 500.00| 300.0000 300.00 | | | HYDRANT 3.00 | | | LINE 153 ITEM 0504.602/00020 EACH | 1290.0000 3870.00| 1800.0000 5400.00| 1280.0000 3840.00 | | | ADJUST VALVE BOX 1.00 | | | LINE 154 ITEM 0504.602/00024 EACH | 140.0000 140.00| 175.0000 175.00| 175.0000 175.00 | | | 1" CORPORATION STOP 9.00 | | | LINE 155 ITEM 0504.602/00410 EACH | 65.0000 585.00| 15.0000 135.00| 40.0000 360.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 14 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 12" BUTTERFLY GATE VALVE 3.00 | | | LINE 156 ITEM 0504.602/00764 EACH | 1000.0000 3000.00| 1400.0000 4200.00| 1595.0000 4785.00 | | | 6" GATE VALVE AND BOX 2.00 | | | LINE 157 ITEM 0504.602/00803 EACH | 475.0000 950.00| 575.0000 1150.00| 450.0000 900.00 | | | 8" WATER GATE VALVE 1.00 | | | LINE 158 ITEM 0504.602/00854 EACH | 600.0000 600.00| 735.0000 735.00| 565.0000 565.00 | | | 6"X6" WET TAP 1.00 | | | LINE 159 ITEM 0504.602/01133 EACH | 2000.0000 2000.00| 1500.0000 1500.00| 1650.0000 1650.00 | | | 1" CURB STOP & BOX 9.00 | | | LINE 160 ITEM 0504.602/03100 EACH | 120.0000 1080.00| 75.0000 675.00| 95.0000 855.00 | | | 1" TYPE K COPPER PIPE 275.00 | | | LINE 161 ITEM 0504.603/00710 LIN FT | 11.0000 3025.00| 20.0000 5500.00| 13.8000 3795.00 | | | 6" WATER MAIN-DUCT IRON CL 50 59.00 | | | LINE 162 ITEM 0504.603/01063 LIN FT | 18.0000 1062.00| 30.0000 1770.00| 24.0000 1416.00 | | | 8" WATER MAIN DUCT IRON CL 50 198.00 | | | LINE 163 ITEM 0504.603/01082 LIN FT | 25.0000 4950.00| 32.0000 6336.00| 28.0000 5544.00 | | | 12" WATER MAIN-DUCT IRON CL 972.00 | | | 50 LIN FT | | | LINE 164 ITEM 0504.603/01122 | 26.0000 25272.00| 35.0000 34020.00| 29.0000 28188.00 | | | 2" POLYSTYRENE INSULATION 53.00 | | | LINE 165 ITEM 0504.605/00020 SQ YD | 8.0000 424.00| 25.0000 1325.00| 10.0000 530.00 | | | DUCTILE IRON FITTINGS 3500.00 | | | LINE 166 ITEM 0504.620/00020 POUND | 1.5000 5250.00| 1.7500 6125.00| 3.6500 12775.00 | | | CONST DRAINAGE STRUCTURE 359.00 | | | DESIGN A OR F LIN FT | | | LINE 167 ITEM 2506.501/00012 | 175.0000 62825.00| 175.0000 62825.00| 130.0000 46670.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 15 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | CONST DRAINAGE STRUCTURE 289.00 | | | DESIGN C OR G LIN FT | | | LINE 168 ITEM 2506.501/00032 | 175.0000 50575.00| 200.0000 57800.00| 130.0000 37570.00 | | | CONST DRAINAGE STRUCTURE 11.00 | | | DESIGN F LIN FT | | | LINE 169 ITEM 2506.501/00060 | 175.0000 1925.00| 200.0000 2200.00| 130.0000 1430.00 | | | CONST DRAINAGE STRUCTURE 225.00 | | | DESIGN H LIN FT | | | LINE 170 ITEM 2506.501/00080 | 140.0000 31500.00| 165.0000 37125.00| 102.0000 22950.00 | | | CONST DRAINAGE STRUCTURE 90.00 | | | DESIGN J LIN FT | | | LINE 171 ITEM 2506.501/00100 | 175.0000 15750.00| 175.0000 15750.00| 105.0000 9450.00 | | | CONST DRAINAGE STRUCTURE 70.00 | | | DESIGN 4007 LIN FT | | | LINE 172 ITEM 2506.501/02007 | 96.0000 6720.00| 200.0000 14000.00| 135.0000 9450.00 | | | CONST DRAINAGE STRUCTURE DES 18.00 | | | 60-4019 LIN FT | | | LINE 173 ITEM 2506.501/03019 | 250.0000 4500.00| 275.0000 4950.00| 275.0000 4950.00 | | | CONST DRAINAGE STRUCTURE DES 8.00 | | | 60-4020 LIN FT | | | LINE 174 ITEM 2506.501/03020 | 250.0000 2000.00| 275.0000 2200.00| 275.0000 2200.00 | | | CONST DRAINAGE STRUCTURE DES 6.00 | | | 66-4020 LIN FT | | | LINE 175 ITEM 2506.501/03320 | 275.0000 1650.00| 375.0000 2250.00| 345.0000 2070.00 | | | CONST DRAINAGE STRUCTURE DES 7.00 | | | 72-4019 LIN FT | | | LINE 176 ITEM 2506.501/03619 | 300.0000 2100.00| 400.0000 2800.00| 530.0000 3710.00 | | | CONST DRAINAGE STRUCTURE DES 7.00 | | | 78-4020 LIN FT | | | LINE 177 ITEM 2506.501/03920 | 400.0000 2800.00| 500.0000 3500.00| 440.0000 3080.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 16 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | CONST DRAINAGE STRUCTURE DES 7.00 | | | 84-4019 LIN FT | | | LINE 178 ITEM 2506.501/04219 | 460.0000 3220.00| 575.0000 4025.00| 575.0000 4025.00 | | | CONST DRAINAGE STRUCTURE DES 8.00 | | | 90-4019 LIN FT | | | LINE 179 ITEM 2506.501/04519 | 500.0000 4000.00| 600.0000 4800.00| 695.0000 5560.00 | | | CONST DRAINAGE STRUCTURE DES 8.00 | | | 96-4019 LIN FT | | | LINE 180 ITEM 2506.501/04819 | 550.0000 4400.00| 700.0000 5600.00| 755.0000 6040.00 | | | CONST DRAINAGE STRUCTURE DES 8.00 | | | 102-4019 LIN FT | | | LINE 181 ITEM 2506.501/05119 | 750.0000 6000.00| 800.0000 6400.00| 865.0000 6920.00 | | | RECONSTRUCT DRAINAGE 32.00 | | | STRUCTURE LIN FT | | | LINE 182 ITEM 2506.503/00010 | 180.0000 5760.00| 200.0000 6400.00| 140.0000 4480.00 | | | CASTING ASSEMBLY 184.00 | | | LINE 183 ITEM 2506.516/00010 EACH | 290.0000 53360.00| 250.0000 46000.00| 275.0000 50600.00 | | | INSTALL CASTING 16.00 | | | LINE 184 ITEM 2506.521/00010 EACH | 95.0000 1520.00| 150.0000 2400.00| 100.0000 1600.00 | | | ADJUST FRAME & RING CASTING 14.00 | | | LINE 185 ITEM 2506.522/00011 EACH | 140.0000 1960.00| 200.0000 2800.00| 175.0000 2450.00 | | | CONNECT INTO EXISTING STORM 5.00 | | | SEWER EACH | | | LINE 186 ITEM 0506.602/00020 | 300.0000 1500.00| 1000.0000 5000.00| 500.0000 2500.00 | | | CONNECT INTO EXISTING MANHOLE 5.00 | | | LINE 187 ITEM 0506.602/00025 EACH | 260.0000 1300.00| 1000.0000 5000.00| 300.0000 1500.00 | | | RANDOM RIPRAP CLASS III 6.00 | | | LINE 188 ITEM 2511.501/00013 CU YD | 40.0000 240.00| 35.0000 210.00| 40.0000 240.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 17 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 3" CONCRETE WALK 6672.00 | | | LINE 189 ITEM 2521.501/00030 SQ FT | 1.6200 10808.64| 1.5000 10008.00| 1.5000 10008.00 | | | 4" CONCRETE WALK 39643.00 | | | LINE 190 ITEM 2521.501/00040 SQ FT | 1.8700 74132.41| 2.0000 79286.00| 1.5500 61446.65 | | | 6" CONCRETE WALK 18392.00 | | | LINE 191 ITEM 2521.501/00060 SQ FT | 2.4400 44876.48| 2.2500 41382.00| 1.9500 35864.40 | | | 4" BITUMINOUS WALK 6062.00 | | | LINE 192 ITEM 2521.511/00040 SQ FT | 1.1000 6668.20| 0.7500 4546.50| 1.2500 7577.50 | | | CONCRETE CURB & GUTTER DESIGN 735.00 | | | B612 LIN FT | | | LINE 193 ITEM 2531.501/02310 | 5.7000 4189.50| 7.0000 5145.00| 9.5000 6982.50 | | | CONCRETE CURB & GUTTER DESIGN 1575.00 | | | B618 LIN FT | | | LINE 194 ITEM 2531.501/02315 | 6.0000 9450.00| 6.0000 9450.00| 8.7500 13781.25 | | | CONCRETE CURB & GUTTER DESIGN 6244.00 | | | B624 LIN FT | | | LINE 195 ITEM 2531.501/02320 | 6.7000 41834.80| 7.0000 43708.00| 6.7500 42147.00 | | | CONCRETE CURB & GUTTER DESIGN 23806.00 | | | D424 LIN FT | | | LINE 196 ITEM 2531.501/04120 | 6.9000 164261.40| 7.0000 166642.00| 6.1500 146406.90 | | | 6" CONCRETE DRIVEWAY PAVEMENT 246.00 | | | LINE 197 ITEM 2531.507/00006 SQ YD | 26.0000 6396.00| 24.0000 5904.00| 21.5000 5289.00 | | | 8" CONCRETE DRIVEWAY PAVEMENT 64.00 | | | LINE 198 ITEM 2531.507/00008 SQ YD | 28.0000 1792.00| 28.0000 1792.00| 24.5000 1568.00 | | | CONC GUTTER DESIGN SPECIAL 289.00 | | | LINE 199 ITEM 0531.603/00001 LIN FT | 8.0000 2312.00| 12.0000 3468.00| 20.0000 5780.00 | | | CONC MED BARRIER DES 8322 4052.00 | | | TYPE A LIN FT | | | LINE 200 ITEM 2533.501/02210 | 22.0000 89144.00| 21.0000 85092.00| 17.0000 68884.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 18 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | CONC MED BARRIER DES 8322 743.00 | | | TYPE AA LIN FT | | | LINE 201 ITEM 2533.502/02220 | 18.0000 13374.00| 15.0000 11145.00| 28.0000 20804.00 | | | CONC MED BARR DES 8322 TYPE 296.00 | | | TRANS LIN FT | | | LINE 202 ITEM 2533.505/02210 | 24.0000 7104.00| 38.0000 11248.00| 60.0000 17760.00 | | | CONC MED BARRIER DES 8322 196.00 | | | TYPE A MOD LIN FT | | | LINE 203 ITEM 2533.505/02213 | 26.0000 5096.00| 45.0000 8820.00| 34.5000 6762.00 | | | CONC MED BARRIER DES 8322 2122.00 | | | TYPE AA MOD LIN FT | | | LINE 204 ITEM 2533.505/02218 | 24.0000 50928.00| 24.0000 50928.00| 20.7500 44031.50 | | | INSTALL CONCRETE MEDIAN 1091.00 | | | BARRIER LIN FT | | | LINE 205 ITEM 0533.603/00030 | 5.0000 5455.00| 10.0000 10910.00| 20.1600 21994.56 | | | RELOCATE CONCRETE MEDIAN 8000.00 | | | BARRIER LIN FT | | | LINE 206 ITEM 0533.603/00040 | 3.0000 24000.00| 2.5000 20000.00| 2.0000 16000.00 | | | CONCRETE MEDIAN BARRIER 6230.00 | | | DESIGN 8333 LIN FT | | | LINE 207 ITEM 0533.603/00113 | 12.0000 74760.00| 15.0000 93450.00| 10.0000 62300.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | A LUMP SUM | | | LINE 208 ITEM 2545.505/00011 | 4700.0000 4700.00| 3870.0000 3870.00| 3870.0000 3870.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | B LUMP SUM | | | LINE 209 ITEM 2545.505/00012 | 2750.0000 2750.00| 2811.0000 2811.00| 2811.0000 2811.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | C LUMP SUM | | | LINE 210 ITEM 2545.505/00013 | 3200.0000 3200.00| 3190.0000 3190.00| 3190.0000 3190.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 19 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | D LUMP SUM | | | LINE 211 ITEM 2545.505/00014 | 2300.0000 2300.00| 2370.0000 2370.00| 2370.0000 2370.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | E LUMP SUM | | | LINE 212 ITEM 2545.505/00015 | 1500.0000 1500.00| 1560.0000 1560.00| 1560.0000 1560.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | F LUMP SUM | | | LINE 213 ITEM 2545.505/00016 | 1600.0000 1600.00| 1980.0000 1980.00| 1980.0000 1980.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | G LUMP SUM | | | LINE 214 ITEM 2545.505/00017 | 2300.0000 2300.00| 2570.0000 2570.00| 2570.0000 2570.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | H LUMP SUM | | | LINE 215 ITEM 2545.505/00018 | 2300.0000 2300.00| 2350.0000 2350.00| 2350.0000 2350.00 | | | SIGN LIGHTING SYSTEM SIGN OH 1.00 | | | I LUMP SUM | | | LINE 216 ITEM 2545.505/00019 | 3300.0000 3300.00| 3440.0000 3440.00| 3440.0000 3440.00 | | | LIGHTING UNIT TYPE 6-40 27.00 | | | LINE 217 ITEM 2545.511/06040 EACH | 1450.0000 39150.00| 1384.0000 37368.00| 1384.0000 37368.00 | | | LIGHTING UNIT TYPE 6B-40 40.00 | | | LINE 218 ITEM 2545.511/06240 EACH | 1235.0000 49400.00| 1387.0000 55480.00| 1387.0000 55480.00 | | | LIGHTING UNIT TYPE 6BD-40 9.00 | | | LINE 219 ITEM 2545.511/06300 EACH | 1900.0000 17100.00| 1892.0000 17028.00| 1892.0000 17028.00 | | | LIGTHING UNIT TYPE 6D-40 1.00 | | | LINE 220 ITEM 2545.511/06440 EACH | 2130.0000 2130.00| 1934.0000 1934.00| 1934.0000 1934.00 | | | LIGHTING UNIT TYPE 6DP-40 1.00 | | | LINE 221 ITEM 2545.511/06737 EACH | 1730.0000 1730.00| 2154.0000 2154.00| 2154.0000 2154.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 20 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LIGHTING UNIT TYPE 9-40 32.00 | | | LINE 222 ITEM 2545.511/09040 EACH | 1565.0000 50080.00| 1433.0000 45856.00| 1433.0000 45856.00 | | | LIGHT BASE DESIGN E 63.00 | | | LINE 223 ITEM 2545.515/00005 EACH | 330.0000 20790.00| 301.0000 18963.00| 301.0000 18963.00 | | | 1" RIGID STEEL CONDUIT 320.00 | | | (LIGHTING) LIN FT | | | LINE 224 ITEM 2545.521/01100 | 4.5000 1440.00| 4.1000 1312.00| 4.1000 1312.00 | | | 1.5" RIGID STEEL CONDUIT 7090.00 | | | (LIGHTING) LIN FT | | | LINE 225 ITEM 2545.521/01150 | 5.0000 35450.00| 4.5300 32117.70| 4.5300 32117.70 | | | 2" RIGID STEEL CONDUIT 1435.00 | | | (LIGHTING) LIN FT | | | LINE 226 ITEM 2545.521/01200 | 5.5000 7892.50| 5.1000 7318.50| 5.1000 7318.50 | | | 3" RIGID STEEL CONDUIT 835.00 | | | (LIGHTING) LIN FT | | | LINE 227 ITEM 2545.521/01300 | 12.0000 10020.00| 7.5100 6270.85| 7.5100 6270.85 | | | 4" RIGID STEEL CONDUIT 60.00 | | | (LIGHTING) LIN FT | | | LINE 228 ITEM 2545.521/01400 | 15.0000 900.00| 10.8000 648.00| 10.8000 648.00 | | | UNDERGROUND WIRE 1 COND NO 865.00 | | | 1/0 LIN FT | | | LINE 229 ITEM 2545.531/01011 | 1.3500 1167.75| 1.2000 1038.00| 1.2000 1038.00 | | | UNDERGROUND WIRE 1 COND NO 4 28955.00 | | | LINE 230 ITEM 2545.531/01040 LIN FT | 0.6000 17373.00| 0.5800 16793.90| 0.5800 16793.90 | | | UNDERGROUND WIRE 1 COND NO 10 1830.00 | | | LINE 231 ITEM 2545.531/01100 LIN FT | 0.4000 732.00| 0.3000 549.00| 0.3000 549.00 | | | ARMORED CABLE 3 COND NO 4 17830.00 | | | LINE 232 ITEM 2545.533/00304 LIN FT | 3.8000 67754.00| 3.6000 64188.00| 3.6000 64188.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 21 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SERVICE PANEL SECONDARY TYPE 3.00 | | | T1 EACH | | | LINE 233 ITEM 2545.541/01110 | 2750.0000 8250.00| 1790.0000 5370.00| 1790.0000 5370.00 | | | EQUIPMENT PAD 3.00 | | | LINE 234 ITEM 2545.545/00010 EACH | 750.0000 2250.00| 377.0000 1131.00| 377.0000 1131.00 | | | JUNCTION BOX 8.00 | | | LINE 235 ITEM 2545.551/00010 EACH | 250.0000 2000.00| 246.0000 1968.00| 246.0000 1968.00 | | | PULL BOX (LIGHTING) 21.00 | | | LINE 236 ITEM 2545.553/00012 EACH | 350.0000 7350.00| 318.0000 6678.00| 318.0000 6678.00 | | | SERVICE EQUIPMENT 1.00 | | | LINE 237 ITEM 0545.602/00002 EACH | 500.0000 500.00| 3831.0000 3831.00| 3831.0000 3831.00 | | | LIGHT SUPPORT BRACKET 10.00 | | | LINE 238 ITEM 0545.602/00019 EACH | 250.0000 2500.00| 816.0000 8160.00| 816.0000 8160.00 | | | UNDERPASS LIGHTING UNIT TYPE 11.00 | | | L EACH | | | LINE 239 ITEM 0545.602/00030 | 380.0000 4180.00| 576.0000 6336.00| 576.0000 6336.00 | | | INSTALL TEMPORARY LIGHTING 6.00 | | | UNIT EACH | | | LINE 240 ITEM 0545.602/00047 | 150.0000 900.00| 2372.0000 14232.00| 2372.0000 14232.00 | | | INSTALL LIGHTING UNIT 1.00 | | | LINE 241 ITEM 0545.602/00053 EACH | 500.0000 500.00| 212.0000 212.00| 212.0000 212.00 | | | TRAFFIC BARRIER DESIGN 400.00 | | | SPECIAL LIN FT | | | LINE 242 ITEM 2554.501/00001 | 20.0000 8000.00| 28.0000 11200.00| 22.0000 8800.00 | | | TRAFFIC BARRIER DESIGN B8307 3723.00 | | | LINE 243 ITEM 2554.501/02007 LIN FT | 10.7500 40022.25| 10.0000 37230.00| 9.4000 34996.20 | | | ANCHORAGE ASSEMBLY-PLATE BEAM 3.00 | | | LINE 244 ITEM 2554.521/00020 EACH | 220.0000 660.00| 200.0000 600.00| 220.0000 660.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 22 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | BREAKAWAY CABLE TERMINAL 14.00 | | | LINE 245 ITEM 0554.602/00011 EACH | 1050.0000 14700.00| 1095.0000 15330.00| 1020.0000 14280.00 | | | GUARDRAIL POST SEAT 282.00 | | | LINE 246 ITEM 0554.602/00025 EACH | 85.0000 23970.00| 80.0000 22560.00| 85.0000 23970.00 | | | IMPACT ATTENUATOR NO 1 1.00 | | | LINE 247 ITEM 0554.604/00010 ASSEMBLY | 22000.0000 22000.00| 25000.0000 25000.00| 24750.0000 24750.00 | | | IMPACT ATTENUATOR NO 2 1.00 | | | LINE 248 ITEM 0554.604/00012 ASSEMBLY | 22000.0000 22000.00| 25000.0000 25000.00| 24500.0000 24500.00 | | | IMPACT ATTENUATOR NO 3 1.00 | | | LINE 249 ITEM 0554.604/00013 ASSEMBLY | 22000.0000 22000.00| 25000.0000 25000.00| 24500.0000 24500.00 | | | IMPACT ATTENUATOR NO 4 1.00 | | | LINE 250 ITEM 0554.604/00014 ASSEMBLY | 22000.0000 22000.00| 25000.0000 25000.00| 24500.0000 24500.00 | | | RELOCATE IMPACT ATTENUATOR 3.00 | | | LINE 251 ITEM 0554.604/00019 ASSEMBLY | 1460.0000 4380.00| 2000.0000 6000.00| 2000.0000 6000.00 | | | WIRE FENCE DESIGN 60-9322 2819.00 | | | LINE 252 ITEM 2557.501/06022 LIN FT | 5.7500 16209.25| 6.0000 16914.00| 5.8500 16491.15 | | | METAL BRACE ASSEMBLY(CH LINK 62.00 | | | FE) EACH | | | LINE 253 ITEM 2557.523/00010 | 52.0000 3224.00| 38.0000 2356.00| 38.0000 2356.00 | | | ELECTRICAL GROUND 12.00 | | | LINE 254 ITEM 2557.527/00020 EACH | 36.0000 432.00| 28.0000 336.00| 28.0000 336.00 | | | TEMPORARY FENCE 850.00 | | | LINE 255 ITEM 2557.529/00010 LIN FT | 2.0000 1700.00| 2.5000 2125.00| 2.5000 2125.00 | | | FLEXIBLE PLASTIC GLARE SCREEN 4677.00 | | | LINE 256 ITEM 0557.603/00001 LIN FT | 7.5000 35077.50| 8.0000 37416.00| 6.0000 28062.00 | | | TRAFFIC CONTROL 1.00 | | | LINE 257 ITEM 0563.601/00010 LUMP SUM | 153600.0000 153600.00| 200000.0000 200000.00| 247595.0000 247595.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 23 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | PORTABLE CHANGEABLE MESSAGE 100.00 | | | SIGN UNIT DAY | | | LINE 258 ITEM 0563.602/01100 | 150.0000 15000.00| 235.0000 23500.00| 125.0000 12500.00 | | | RAISED PAVEMENT MARKERS 500.00 | | | TEMPORARY EACH | | | LINE 259 ITEM 0563.603/00002 | 1.7500 875.00| 1.6500 825.00| 2.6000 1300.00 | | | PORTABLE CONCRETE BARRIER 120.00 | | | DELINEATOR EACH | | | LINE 260 ITEM 0563.603/00028 | 7.0000 840.00| 6.0000 720.00| 18.4000 2208.00 | | | TUBE DELINEATORS 90.00 | | | LINE 261 ITEM 0563.603/00098 EACH | 28.0000 2520.00| 30.0000 2700.00| 28.6000 2574.00 | | | REPLACE TUBE DELINEATORS 25.00 | | | LINE 262 ITEM 0563.603/00099 EACH | 22.0000 550.00| 25.0000 625.00| 21.5000 537.50 | | | LIGHTED GUIDANCE TUBES 1800.00 | | | LINE 262A ITEM 0563.606/00010 LIN FT | 30.0000 54000.00| 23.0000 41400.00| 57.3000 103140.00 | | | CONCRETE FOOTINGS (TYPE OH 43.30 | | | SPREAD) CU YD | | | LINE 263 ITEM 2564.511/00010 | 325.0000 14072.50| 380.0000 16454.00| 380.0000 16454.00 | | | STRUCT STEEL-POSTS FOR OH 62967.00 | | | SIGNS (B) POUND | | | LINE 264 ITEM 2564.522/00122 | 1.0100 63596.67| 0.9700 61077.99| 0.9700 61077.99 | | | STRUCT STEEL-TRUSSES FOR OH 46229.00 | | | SIGNS (B) POUND | | | LINE 265 ITEM 2564.522/00222 | 1.0400 48078.16| 0.9700 44842.13| 0.9700 44842.13 | | | STR STEEL-TRUSSES FOR OH 1462.00 | | | SIGNS BR MTD POUND | | | LINE 266 ITEM 2564.522/00225 | 1.6500 2412.30| 1.0700 1564.34| 1.0700 1564.34 | | | STR STEEL-WLKWY SPRT FOR OH 4952.00 | | | SIGNS (B) POUND | | | LINE 267 ITEM 2564.522/00322 | 1.0400 5150.08| 1.0700 5298.64| 1.0700 5298.64 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 24 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STR STEEL-WLKWY GRTNG FOR OH 8190.00 | | | SIGNS (B) POUND | | | LINE 268 ITEM 2564.522/00422 | 1.0400 8517.60| 1.0700 8763.30| 1.0700 8763.30 | | | STR STEEL-PANEL MT PST FOR OH 3242.00 | | | SIGNS (B) POUND | | | LINE 269 ITEM 2564.522/00522 | 1.0400 3371.68| 1.2400 4020.08| 1.2400 4020.08 | | | F&I SIGN PANELS TYPE A 476.00 | | | LINE 270 ITEM 2564.531/00109 SQ FT | 14.0000 6664.00| 13.7300 6535.48| 13.7300 6535.48 | | | F&I SIGN PANELS TYPE C 354.00 | | | LINE 271 ITEM 2564.531/00130 SQ FT | 21.0000 7434.00| 16.2800 5763.12| 16.2800 5763.12 | | | F&I SIGN PANELS TYPE D 442.00 | | | LINE 272 ITEM 2564.531/00140 SQ FT | 23.5000 10387.00| 18.9700 8384.74| 18.9700 8384.74 | | | F&I SIGN PANELS TYPE EA 22.00 | | | LINE 273 ITEM 2564.531/00151 SQ FT | 21.5000 473.00| 18.0000 396.00| 18.0000 396.00 | | | F&I SIGN PANELS TYPE EO 44.00 | | | LINE 274 ITEM 2564.531/00158 SQ FT | 21.5000 946.00| 18.0000 792.00| 18.0000 792.00 | | | F&I SIGN PANELS TYPE OH 1773.00 | | | LINE 275 ITEM 2564.531/00189 SQ FT | 14.2500 25265.25| 12.7400 22588.02| 12.7400 22588.02 | | | F&I SIGN PANELS TYPE OVERLAY 270.00 | | | LINE 276 ITEM 2564.531/00190 SQ FT | 9.5000 2565.00| 10.0500 2713.50| 10.0500 2713.50 | | | DELINEATOR TYPE IA (X4-6) 24.00 | | | LINE 277 ITEM 2564.541/01111 EACH | 29.3000 703.20| 20.0000 480.00| 20.0000 480.00 | | | DELINEATOR TYPE IVA (X4-6) 19.00 | | | LINE 278 ITEM 2564.541/01411 EACH | 30.5000 579.50| 20.0000 380.00| 20.0000 380.00 | | | DELINEATOR TYPE IXB (X4-2) 11.00 | | | LINE 279 ITEM 2564.541/01921 EACH | 50.5000 555.50| 48.0000 528.00| 48.0000 528.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 25 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | SHORTEN TYPE A SIGN POST 6.00 | | | LINE 280 ITEM 0564.602/00038 EACH | 65.0000 390.00| 80.0000 480.00| 80.0000 480.00 | | | EXTEND PANEL MOUNTING POST 9.00 | | | LINE 281 ITEM 0564.602/00041 EACH | 46.5000 418.50| 100.0000 900.00| 100.0000 900.00 | | | EXTEND TYPE A SIGN POST 6.00 | | | LINE 282 ITEM 0564.602/00042 EACH | 115.0000 690.00| 200.0000 1200.00| 200.0000 1200.00 | | | SIGN LEGEND REVISION TYPE OH 2.00 | | | LINE 283 ITEM 0564.602/00072 EACH | 125.0000 250.00| 200.0000 400.00| 200.0000 400.00 | | | PORTABLE CHANGEABLE MESSAGE 2.00 | | | SIGN EACH | | | LINE 284 ITEM 0564.602/00251 | 5000.0000 10000.00| 24000.0000 48000.00| 23420.5900 46841.18 | | | SAW SIGN PANELS TYPE A 30.00 | | | LINE 285 ITEM 0564.603/00011 LIN FT | 15.0000 450.00| 14.0000 420.00| 14.0000 420.00 | | | SAW SIGN PANELS TYPE OH 9.00 | | | LINE 286 ITEM 0564.603/00016 LIN FT | 20.0000 180.00| 20.0000 180.00| 20.0000 180.00 | | | 4" SOLID LINE WHITE-PAINT 42030.00 | | | LINE 287 ITEM 0564.603/00101 LIN FT | 0.0500 2101.50| 0.0600 2521.80| 0.0600 2521.80 | | | 4" BROKEN LINE WHITE-PAINT 19290.00 | | | LINE 288 ITEM 0564.603/00111 LIN FT | 0.0500 964.50| 0.0600 1157.40| 0.0600 1157.40 | | | 4" SOLID LINE YELLOW-PAINT 25570.00 | | | LINE 289 ITEM 0564.603/00201 LIN FT | 0.0500 1278.50| 0.0600 1534.20| 0.0600 1534.20 | | | F&I SIGN PANEL OVERLAYS TYPE 879.00 | | | A SQ FT | | | LINE 290 ITEM 0564.604/00030 | 10.5000 9229.50| 10.4000 9141.60| 10.4000 9141.60 | | | F&I SIGN PANEL OVERLAYS TYPE 1400.00 | | | OH SQ FT | | | LINE 291 ITEM 0564.604/00031 | 10.7500 15050.00| 10.4000 14560.00| 10.4000 14560.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 26 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | FULL T ACT T CONTROL SIGNAL 1.00 | | | SYSTEM SIG SYS | | | LINE 292 ITEM 2565.511/00010 | 70000.0000 70000.00| 75000.0000 75000.00| 58340.0000 58340.00 | | | BALE CHECK 400.00 | | | LINE 293 ITEM 2573.501/00001 EACH | 5.5000 2200.00| 5.0000 2000.00| 5.0000 2000.00 | | | SILT FENCE,HEAVY DUTY 9580.00 | | | LINE 294 ITEM 2573.502/00002 LIN FT | 2.7500 26345.00| 2.4500 23471.00| 2.4500 23471.00 | | | SEEDING 19.00 | | | LINE 295 ITEM 2575.501/00010 ACRE | 85.0000 1615.00| 85.0000 1615.00| 85.0000 1615.00 | | | SEED MIXTURE 600 1419.00 | | | LINE 296 ITEM 2575.502/00060 POUND | 1.3500 1915.65| 1.3500 1915.65| 1.3500 1915.65 | | | SODDING TYPE EROSION 55020.00 | | | LINE 297 ITEM 2575.505/00020 SQ YD | 1.3000 71526.00| 1.2000 66024.00| 1.2000 66024.00 | | | SODDING TYPE LAWN 8707.00 | | | LINE 298 ITEM 2575.505/00030 SQ YD | 1.4000 12189.80| 1.2500 10883.75| 1.2500 10883.75 | | | MULCH MATERIAL TYPE 1 35.00 | | | LINE 299 ITEM 2575.511/00010 TON | 100.0000 3500.00| 95.0000 3325.00| 95.0000 3325.00 | | | MULCH MATERIAL TYPE 1-3 4.00 | | | LINE 300 ITEM 2575.511/00013 TON | 140.0000 560.00| 105.0000 420.00| 105.0000 420.00 | | | MULCH MATERIAL TYPE 2-3 333.00 | | | LINE 301 ITEM 2575.512/00012 GALLON | 1.8000 599.40| 2.0000 666.00| 2.0000 666.00 | | | DISK ANCHORING 17.00 | | | LINE 302 ITEM 2575.519/00010 ACRE | 35.0000 595.00| 40.0000 680.00| 40.0000 680.00 | | | COMMERCIAL FERT ANALYSIS 7.00 | | | 20-10-10 TON | | | LINE 303 ITEM 2575.531/10052 | 300.0000 2100.00| 295.0000 2065.00| 2.9500 20.65 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 27 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | TEMPORARY LANE MARKING 11935.00 | | | LINE 304 ITEM 2580.502/00010 LIN FT | 3.5000 41772.50| 0.3000 3580.50| 0.7700 9189.95 | | | REMOVABLE PREFORMED PLASTIC 10375.00 | | | MARKING LIN FT | | | LINE 305 ITEM 2581.501/00010 | 1.2000 12450.00| 1.3000 13487.50| 1.4900 15458.75 | | | ** SECTION TOTALS ** | $9,424,403.09| $10,226,315.39| $10,458,547.10 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 002 | | | | | | 12" RC PIPE APRON 7.00 | | | LINE 306 ITEM 2501.515/90120 EACH | 0.0000 0.00| 0.0000 0.00| 290.0000 2030.00 | | | 12" RC PIPE SEWER DESIGN 3006 3537.00 | | | LINE 307 ITEM 2503.541/90122 LIN FT | 0.0000 0.00| 0.0000 0.00| 22.2500 78698.25 | | | 15" RC PIPE SEWER DESIGN 3006 1724.00 | | | LINE 308 ITEM 2503.541/90152 LIN FT | 0.0000 0.00| 0.0000 0.00| 24.7500 42669.00 | | | 18" RC PIPE SEWER DESIGN 3006 313.00 | | | LINE 309 ITEM 2503.541/90182 LIN FT | 0.0000 0.00| 0.0000 0.00| 27.8000 8701.40 | | | 24" RC PIPE SEWER DESIGN 3006 74.00 | | | LINE 310 ITEM 2503.541/90242 LIN FT | 0.0000 0.00| 0.0000 0.00| 38.5000 2849.00 | | | ** SECTION TOTALS ** | | | $134,947.65 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 003 | | | | | | 12" GS PIPE APRON 7.00 | | | LINE 311 ITEM 2501.515/02120 EACH | 70.0000 490.00| 100.0000 700.00| 0.0000 0.00 | | | 12" CORRUGATED PE PIPE SEWER 3541.00 | | | (SMOOTH) LIN FT | | | LINE 312 ITEM 2503.511/20129 | 18.0000 63738.00| 20.0000 70820.00| 0.0000 0.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 28 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | 15" CORRUGATED PE PIPE SEWER 1724.00 | | | (SMOOTH) LIN FT | | | LINE 313 ITEM 2503.511/20159 | 20.0000 34480.00| 21.0000 36204.00| 0.0000 0.00 | | | 18" CORRUGATED PE PIPE SEWER 313.00 | | | (SMOOTH) LIN FT | | | LINE 314 ITEM 2503.511/20189 | 22.0000 6886.00| 26.0000 8138.00| 0.0000 0.00 | | | 24" CORRUGATED PE PIPE SEWER 74.00 | | | (SMOOTH) LIN FT | | | LINE 315 ITEM 2503.511/20249 | 26.0000 1924.00| 32.0000 2368.00| 0.0000 0.00 | | | ** SECTION TOTALS ** | $107,518.00| $118,230.00| ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 004 | | | | | | STRUCTURE CONCRETE (1A43) 670.00 | | | LINE 316 ITEM 2401.501/01143 CU YD | 180.0000 120600.00| 200.0000 134000.00| 225.0000 150750.00 | | | STRUCTURE CONCRETE (3Y43) 1379.00 | | | LINE 317 ITEM 2401.501/03643 CU YD | 250.0000 344750.00| 200.0000 275800.00| 225.0000 310275.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 19909.00 | | | LINE 318 ITEM 2401.512/03637 SQ FT | 5.1000 101535.90| 3.0000 59727.00| 4.0000 79636.00 | | | TYPE J RAILING CONCRETE 524.00 | | | (3Y46A) LIN FT | | | LINE 319 ITEM 2401.513/03647 | 30.0000 15720.00| 20.0000 10480.00| 25.0000 13100.00 | | | SPLIT MEDIAN BARRIER CONC 208.00 | | | (3Y46A) LIN FT | | | LINE 320 ITEM 2401.514/06649 | 35.0000 7280.00| 30.0000 6240.00| 30.0000 6240.00 | | | RAISED MEDIAN CONCRETE 2924.00 | | | (3X46A) SQ FT | | | LINE 321 ITEM 2401.516/03547 | 3.7500 10965.00| 2.0000 5848.00| 2.0000 5848.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 29 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STRUCTURE EXCAVATION CLASS R 10.00 | | | LINE 322 ITEM 2401.521/00030 CU YD | 60.0000 600.00| 200.0000 2000.00| 100.0000 1000.00 | | | REINFORCEMENT BARS 43210.00 | | | LINE 323 ITEM 2401.541/00001 POUND | 0.4600 19876.60| 0.4500 19444.50| 0.3800 16419.80 | | | REINFORCEMENT BARS (EPOXY 320580.00 | | | COATED) POUND | | | LINE 324 ITEM 2401.541/00011 | 0.5400 173113.20| 0.5000 160290.00| 0.4600 147466.80 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 325 ITEM 0401.601/00010 LUMP SUM | 20100.0000 20100.00| 100000.0000 100000.00| 12868.0900 12868.09 | | | ARCHITECTURAL SURFACE 4819.00 | | | TREATMENT SQ FT | | | LINE 326 ITEM 0401.603/00015 | 2.0000 9638.00| 2.0000 9638.00| 1.0000 4819.00 | | | EXPANSION JOINT DEVICES TYPE 284.00 | | | 4 LIN FT | | | LINE 327 ITEM 2402.591/00400 | 75.0000 21300.00| 70.0000 19880.00| 45.0000 12780.00 | | | BEARING ASSEMBLY 48.00 | | | LINE 328 ITEM 2402.595/00010 EACH | 425.0000 20400.00| 500.0000 24000.00| 400.0000 19200.00 | | | CONCRETE OVERLAY TYPE SPECIAL 16048.00 | | | LINE 329 ITEM 2404.501/00100 SQ FT | 2.2500 36108.00| 1.5000 24072.00| 2.0000 32096.00 | | | PRESTRESSED CONCRETE BEAMS 63 2342.00 | | | LINE 330 ITEM 2405.502/00063 LIN FT | 92.1000 215698.20| 80.0000 187360.00| 78.0000 182676.00 | | | DIAPHRAGMS FOR TYPE 63 PREST 343.00 | | | BEAMS LIN FT | | | LINE 331 ITEM 2405.511/00630 | 65.0000 22295.00| 30.0000 10290.00| 50.0000 17150.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 332 ITEM 0502.603/02910 LUMP SUM | 4050.0000 4050.00| 2000.0000 2000.00| 3562.0000 3562.00 | | | CONCRETE SLOPE PAVING 386.00 | | | LINE 333 ITEM 2514.501/00010 SQ YD | 33.0000 12738.00| 30.0000 11580.00| 22.0000 8492.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 30 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 334 ITEM 2545.509/00011 LUMP SUM | 5020.0000 5020.00| 3590.0000 3590.00| 3590.0000 3590.00 | | | ** SECTION TOTALS ** | $1,161,787.90| $1,066,239.50| $1,027,968.69 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 005 | | | | | | STRUCTURE CONCRETE (1A43) 332.00 | | | LINE 335 ITEM 2401.501/01143 CU YD | 180.0000 59760.00| 200.0000 66400.00| 225.0000 74700.00 | | | STRUCTURE CONCRETE (3Y43) 560.00 | | | LINE 336 ITEM 2401.501/03643 CU YD | 250.0000 140000.00| 200.0000 112000.00| 225.0000 126000.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 16082.00 | | | LINE 337 ITEM 2401.512/03637 SQ FT | 16.6500 267765.30| 3.0000 48246.00| 4.0000 64328.00 | | | TYPE J RAILING CONCRETE 439.00 | | | (3Y46A) LIN FT | | | LINE 338 ITEM 2401.513/03647 | 30.0000 13170.00| 20.0000 8780.00| 25.0000 10975.00 | | | SPLIT MEDIAN BARRIER CONC 162.00 | | | (3Y46A) LIN FT | | | LINE 339 ITEM 2401.514/06649 | 35.0000 5670.00| 30.0000 4860.00| 30.0000 4860.00 | | | STRUCTURE EXCAVATION CLASS R 17.00 | | | LINE 340 ITEM 2401.521/00030 CU YD | 60.0000 1020.00| 200.0000 3400.00| 100.0000 1700.00 | | | REINFORCEMENT BARS 21070.00 | | | LINE 341 ITEM 2401.541/00001 POUND | 0.4600 9692.20| 0.5000 10535.00| 0.3800 8006.60 | | | REINFORCEMENT BARS (EPOXY 309670.00 | | | COATED) POUND | | | LINE 342 ITEM 2401.541/00011 | 0.5400 167221.80| 0.5500 170318.50| 0.4600 142448.20 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 343 ITEM 0401.601/00010 LUMP SUM | 16600.0000 16600.00| 75000.0000 75000.00| 11178.9200 11178.92 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 31 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | ARCHITECTURAL SURFACE 2819.00 | | | TREATMENT SQ FT | | | LINE 344 ITEM 0401.603/00015 | 2.0000 5638.00| 2.0000 5638.00| 1.0000 2819.00 | | | EXPANSION JOINT DEVICES TYPE 207.00 | | | 4 LIN FT | | | LINE 345 ITEM 2402.591/00400 | 75.0000 15525.00| 70.0000 14490.00| 45.0000 9315.00 | | | BEARING ASSEMBLY 26.00 | | | LINE 346 ITEM 2402.595/00010 EACH | 365.0000 9490.00| 500.0000 13000.00| 400.0000 10400.00 | | | CONCRETE OVERLAY TYPE SPECIAL 15137.00 | | | LINE 347 ITEM 2404.501/00100 SQ FT | 2.2500 34058.25| 1.5000 22705.50| 2.0000 30274.00 | | | STEEL H-PILING DRIVEN 10" 1320.00 | | | LINE 348 ITEM 2452.510/01000 LIN FT | 2.0000 2640.00| 2.0000 2640.00| 1.0000 1320.00 | | | STEEL H-PILING DELIVERED 10" 1320.00 | | | LINE 349 ITEM 2452.511/01000 LIN FT | 13.5000 17820.00| 6.0000 7920.00| 14.0000 18480.00 | | | STEEL H-TEST PILE 25 FT LONG 6.00 | | | 10" EACH | | | LINE 350 ITEM 2452.520/01025 | 900.0000 5400.00| 4000.0000 24000.00| 750.0000 4500.00 | | | STEEL H-TEST PILE 30 FT LONG 1.00 | | | 10" EACH | | | LINE 351 ITEM 2452.520/01030 | 1100.0000 1100.00| 5000.0000 5000.00| 900.0000 900.00 | | | PILE TIP PROTECTION 10" 74.00 | | | LINE 352 ITEM 0452.602/00010 EACH | 80.0000 5920.00| 100.0000 7400.00| 75.0000 5550.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 353 ITEM 0502.603/02910 LUMP SUM | 2320.0000 2320.00| 1000.0000 1000.00| 2125.0000 2125.00 | | | CONCRETE SLOPE PAVING 879.00 | | | LINE 354 ITEM 2514.501/00010 SQ YD | 33.0000 29007.00| 40.0000 35160.00| 22.0000 19338.00 | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 355 ITEM 2545.509/00011 LUMP SUM | 3150.0000 3150.00| 1990.0000 1990.00| 1990.0000 1990.00 | | | ** SECTION TOTALS ** | $812,967.55| $640,483.00| $551,207.72 ----------------------------------------------------------------------------------------------------------------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 32 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | | | | SECTION 006 | | | | | | HAUL SALVAGED MATERIAL 1.00 | | | LINE 356 ITEM 0104.607/00011 LUMP SUM | 2000.0000 2000.00| 5000.0000 5000.00| 500.0000 500.00 | | | STRUCTURE CONCRETE (1A43) 1629.00 | | | LINE 357 ITEM 2401.501/01143 CU YD | 160.0000 260640.00| 200.0000 325800.00| 225.0000 366525.00 | | | STRUCTURE CONCRETE (1X62) 700.00 | | | LINE 358 ITEM 2401.501/01562 CU YD | 120.0000 84000.00| 300.0000 210000.00| 100.0000 70000.00 | | | STRUCTURE CONCRETE (3Y43) 5249.00 | | | LINE 359 ITEM 2401.501/03643 CU YD | 250.0000 1312250.00| 200.0000 1049800.00| 225.0000 1181025.00 | | | STRUCTURE CONCRETE (1A43) 1017.00 | | | LINE 360 ITEM 2401.511/01143 SQ FT | 10.0000 10170.00| 10.0000 10170.00| 25.0000 25425.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 216079.00 | | | LINE 361 ITEM 2401.512/03637 SQ FT | 5.8500 1264062.15| 3.0000 648237.00| 4.0000 864316.00 | | | TYPE J RAILING CONCRETE 3335.00 | | | (3Y46A) LIN FT | | | LINE 362 ITEM 2401.513/03647 | 26.0000 86710.00| 20.0000 66700.00| 25.0000 83375.00 | | | TYPE MOD J RAILING CONCRETE 105.00 | | | (3Y46A) LIN FT | | | LINE 363 ITEM 2401.513/05647 | 32.0000 3360.00| 20.0000 2100.00| 25.0000 2625.00 | | | SPLIT MED BARRIER MOD CONC 699.00 | | | (3Y46A) LIN FT | | | LINE 364 ITEM 2401.514/06648 | 45.0000 31455.00| 30.0000 20970.00| 30.0000 20970.00 | | | SPLIT MEDIAN BARRIER CONC 910.00 | | | (3Y46A) LIN FT | | | LINE 365 ITEM 2401.514/06649 | 35.0000 31850.00| 30.0000 27300.00| 30.0000 27300.00 | | | RAISED MEDIAN CONCRETE 6454.00 | | | (3Y46A) SQ FT | | | LINE 366 ITEM 2401.516/03647 | 3.7500 24202.50| 3.0000 19362.00| 2.0000 12908.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 33 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | REINFORCEMENT BARS 97150.00 | | | LINE 367 ITEM 2401.541/00001 POUND | 0.4400 42746.00| 0.4500 43717.50| 0.3800 36917.00 | | | REINFORCEMENT BARS (EPOXY 2419060.00 | | | COATED) POUND | | | LINE 368 ITEM 2401.541/00011 | 0.5200 1257911.20| 0.4000 967624.00| 0.4600 1112767.60 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 369 ITEM 0401.601/00010 LUMP SUM | 29100.0000 29100.00| 250000.0000 250000.00| 21492.3500 21492.35 | | | FOUNDATION PREPARATION PIER 1.00 | | | 12 LUMP SUM | | | LINE 370 ITEM 0401.601/00220 | 73900.0000 73900.00| 200000.0000 200000.00| 80000.0000 80000.00 | | | FOUNDATION PREPARATION PIER 1.00 | | | 13 LUMP SUM | | | LINE 371 ITEM 0401.601/00230 | 63000.0000 63000.00| 200000.0000 200000.00| 80000.0000 80000.00 | | | FOUNDATION PREPARATION PIER 1.00 | | | 14 LUMP SUM | | | LINE 372 ITEM 0401.601/00240 | 76300.0000 76300.00| 200000.0000 200000.00| 80000.0000 80000.00 | | | FOUNDATION PREPARATION PIER 1.00 | | | 15 LUMP SUM | | | LINE 373 ITEM 0401.601/00250 | 76000.0000 76000.00| 170000.0000 170000.00| 120000.0000 120000.00 | | | ARCHITECTURAL SURFACE 2285.00 | | | TREATMENT SQ FT | | | LINE 374 ITEM 0401.603/00015 | 3.5000 7997.50| 2.0000 4570.00| 1.0000 2285.00 | | | SPECIAL SURFACE FINISH 29675.00 | | | (INPLACE) SQ FT | | | LINE 375 ITEM 0401.612/00002 | 1.0000 29675.00| 1.0000 29675.00| 0.6000 17805.00 | | | STRUCTURAL STEEL (3306) 13422.00 | | | LINE 376 ITEM 2402.521/00006 POUND | 2.0000 26844.00| 2.0000 26844.00| 1.5000 20133.00 | | | ORNAMENTAL METAL RAILING TYPE 1618.00 | | | S-2 LIN FT | | | LINE 377 ITEM 2402.583/00072 | 70.0000 113260.00| 45.0000 72810.00| 38.0000 61484.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 34 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | EXPANSION JOINT DEVICES TYPE 1084.00 | | | 4 LIN FT | | | LINE 378 ITEM 2402.591/00400 | 75.0000 81300.00| 70.0000 75880.00| 45.0000 48780.00 | | | BEARING ASSEMBLY 565.00 | | | LINE 379 ITEM 2402.595/00010 EACH | 685.0000 387025.00| 400.0000 226000.00| 400.0000 226000.00 | | | DRAINAGE SYSTEM (BR DECK) 1.00 | | | LINE 380 ITEM 0402.601/00011 LUMP SUM | 55000.0000 55000.00| 110000.0000 110000.00| 100000.0000 100000.00 | | | CONCRETE OVERLAY TYPE SPECIAL 186449.00 | | | LINE 381 ITEM 2404.501/00100 SQ FT | 2.2000 410187.80| 1.5000 279673.50| 2.0000 372898.00 | | | PRESTRESSED CONCRETE BEAMS 7809.00 | | | 45M LIN FT | | | LINE 382 ITEM 2405.502/00046 | 83.4000 651270.60| 70.0000 546630.00| 72.0000 562248.00 | | | PRESTRESSED CONCRETE BEAMS 10166.00 | | | 54M LIN FT | | | LINE 383 ITEM 2405.502/00055 | 86.4000 878342.40| 80.0000 813280.00| 78.0000 792948.00 | | | PRESTRESSED CONCRETE BEAMS 81 7039.00 | | | LINE 384 ITEM 2405.502/00081 LIN FT | 114.4000 805261.60| 100.0000 703900.00| 100.0000 703900.00 | | | DIAPHRAGMS FOR TYPE 45M PREST 1885.00 | | | BEAMS LIN FT | | | LINE 385 ITEM 2405.511/00451 | 50.0000 94250.00| 40.0000 75400.00| 40.0000 75400.00 | | | DIAPHRAGMS FOR TYPE 54M PREST 2152.00 | | | BEAMS LIN FT | | | LINE 386 ITEM 2405.511/00541 | 55.0000 118360.00| 45.0000 96840.00| 50.0000 107600.00 | | | DIAPHRAGMS FOR TYPE 81 PREST 1551.00 | | | BEAMS LIN FT | | | LINE 387 ITEM 2405.511/00810 | 80.0000 124080.00| 45.0000 69795.00| 50.0000 77550.00 | | | REMOVE CONCRETE OR MASONRY 809.00 | | | LINE 388 ITEM 2433.502/00010 CU YD | 125.0000 101125.00| 50.0000 40450.00| 75.0000 60675.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 35 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | REMOVE SUPERSTRUCTURE 110542.00 | | | LINE 389 ITEM 2433.505/00003 SQ FT | 5.0000 552710.00| 2.0000 221084.00| 2.0000 221084.00 | | | ANCHORAGES TYPE 5 631.00 | | | LINE 390 ITEM 2433.516/00005 EACH | 10.5000 6625.50| 15.0000 9465.00| 15.0000 9465.00 | | | ANCHORAGES TYPE 6 24.00 | | | LINE 391 ITEM 2433.516/00006 EACH | 12.0000 288.00| 15.0000 360.00| 15.0000 360.00 | | | ANCHORAGES TYPE 7 352.00 | | | LINE 392 ITEM 2433.516/00007 EACH | 16.0000 5632.00| 20.0000 7040.00| 15.0000 5280.00 | | | ANCHORAGES TYPE 8 14.00 | | | LINE 393 ITEM 2433.516/00008 EACH | 17.0000 238.00| 15.0000 210.00| 15.0000 210.00 | | | STEEL H-PILING DRIVEN 10" 15165.00 | | | LINE 394 ITEM 2452.510/01000 LIN FT | 1.7500 26538.75| 1.0000 15165.00| 1.0000 15165.00 | | | STEEL H-PILING DRIVEN 12" 21235.00 | | | LINE 395 ITEM 2452.510/02000 LIN FT | 2.0000 42470.00| 1.0000 21235.00| 1.0000 21235.00 | | | STEEL H-PILING DELIVERED 10" 15165.00 | | | LINE 396 ITEM 2452.511/01000 LIN FT | 13.5000 204727.50| 7.0000 106155.00| 14.0000 212310.00 | | | STEEL H-PILING DELIVERED 12" 21235.00 | | | LINE 397 ITEM 2452.511/02000 LIN FT | 17.0000 360995.00| 9.0000 191115.00| 15.5000 329142.50 | | | STEEL H-TEST PILE 65 FT LONG 3.00 | | | 10" EACH | | | LINE 398 ITEM 2452.520/01065 | 2300.0000 6900.00| 6000.0000 18000.00| 2000.0000 6000.00 | | | STEEL H-TEST PILE 70 FT LONG 4.00 | | | 10" EACH | | | LINE 399 ITEM 2452.520/01070 | 2500.0000 10000.00| 7000.0000 28000.00| 2100.0000 8400.00 | | | STEEL H-TEST PILE 75 FT LONG 2.00 | | | 10" EACH | | | LINE 400 ITEM 2452.520/01075 | 2600.0000 5200.00| 7000.0000 14000.00| 2250.0000 4500.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 36 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STEEL H-TEST PILE 85 FT LONG 3.00 | | | 10" EACH | | | LINE 401 ITEM 2452.520/01085 | 3000.0000 9000.00| 8000.0000 24000.00| 2550.0000 7650.00 | | | STEEL H-TEST PILE 30 FT LONG 4.00 | | | 12" EACH | | | LINE 402 ITEM 2452.520/02030 | 1200.0000 4800.00| 3000.0000 12000.00| 1000.0000 4000.00 | | | STEEL H-TEST PILE 45 FT LONG 4.00 | | | 12" EACH | | | LINE 403 ITEM 2452.520/02045 | 1800.0000 7200.00| 5000.0000 20000.00| 1500.0000 6000.00 | | | STEEL H-TEST PILE 55 FT LONG 4.00 | | | 12" EACH | | | LINE 404 ITEM 2452.520/02055 | 2200.0000 8800.00| 6000.0000 24000.00| 1900.0000 7600.00 | | | STEEL H-TEST PILE 65 FT LONG 10.00 | | | 12" EACH | | | LINE 405 ITEM 2452.520/02065 | 2600.0000 26000.00| 6000.0000 60000.00| 2300.0000 23000.00 | | | STEEL H-TEST PILE 70 FT LONG 1.00 | | | 12" EACH | | | LINE 406 ITEM 2452.520/02070 | 2800.0000 2800.00| 7000.0000 7000.00| 2500.0000 2500.00 | | | PILE TIP PROTECTION 10" 255.00 | | | LINE 407 ITEM 0452.602/00010 EACH | 80.0000 20400.00| 60.0000 15300.00| 75.0000 19125.00 | | | PILE TIP PROTECTION 12" 508.00 | | | LINE 408 ITEM 0452.602/00012 EACH | 125.0000 63500.00| 70.0000 35560.00| 85.0000 43180.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 409 ITEM 0502.603/02910 LUMP SUM | 3960.0000 3960.00| 500.0000 500.00| 3875.0000 3875.00 | | | CONCRETE SLOPE PAVING 2815.00 | | | LINE 410 ITEM 2514.501/00010 SQ YD | 33.0000 92895.00| 25.0000 70375.00| 22.0000 61930.00 | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 411 ITEM 2545.509/00011 LUMP SUM | 23400.0000 23400.00| 20866.0000 20866.00| 20866.0000 20866.00 | | | ** SECTION TOTALS ** | $10,098,715.50| $8,509,958.00| $8,448,729.45 ----------------------------------------------------------------------------------------------------------------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 37 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | | | | SECTION 007 | | | | | | STRUCTURE CONCRETE (1A43) 177.00 | | | LINE 412 ITEM 2401.501/01143 CU YD | 200.0000 35400.00| 200.0000 35400.00| 240.0000 42480.00 | | | STRUCTURE CONCRETE (3Y43) 353.00 | | | LINE 413 ITEM 2401.501/03643 CU YD | 250.0000 88250.00| 200.0000 70600.00| 240.0000 84720.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 2906.00 | | | LINE 414 ITEM 2401.512/03637 SQ FT | 5.6000 16273.60| 3.0000 8718.00| 4.0000 11624.00 | | | TYPE J RAILING CONCRETE 225.00 | | | (3Y46A) LIN FT | | | LINE 415 ITEM 2401.513/03647 | 30.0000 6750.00| 20.0000 4500.00| 25.0000 5625.00 | | | REINFORCEMENT BARS 9950.00 | | | LINE 416 ITEM 2401.541/00001 POUND | 0.4600 4577.00| 0.5000 4975.00| 0.3800 3781.00 | | | REINFORCEMENT BARS (EPOXY 75635.00 | | | COATED) POUND | | | LINE 417 ITEM 2401.541/00011 | 0.5400 40842.90| 0.5500 41599.25| 0.4600 34792.10 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 418 ITEM 0401.601/00010 LUMP SUM | 8900.0000 8900.00| 20000.0000 20000.00| 8657.6600 8657.66 | | | ARCHITECTURAL SURFACE 2270.00 | | | TREATMENT SQ FT | | | LINE 419 ITEM 0401.603/00015 | 2.0000 4540.00| 2.0000 4540.00| 1.0000 2270.00 | | | ORNAMENTAL METAL RAILING TYPE 145.00 | | | S-2 LIN FT | | | LINE 420 ITEM 2402.583/00072 | 65.0000 9425.00| 40.0000 5800.00| 40.0000 5800.00 | | | EXPANSION JOINT DEVICES TYPE 76.00 | | | 4 LIN FT | | | LINE 421 ITEM 2402.591/00400 | 75.0000 5700.00| 70.0000 5320.00| 45.0000 3420.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 38 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | BEARING ASSEMBLY 14.00 | | | LINE 422 ITEM 2402.595/00010 EACH | 360.0000 5040.00| 500.0000 7000.00| 400.0000 5600.00 | | | CONCRETE OVERLAY TYPE SPECIAL 1980.00 | | | LINE 423 ITEM 2404.501/00100 SQ FT | 2.7500 5445.00| 1.5000 2970.00| 2.0000 3960.00 | | | PRESTRESSED CONCRETE BEAMS 36 511.00 | | | LINE 424 ITEM 2405.502/00036 LIN FT | 60.7000 31017.70| 55.0000 28105.00| 54.0000 27594.00 | | | DIAPHRAGMS FOR TYPE 36 PREST 33.00 | | | BEAMS LIN FT | | | LINE 425 ITEM 2405.511/00360 | 40.0000 1320.00| 25.0000 825.00| 40.0000 1320.00 | | | STEEL H-PILING DRIVEN 10" 2830.00 | | | LINE 426 ITEM 2452.510/01000 LIN FT | 2.0000 5660.00| 2.0000 5660.00| 1.0000 2830.00 | | | STEEL H-PILING DELIVERED 10" 2830.00 | | | LINE 427 ITEM 2452.511/01000 LIN FT | 13.5000 38205.00| 6.0000 16980.00| 14.0000 39620.00 | | | STEEL H-TEST PILE 55 FT LONG 4.00 | | | 10" EACH | | | LINE 428 ITEM 2452.520/01055 | 1900.0000 7600.00| 4000.0000 16000.00| 1650.0000 6600.00 | | | PILE TIP PROTECTION 10" 62.00 | | | LINE 429 ITEM 0452.602/00010 EACH | 80.0000 4960.00| 60.0000 3720.00| 75.0000 4650.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 430 ITEM 0502.603/02910 LUMP SUM | 1040.0000 1040.00| 1000.0000 1000.00| 1250.0000 1250.00 | | | CONCRETE SLOPE PAVING 63.00 | | | LINE 431 ITEM 2514.501/00010 SQ YD | 33.0000 2079.00| 40.0000 2520.00| 22.0000 1386.00 | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 432 ITEM 2545.509/00011 LUMP SUM | 2390.0000 2390.00| 1335.0000 1335.00| 1335.0000 1335.00 | | | ** SECTION TOTALS ** | $325,415.20| $287,567.25| $299,314.76 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 008 | | | | | | STRUCTURE CONCRETE (1A43) 134.00 | | | LINE 433 ITEM 2401.501/01143 CU YD | 200.0000 26800.00| 200.0000 26800.00| 225.0000 30150.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 39 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STRUCTURE CONCRETE (3Y43) 252.00 | | | LINE 434 ITEM 2401.501/03643 CU YD | 250.0000 63000.00| 200.0000 50400.00| 225.0000 56700.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 2640.00 | | | LINE 435 ITEM 2401.512/03637 SQ FT | 5.3500 14124.00| 3.0000 7920.00| 4.0000 10560.00 | | | TYPE J RAILING CONCRETE 252.00 | | | (3Y46A) LIN FT | | | LINE 436 ITEM 2401.513/03647 | 30.0000 7560.00| 20.0000 5040.00| 25.0000 6300.00 | | | REINFORCEMENT BARS 14420.00 | | | LINE 437 ITEM 2401.541/00001 POUND | 0.4600 6633.20| 0.5000 7210.00| 0.3800 5479.60 | | | REINFORCEMENT BARS (EPOXY 52940.00 | | | COATED) POUND | | | LINE 438 ITEM 2401.541/00011 | 0.5400 28587.60| 0.5500 29117.00| 0.4600 24352.40 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 439 ITEM 0401.601/00010 LUMP SUM | 6700.0000 6700.00| 15000.0000 15000.00| 6206.4500 6206.45 | | | ARCHITECTURAL SURFACE 1965.00 | | | TREATMENT SQ FT | | | LINE 440 ITEM 0401.603/00015 | 2.0000 3930.00| 2.0000 3930.00| 1.0000 1965.00 | | | EXPANSION JOINT DEVICES TYPE 56.00 | | | 4 LIN FT | | | LINE 441 ITEM 2402.591/00400 | 75.0000 4200.00| 70.0000 3920.00| 45.0000 2520.00 | | | BEARING ASSEMBLY 8.00 | | | LINE 442 ITEM 2402.595/00010 EACH | 455.0000 3640.00| 500.0000 4000.00| 400.0000 3200.00 | | | CONCRETE OVERLAY TYPE SPECIAL 2305.00 | | | LINE 443 ITEM 2404.501/00100 SQ FT | 2.7500 6338.75| 1.5000 3457.50| 2.0000 4610.00 | | | PRESTRESSED CONCRETE BEAMS 387.00 | | | 45M LIN FT | | | LINE 444 ITEM 2405.502/00046 | 83.5000 32314.50| 75.0000 29025.00| 72.0000 27864.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 40 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | DIAPHRAGMS FOR TYPE 45M PREST 42.00 | | | BEAMS LIN FT | | | LINE 445 ITEM 2405.511/00451 | 45.0000 1890.00| 25.0000 1050.00| 40.0000 1680.00 | | | STEEL H-PILING DRIVEN 10" 3180.00 | | | LINE 446 ITEM 2452.510/01000 LIN FT | 2.0000 6360.00| 1.0000 3180.00| 1.0000 3180.00 | | | STEEL H-PILING DELIVERED 10" 3180.00 | | | LINE 447 ITEM 2452.511/01000 LIN FT | 13.5000 42930.00| 6.0000 19080.00| 14.0000 44520.00 | | | STEEL H-TEST PILE 70 FT LONG 4.00 | | | 10" EACH | | | LINE 448 ITEM 2452.520/01070 | 2500.0000 10000.00| 5000.0000 20000.00| 2100.0000 8400.00 | | | PILE TIP PROTECTION 10" 57.00 | | | LINE 449 ITEM 0452.602/00010 EACH | 80.0000 4560.00| 60.0000 3420.00| 75.0000 4275.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 450 ITEM 0502.603/02910 LUMP SUM | 1350.0000 1350.00| 1000.0000 1000.00| 1250.0000 1250.00 | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 451 ITEM 2545.509/00011 LUMP SUM | 2150.0000 2150.00| 1548.0000 1548.00| 1548.0000 1548.00 | | | ** SECTION TOTALS ** | $273,068.05| $235,097.50| $244,760.45 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 009 | | | | | | STRUCTURE CONCRETE (1A43) 546.00 | | | LINE 452 ITEM 2401.501/01143 CU YD | 180.0000 98280.00| 200.0000 109200.00| 225.0000 122850.00 | | | STRUCTURE CONCRETE (3Y43) 766.00 | | | LINE 453 ITEM 2401.501/03643 CU YD | 250.0000 191500.00| 200.0000 153200.00| 225.0000 172350.00 | | | BRIDGE SLAB CONCRETE (3Y36A) 10835.00 | | | LINE 454 ITEM 2401.512/03637 SQ FT | 5.0000 54175.00| 3.0000 32505.00| 4.0000 43340.00 | | | TYPE J RAILING CONCRETE 285.00 | | | (3Y46A) LIN FT | | | LINE 455 ITEM 2401.513/03647 | 30.0000 8550.00| 20.0000 5700.00| 25.0000 7125.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 41 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | MEDIAN BARRIER CONCRETE 97.00 | | | (3Y46A) LIN FT | | | LINE 456 ITEM 2401.514/03647 | 30.0000 2910.00| 30.0000 2910.00| 30.0000 2910.00 | | | RAISED MEDIAN CONCRETE 882.00 | | | (3Y46A) SQ FT | | | LINE 457 ITEM 2401.516/03647 | 3.7500 3307.50| 2.0000 1764.00| 2.0000 1764.00 | | | REINFORCEMENT BARS 36980.00 | | | LINE 458 ITEM 2401.541/00001 POUND | 0.4600 17010.80| 0.5000 18490.00| 0.3800 14052.40 | | | REINFORCEMENT BARS (EPOXY 182290.00 | | | COATED) POUND | | | LINE 459 ITEM 2401.541/00011 | 0.5400 98436.60| 0.5500 100259.50| 0.4600 83853.40 | | | STRUCTURE EXCAVATION 1.00 | | | LINE 460 ITEM 0401.601/00010 LUMP SUM | 27300.0000 27300.00| 20000.0000 20000.00| 8294.1400 8294.14 | | | ARCHITECTURAL SURFACE 5557.00 | | | TREATMENT SQ FT | | | LINE 461 ITEM 0401.603/00015 | 2.0000 11114.00| 2.0000 11114.00| 1.0000 5557.00 | | | EXPANSION JOINT DEVICES TYPE 222.00 | | | 4 LIN FT | | | LINE 462 ITEM 2402.591/00400 | 75.0000 16650.00| 70.0000 15540.00| 45.0000 9990.00 | | | BEARING ASSEMBLY 26.00 | | | LINE 463 ITEM 2402.595/00010 EACH | 425.0000 11050.00| 500.0000 13000.00| 400.0000 10400.00 | | | CONCRETE OVERLAY TYPE SPECIAL 9545.00 | | | LINE 464 ITEM 2404.501/00100 SQ FT | 2.2500 21476.25| 2.0000 19090.00| 2.0000 19090.00 | | | PRESTRESSED CONCRETE BEAMS 1189.00 | | | 54M LIN FT | | | LINE 465 ITEM 2405.502/00055 | 87.8000 104394.20| 80.0000 95120.00| 77.0000 91553.00 | | | DIAPHRAGMS FOR TYPE 54M PREST 103.00 | | | BEAMS LIN FT | | | LINE 466 ITEM 2405.511/00541 | 55.0000 5665.00| 30.0000 3090.00| 50.0000 5150.00 | | | ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 42 ================================================================================================================================== | |( 1) J270 |( 2) L550 |ENGINEER'S ESTIMATE |JOHNSON BROTHERS CORP |LUNDA CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | STEEL H-PILING DRIVEN 10" 8550.00 | | | LINE 467 ITEM 2452.510/01000 LIN FT | 2.0000 17100.00| 2.5000 21375.00| 1.0000 8550.00 | | | STEEL H-PILING DELIVERED 10" 8550.00 | | | LINE 468 ITEM 2452.511/01000 LIN FT | 13.5000 115425.00| 8.0000 68400.00| 14.0000 119700.00 | | | STEEL H-TEST PILE 60 FT LONG 6.00 | | | 10" EACH | | | LINE 469 ITEM 2452.520/01060 | 2100.0000 12600.00| 5000.0000 30000.00| 1800.0000 10800.00 | | | PILE TIP PROTECTION 10" 177.00 | | | LINE 470 ITEM 0452.602/00010 EACH | 80.0000 14160.00| 75.0000 13275.00| 75.0000 13275.00 | | | DRAINAGE SYSTEM TYPE (B910) 1.00 | | | LINE 471 ITEM 0502.603/02910 LUMP SUM | 2240.0000 2240.00| 1500.0000 1500.00| 2062.5000 2062.50 | | | CONDUIT SYSTEM (LIGHTING) 1.00 | | | LINE 472 ITEM 2545.509/00011 LUMP SUM | 3130.0000 3130.00| 1868.0000 1868.00| 1868.0000 1868.00 | | | ** SECTION TOTALS ** | $836,474.35| $737,400.50| $754,534.44 ---------------------------------------------------------------------------------------------------------------------------------- ** JOB TOTALS ** | $23,040,349.64| $21,821,291.14| $21,920,010.26 ==================================================================================================================================


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 43 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | | | | SECTION 001 | | | | | | LINE 001 1.00 LUMP SUM | 20000.0000 20000.00| 24000.0000 24000.00| 28000.0000 28000.00 LINE 002 1.00 LUMP SUM | 7500.0000 7500.00| 5000.0000 5000.00| 12250.0000 12250.00 LINE 003 2.00 EACH | 2500.0000 5000.00| 350.0000 700.00| 1425.0000 2850.00 LINE 004 1.00 LUMP SUM | 2500.0000 2500.00| 2500.0000 2500.00| 5500.0000 5500.00 LINE 005 1.00 LUMP SUM | 850000.0000 850000.00| 603741.0000 603741.00| 1000000.0000 1000000.00 LINE 006 1.00 EACH | 15000.0000 15000.00| 17000.0000 17000.00| 40000.0000 40000.00 LINE 007 1.00 EACH | 12000.0000 12000.00| 7500.0000 7500.00| 35000.0000 35000.00 LINE 008 11250.00 HOUR | 1.5000 16875.00| 0.8000 9000.00| 1.0000 11250.00 LINE 009 1.70 ACRE | 1000.0000 1700.00| 1000.0000 1700.00| 5500.0000 9350.00 LINE 010 153.00 TREE | 40.0000 6120.00| 37.2000 5691.60| 125.0000 19125.00 LINE 011 1.70 ACRE | 1000.0000 1700.00| 1000.0000 1700.00| 1463.0000 2487.10 LINE 012 153.00 TREE | 40.0000 6120.00| 37.2000 5691.60| 150.0000 22950.00 LINE 013 1400.00 SQ FT | 2.5000 3500.00| 2.0000 2800.00| 3.5000 4900.00 LINE 014 1862.00 LIN FT | 3.0000 5586.00| 3.0000 5586.00| 7.0000 13034.00 LINE 015 852.00 LIN FT | 4.5000 3834.00| 4.0000 3408.00| 6.5000 5538.00 LINE 016 4189.00 LIN FT | 8.0000 33512.00| 8.0000 33512.00| 12.5000 52362.50 LINE 017 536.00 LIN FT | 6.0000 3216.00| 6.0000 3216.00| 4.7500 2546.00 LINE 018 13525.00 LIN FT | 1.0000 13525.00| 0.9000 12172.50| 3.7500 50718.75 LINE 019 230.00 LIN FT | 18.0000 4140.00| 17.5500 4036.50| 9.0000 2070.00 LINE 020 2597.00 LIN FT | 1.0000 2597.00| 1.0000 2597.00| 2.5000 6492.50 LINE 021 170.00 LIN FT | 2.7500 467.50| 2.5500 433.50| 2.5000 425.00 LINE 022 2630.00 LIN FT | 1.0000 2630.00| 0.8500 2235.50| 0.5000 1315.00 LINE 023 3980.00 LIN FT | 1.2500 4975.00| 1.1000 4378.00| 1.7500 6965.00 LINE 024 274.00 LIN FT | 11.2500 3082.50| 11.1600 3057.84| 6.2500 1712.50 LINE 025 1090.00 SQ YD | 3.0000 3270.00| 3.0000 3270.00| 6.5000 7085.00 LINE 026 104.00 SQ YD | 9.0000 936.00| 9.0000 936.00| 6.7500 702.00 LINE 027 2935.00 SQ YD | 1.2500 3668.75| 1.1500 3375.25| 12.0000 35220.00 LINE 028 1833.00 SQ YD | 0.7500 1374.75| 0.6500 1191.45| 5.0000 9165.00 LINE 029 39.00 SQ YD | 9.0000 351.00| 9.0000 351.00| 7.2500 282.75 LINE 030 1116.00 SQ YD | 5.0000 5580.00| 4.8500 5412.60| 12.5000 13950.00 LINE 031 140.00 SQ YD | 5.0000 700.00| 4.8500 679.00| 5.0000 700.00 LINE 032 70404.00 SQ YD | 2.0000 140808.00| 1.8600 130951.44| 1.7500 123207.00 LINE 033 10.00 EACH | 50.0000 500.00| 50.0000 500.00| 180.0000 1800.00 LINE 034 23.00 EACH | 50.0000 1150.00| 50.0000 1150.00| 74.0000 1702.00 LINE 035 3.00 EACH | 200.0000 600.00| 200.0000 600.00| 240.0000 720.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 44 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 036 1.00 EACH | 1500.0000 1500.00| 1000.0000 1000.00| 300.0000 300.00 LINE 037 1.00 EACH | 600.0000 600.00| 550.0000 550.00| 200.0000 200.00 LINE 038 1.00 EACH | 1000.0000 1000.00| 1000.0000 1000.00| 2500.0000 2500.00 LINE 039 2.00 EACH | 2500.0000 5000.00| 2400.0000 4800.00| 5000.0000 10000.00 LINE 040 82.00 EACH | 200.0000 16400.00| 200.0000 16400.00| 150.0000 12300.00 LINE 041 1.00 EACH | 300.0000 300.00| 400.0000 400.00| 180.0000 180.00 LINE 042 8.00 EACH | 2000.0000 16000.00| 2532.0000 20256.00| 190.0000 1520.00 LINE 043 14.00 EACH | 50.0000 700.00| 50.0000 700.00| 100.0000 1400.00 LINE 044 46.00 EACH | 150.0000 6900.00| 150.0000 6900.00| 115.0000 5290.00 LINE 045 169.00 LIN FT | 3.5000 591.50| 3.5000 591.50| 5.0000 845.00 LINE 046 3673.00 LIN FT | 4.2500 15610.25| 4.2500 15610.25| 6.5000 23874.50 LINE 047 266.00 LIN FT | 10.0000 2660.00| 10.0000 2660.00| 6.0000 1596.00 LINE 048 1091.00 LIN FT | 11.2500 12273.75| 2.7500 3000.25| 2.5000 2727.50 LINE 049 16.00 EACH | 100.0000 1600.00| 100.0000 1600.00| 65.0000 1040.00 LINE 050 3.00 EACH | 250.0000 750.00| 250.0000 750.00| 190.0000 570.00 LINE 051 1.00 EACH | 225.0000 225.00| 200.0000 200.00| 95.0000 95.00 LINE 052 55.00 EACH | 175.0000 9625.00| 165.0000 9075.00| 130.0000 7150.00 LINE 053 1.00 EACH | 3200.0000 3200.00| 3160.0000 3160.00| 4000.0000 4000.00 LINE 054 4.00 EACH | 110.0000 440.00| 107.0000 428.00| 110.0000 440.00 LINE 055 1.00 EACH | 200.0000 200.00| 200.0000 200.00| 190.0000 190.00 LINE 056 1.00 EACH | 100.0000 100.00| 80.0000 80.00| 25.0000 25.00 LINE 057 1.00 EACH | 100.0000 100.00| 80.0000 80.00| 50.0000 50.00 LINE 058 1.00 EACH | 300.0000 300.00| 300.0000 300.00| 185.0000 185.00 LINE 059 2.00 EACH | 200.0000 400.00| 200.0000 400.00| 60.0000 120.00 LINE 060 1.00 EACH | 300.0000 300.00| 300.0000 300.00| 215.0000 215.00 LINE 061 1.00 LUMP SUM | 800.0000 800.00| 800.0000 800.00| 7500.0000 7500.00 LINE 062 193412.00 CU YD | 2.1500 415835.80| 2.1400 413901.68| 2.2000 425506.40 LINE 063 76447.00 CU YD | 2.1500 164361.05| 2.1400 163596.58| 2.2000 168183.40 LINE 064 18734.00 CU YD | 5.0000 93670.00| 4.9700 93107.98| 5.0000 93670.00 LINE 065 16520.00 CU YD | 5.0000 82600.00| 4.9700 82104.40| 5.0000 82600.00 LINE 066 12712.00 CU YD | 5.0000 63560.00| 4.9700 63178.64| 5.0000 63560.00 LINE 067 369912.00 CU YD | 3.6000 1331683.20| 3.5500 1313187.60| 3.6000 1331683.20 LINE 068 400.00 M GAL | 10.0000 4000.00| 10.0000 4000.00| 10.5000 4200.00 LINE 069 40000.00 GALLON | 0.4500 18000.00| 0.4500 18000.00| 1.0000 40000.00 LINE 070 17018.00 TON | 4.5000 76581.00| 4.4000 74879.20| 5.2500 89344.50 LINE 071 14641.00 TON | 4.5000 65884.50| 4.4000 64420.40| 6.7500 98826.75 LINE 072 423.00 TON | 4.5000 1903.50| 4.4000 1861.20| 8.0000 3384.00 LINE 073 6500.00 SQ YD | 2.0000 13000.00| 1.9600 12740.00| 1.0000 6500.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 45 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 074 10197.00 SQ YD | 11.5000 117265.50| 11.4600 116857.62| 9.0000 91773.00 LINE 075 4727.00 SQ YD | 15.0000 70905.00| 14.9000 70432.30| 13.5000 63814.50 LINE 076 3317.00 CU YD | 52.0000 172484.00| 51.7000 171488.90| 60.0000 199020.00 LINE 077 2122.00 POUND | 2.6500 5623.30| 2.6500 5623.30| 0.9000 1909.80 LINE 078 505.00 LIN FT | 2.7500 1388.75| 2.7500 1388.75| 5.0000 2525.00 LINE 079 8878.00 EACH | 3.0000 26634.00| 2.9200 25923.76| 4.2500 37731.50 LINE 080 2390.00 SQ YD | 70.0000 167300.00| 68.5000 163715.00| 55.0000 131450.00 LINE 081 1385.00 LIN FT | 23.5000 32547.50| 23.5000 32547.50| 23.0000 31855.00 LINE 082 86.00 LIN FT | 25.0000 2150.00| 25.0000 2150.00| 20.0000 1720.00 LINE 083 16073.00 TON | 25.2500 405843.25| 25.2500 405843.25| 25.0000 401825.00 LINE 084 402.00 TON | 1.0000 402.00| 1.0000 402.00| 2.0000 804.00 LINE 085 40193.00 TON | 1.0000 40193.00| 0.8700 34967.91| 0.4500 18086.85 LINE 086 188.00 TON | 60.0000 11280.00| 60.0000 11280.00| 16.0000 3008.00 LINE 087 4004.00 TON | 22.2500 89089.00| 22.2500 89089.00| 22.0000 88088.00 LINE 088 2220.00 TON | 29.5000 65490.00| 29.3500 65157.00| 29.0000 64380.00 LINE 089 2299.00 TON | 22.2500 51152.75| 22.2500 51152.75| 22.0000 50578.00 LINE 090 6661.00 TON | 29.5000 196499.50| 29.3500 195500.35| 29.0000 193169.00 LINE 091 7452.00 TON | 21.0000 156492.00| 20.9500 156119.40| 21.0000 156492.00 LINE 092 17369.00 TON | 21.0000 364749.00| 20.9500 363880.55| 21.0000 364749.00 LINE 093 9946.00 GALLON | 1.0000 9946.00| 1.0000 9946.00| 1.0000 9946.00 LINE 094 32890.00 SQ FT | 3.5000 115115.00| 3.1500 103603.50| 7.5000 246675.00 LINE 095 330.00 LIN FT | 29.0000 9570.00| 44.2000 14586.00| 36.0000 11880.00 LINE 096 1994.00 CU YD | 150.0000 299100.00| 119.0000 237286.00| 225.0000 448650.00 LINE 097 2424.00 CU YD | 200.0000 484800.00| 251.0000 608424.00| 725.0000 1757400.00 LINE 098 410.00 CU YD | 250.0000 102500.00| 587.0000 240670.00| 675.0000 276750.00 LINE 099 1.00 EACH | 20000.0000 20000.00| 23500.0000 23500.00| 25000.0000 25000.00 LINE 100 29426.00 CU YD | 2.1500 63265.90| 2.1400 62971.64| 8.2500 242764.50 LINE 101 142.00 CU YD | 85.0000 12070.00| 85.0000 12070.00| 25.0000 3550.00 LINE 102 122850.00 POUND | 0.4300 52825.50| 0.4800 58968.00| 1.0000 122850.00 LINE 103 354890.00 POUND | 0.5100 180993.90| 0.5400 191640.60| 1.0000 354890.00 LINE 104 64.00 EACH | 5.0000 320.00| 8.0000 512.00| 102.0000 6528.00 LINE 105 72.00 EACH | 6.5000 468.00| 10.0000 720.00| 102.0000 7344.00 LINE 106 1.00 LUMP SUM | 35000.0000 35000.00| 12513.6000 12513.60| 12000.0000 12000.00 LINE 107 1.00 LUMP SUM | 55000.0000 55000.00| 16005.0000 16005.00| 16000.0000 16000.00 LINE 108 1.00 LUMP SUM | 15000.0000 15000.00| 10476.0000 10476.00| 10000.0000 10000.00 LINE 109 1.00 LUMP SUM | 13000.0000 13000.00| 9700.0000 9700.00| 10000.0000 10000.00 LINE 110 20558.00 CU YD | 5.8500 120264.30| 5.8500 120264.30| 7.0000 143906.00 LINE 111 110.00 CU YD | 12.0000 1320.00| 12.0000 1320.00| 7.0000 770.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 46 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 112 4800.00 SQ FT | 0.0100 48.00| 1.0000 4800.00| 216.0000 1036800.00 LINE 113 3.00 EACH | 290.0000 870.00| 290.0000 870.00| 250.0000 750.00 LINE 114 1.00 EACH | 325.0000 325.00| 325.0000 325.00| 250.0000 250.00 LINE 115 1.00 EACH | 1000.0000 1000.00| 990.0000 990.00| 366.0000 366.00 LINE 116 1.00 EACH | 175.0000 175.00| 175.0000 175.00| 100.0000 100.00 LINE 117 2783.00 LIN FT | 8.0000 22264.00| 8.0400 22375.32| 2.0000 5566.00 LINE 118 26816.00 LIN FT | 7.0000 187712.00| 7.0500 189052.80| 2.5000 67040.00 LINE 119 22.00 EACH | 55.0000 1210.00| 55.0000 1210.00| 71.0000 1562.00 LINE 120 264.00 LIN FT | 15.0000 3960.00| 14.5000 3828.00| 9.7500 2574.00 LINE 121 639.00 LIN FT | 27.5000 17572.50| 27.5000 17572.50| 18.5000 11821.50 LINE 122 4.00 LIN FT | 38.0000 152.00| 38.2500 153.00| 10.0000 40.00 LINE 123 16.00 LIN FT | 36.0000 576.00| 35.7500 572.00| 24.0000 384.00 LINE 124 45.00 LIN FT | 100.0000 4500.00| 98.0000 4410.00| 40.0000 1800.00 LINE 125 3609.00 LIN FT | 23.0000 83007.00| 22.2500 80300.25| 15.0000 54135.00 LINE 126 151.00 LIN FT | 22.0000 3322.00| 22.2500 3359.75| 17.0000 2567.00 LINE 127 86.00 LIN FT | 22.0000 1892.00| 22.2500 1913.50| 15.0000 1290.00 LINE 128 116.00 LIN FT | 22.0000 2552.00| 22.2500 2581.00| 16.0000 1856.00 LINE 129 874.00 LIN FT | 25.0000 21850.00| 24.7500 21631.50| 19.0000 16606.00 LINE 130 328.00 LIN FT | 25.0000 8200.00| 24.7500 8118.00| 21.0000 6888.00 LINE 131 87.00 LIN FT | 25.0000 2175.00| 24.7500 2153.25| 18.5000 1609.50 LINE 132 435.00 LIN FT | 28.0000 12180.00| 27.8000 12093.00| 20.5000 8917.50 LINE 133 226.00 LIN FT | 28.0000 6328.00| 27.8000 6282.80| 20.0000 4520.00 LINE 134 164.00 LIN FT | 28.0000 4592.00| 27.8000 4559.20| 18.7500 3075.00 LINE 135 146.00 LIN FT | 34.0000 4964.00| 33.5500 4898.30| 22.0000 3212.00 LINE 136 200.00 LIN FT | 34.0000 6800.00| 33.5500 6710.00| 18.0000 3600.00 LINE 137 24.00 LIN FT | 39.0000 936.00| 38.5000 924.00| 19.2000 460.80 LINE 138 92.00 LIN FT | 38.5000 3542.00| 38.5000 3542.00| 25.0000 2300.00 LINE 139 181.00 LIN FT | 46.0000 8326.00| 45.7500 8280.75| 22.0000 3982.00 LINE 140 300.00 LIN FT | 50.0000 15000.00| 49.7500 14925.00| 32.0000 9600.00 LINE 141 117.00 LIN FT | 50.0000 5850.00| 49.7500 5820.75| 29.5000 3451.50 LINE 142 656.00 LIN FT | 95.0000 62320.00| 93.0000 61008.00| 38.5000 25256.00 LINE 143 122.00 LIN FT | 75.0000 9150.00| 75.3500 9192.70| 29.5000 3599.00 LINE 144 258.00 LIN FT | 100.0000 25800.00| 99.7500 25735.50| 55.0000 14190.00 LINE 145 549.00 LIN FT | 115.0000 63135.00| 117.5000 64507.50| 68.7500 37743.75 LINE 146 371.00 LIN FT | 125.0000 46375.00| 126.0000 46746.00| 92.5000 34317.50 LINE 147 65.00 LIN FT | 110.0000 7150.00| 108.2500 7036.25| 47.0000 3055.00 LINE 148 466.00 LIN FT | 120.0000 55920.00| 119.0000 55454.00| 85.5000 39843.00 LINE 149 264.00 LIN FT | 200.0000 52800.00| 195.6500 51651.60| 102.0000 26928.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 47 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 150 249.00 LIN FT | 40.0000 9960.00| 40.0000 9960.00| 13.0000 3237.00 LINE 151 19.00 EACH | 550.0000 10450.00| 550.0000 10450.00| 150.0000 2850.00 LINE 152 1.00 EACH | 300.0000 300.00| 300.0000 300.00| 300.0000 300.00 LINE 153 3.00 EACH | 1300.0000 3900.00| 1280.0000 3840.00| 1140.0000 3420.00 LINE 154 1.00 EACH | 175.0000 175.00| 175.0000 175.00| 150.0000 150.00 LINE 155 9.00 EACH | 50.0000 450.00| 40.0000 360.00| 31.0000 279.00 LINE 156 3.00 EACH | 1600.0000 4800.00| 1595.0000 4785.00| 750.0000 2250.00 LINE 157 2.00 EACH | 450.0000 900.00| 450.0000 900.00| 350.0000 700.00 LINE 158 1.00 EACH | 575.0000 575.00| 565.0000 565.00| 500.0000 500.00 LINE 159 1.00 EACH | 1650.0000 1650.00| 1650.0000 1650.00| 1750.0000 1750.00 LINE 160 9.00 EACH | 100.0000 900.00| 95.0000 855.00| 120.0000 1080.00 LINE 161 275.00 LIN FT | 14.0000 3850.00| 13.8000 3795.00| 10.0000 2750.00 LINE 162 59.00 LIN FT | 25.0000 1475.00| 24.0000 1416.00| 15.0000 885.00 LINE 163 198.00 LIN FT | 30.0000 5940.00| 28.0000 5544.00| 18.0000 3564.00 LINE 164 972.00 LIN FT | 30.0000 29160.00| 29.0000 28188.00| 19.0000 18468.00 LINE 165 53.00 SQ YD | 10.0000 530.00| 10.0000 530.00| 7.0000 371.00 LINE 166 3500.00 POUND | 3.7500 13125.00| 3.6500 12775.00| 1.0000 3500.00 LINE 167 359.00 LIN FT | 130.0000 46670.00| 130.0000 46670.00| 162.0000 58158.00 LINE 168 289.00 LIN FT | 130.0000 37570.00| 130.0000 37570.00| 150.0000 43350.00 LINE 169 11.00 LIN FT | 130.0000 1430.00| 130.0000 1430.00| 130.0000 1430.00 LINE 170 225.00 LIN FT | 105.0000 23625.00| 102.0000 22950.00| 150.0000 33750.00 LINE 171 90.00 LIN FT | 105.0000 9450.00| 105.0000 9450.00| 150.0000 13500.00 LINE 172 70.00 LIN FT | 135.0000 9450.00| 135.0000 9450.00| 100.0000 7000.00 LINE 173 18.00 LIN FT | 275.0000 4950.00| 275.0000 4950.00| 200.0000 3600.00 LINE 174 8.00 LIN FT | 275.0000 2200.00| 275.0000 2200.00| 200.0000 1600.00 LINE 175 6.00 LIN FT | 350.0000 2100.00| 345.0000 2070.00| 235.0000 1410.00 LINE 176 7.00 LIN FT | 525.0000 3675.00| 530.0000 3710.00| 290.0000 2030.00 LINE 177 7.00 LIN FT | 450.0000 3150.00| 440.0000 3080.00| 305.0000 2135.00 LINE 178 7.00 LIN FT | 575.0000 4025.00| 575.0000 4025.00| 310.0000 2170.00 LINE 179 8.00 LIN FT | 700.0000 5600.00| 695.0000 5560.00| 400.0000 3200.00 LINE 180 8.00 LIN FT | 750.0000 6000.00| 755.0000 6040.00| 430.0000 3440.00 LINE 181 8.00 LIN FT | 850.0000 6800.00| 865.0000 6920.00| 460.0000 3680.00 LINE 182 32.00 LIN FT | 150.0000 4800.00| 140.0000 4480.00| 200.0000 6400.00 LINE 183 184.00 EACH | 275.0000 50600.00| 275.0000 50600.00| 285.0000 52440.00 LINE 184 16.00 EACH | 100.0000 1600.00| 100.0000 1600.00| 100.0000 1600.00 LINE 185 14.00 EACH | 175.0000 2450.00| 175.0000 2450.00| 150.0000 2100.00 LINE 186 5.00 EACH | 500.0000 2500.00| 500.0000 2500.00| 240.0000 1200.00 LINE 187 5.00 EACH | 300.0000 1500.00| 300.0000 1500.00| 250.0000 1250.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 48 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 188 6.00 CU YD | 50.0000 300.00| 40.0000 240.00| 35.0000 210.00 LINE 189 6672.00 SQ FT | 1.5000 10008.00| 1.5000 10008.00| 1.5000 10008.00 LINE 190 39643.00 SQ FT | 1.5000 59464.50| 1.5500 61446.65| 1.7500 69375.25 LINE 191 18392.00 SQ FT | 2.0000 36784.00| 1.9500 35864.40| 2.1500 39542.80 LINE 192 6062.00 SQ FT | 1.2500 7577.50| 1.2500 7577.50| 2.5000 15155.00 LINE 193 735.00 LIN FT | 10.0000 7350.00| 9.5000 6982.50| 7.0000 5145.00 LINE 194 1575.00 LIN FT | 9.0000 14175.00| 8.7500 13781.25| 6.0000 9450.00 LINE 195 6244.00 LIN FT | 6.7500 42147.00| 6.7500 42147.00| 6.7500 42147.00 LINE 196 23806.00 LIN FT | 6.2500 148787.50| 6.1500 146406.90| 6.4000 152358.40 LINE 197 246.00 SQ YD | 22.0000 5412.00| 21.5000 5289.00| 24.0000 5904.00 LINE 198 64.00 SQ YD | 25.0000 1600.00| 64.5000 4128.00| 28.0000 1792.00 LINE 199 289.00 LIN FT | 20.0000 5780.00| 20.0000 5780.00| 12.0000 3468.00 LINE 200 4052.00 LIN FT | 17.0000 68884.00| 17.0000 68884.00| 21.0000 85092.00 LINE 201 743.00 LIN FT | 28.0000 20804.00| 28.0000 20804.00| 15.0000 11145.00 LINE 202 296.00 LIN FT | 60.0000 17760.00| 60.0000 17760.00| 40.0000 11840.00 LINE 203 196.00 LIN FT | 35.0000 6860.00| 34.5000 6762.00| 45.0000 8820.00 LINE 204 2122.00 LIN FT | 21.0000 44562.00| 20.7500 44031.50| 24.0000 50928.00 LINE 205 1091.00 LIN FT | 35.0000 38185.00| 24.0000 26184.00| 4.0000 4364.00 LINE 206 8000.00 LIN FT | 3.2500 26000.00| 1.6000 12800.00| 4.0000 32000.00 LINE 207 6230.00 LIN FT | 9.0000 56070.00| 6.5000 40495.00| 14.5000 90335.00 LINE 208 1.00 LUMP SUM | 3900.0000 3900.00| 3870.0000 3870.00| 2000.0000 2000.00 LINE 209 1.00 LUMP SUM | 2800.0000 2800.00| 2811.0000 2811.00| 3000.0000 3000.00 LINE 210 1.00 LUMP SUM | 3200.0000 3200.00| 3190.0000 3190.00| 2250.0000 2250.00 LINE 211 1.00 LUMP SUM | 2400.0000 2400.00| 2370.0000 2370.00| 2250.0000 2250.00 LINE 212 1.00 LUMP SUM | 1500.0000 1500.00| 1560.0000 1560.00| 1500.0000 1500.00 LINE 213 1.00 LUMP SUM | 2000.0000 2000.00| 1980.0000 1980.00| 2000.0000 2000.00 LINE 214 1.00 LUMP SUM | 2500.0000 2500.00| 2570.0000 2570.00| 2000.0000 2000.00 LINE 215 1.00 LUMP SUM | 2300.0000 2300.00| 2350.0000 2350.00| 2000.0000 2000.00 LINE 216 1.00 LUMP SUM | 3400.0000 3400.00| 3440.0000 3440.00| 2000.0000 2000.00 LINE 217 27.00 EACH | 1400.0000 37800.00| 1384.0000 37368.00| 1000.0000 27000.00 LINE 218 40.00 EACH | 1400.0000 56000.00| 1387.0000 55480.00| 1000.0000 40000.00 LINE 219 9.00 EACH | 1900.0000 17100.00| 1892.0000 17028.00| 1500.0000 13500.00 LINE 220 1.00 EACH | 1900.0000 1900.00| 1934.0000 1934.00| 1750.0000 1750.00 LINE 221 1.00 EACH | 2200.0000 2200.00| 2154.0000 2154.00| 1750.0000 1750.00 LINE 222 32.00 EACH | 1400.0000 44800.00| 1433.0000 45856.00| 1000.0000 32000.00 LINE 223 63.00 EACH | 300.0000 18900.00| 301.0000 18963.00| 250.0000 15750.00 LINE 224 320.00 LIN FT | 4.0000 1280.00| 4.1000 1312.00| 4.1000 1312.00 LINE 225 7090.00 LIN FT | 4.5000 31905.00| 4.5300 32117.70| 6.0000 42540.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 49 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 226 1435.00 LIN FT | 5.0000 7175.00| 5.1000 7318.50| 5.2500 7533.75 LINE 227 835.00 LIN FT | 7.5000 6262.50| 7.5100 6270.85| 10.7500 8976.25 LINE 228 60.00 LIN FT | 11.0000 660.00| 10.8000 648.00| 10.0000 600.00 LINE 229 865.00 LIN FT | 1.2500 1081.25| 1.2000 1038.00| 1.0000 865.00 LINE 230 28955.00 LIN FT | 0.6000 17373.00| 0.5800 16793.90| 0.5200 15056.60 LINE 231 1830.00 LIN FT | 0.3000 549.00| 0.3000 549.00| 0.2500 457.50 LINE 232 17830.00 LIN FT | 3.6500 65079.50| 3.6000 64188.00| 3.5000 62405.00 LINE 233 3.00 EACH | 1800.0000 5400.00| 1790.0000 5370.00| 1500.0000 4500.00 LINE 234 3.00 EACH | 400.0000 1200.00| 377.0000 1131.00| 500.0000 1500.00 LINE 235 8.00 EACH | 250.0000 2000.00| 246.0000 1968.00| 200.0000 1600.00 LINE 236 21.00 EACH | 325.0000 6825.00| 318.0000 6678.00| 325.0000 6825.00 LINE 237 1.00 EACH | 3800.0000 3800.00| 3831.0000 3831.00| 400.0000 400.00 LINE 238 10.00 EACH | 850.0000 8500.00| 816.0000 8160.00| 450.0000 4500.00 LINE 239 11.00 EACH | 575.0000 6325.00| 576.0000 6336.00| 350.0000 3850.00 LINE 240 6.00 EACH | 2375.0000 14250.00| 2372.0000 14232.00| 350.0000 2100.00 LINE 241 1.00 EACH | 225.0000 225.00| 212.0000 212.00| 500.0000 500.00 LINE 242 400.00 LIN FT | 22.0000 8800.00| 22.0000 8800.00| 20.0000 8000.00 LINE 243 3723.00 LIN FT | 9.5000 35368.50| 9.4000 34996.20| 10.0000 37230.00 LINE 244 3.00 EACH | 225.0000 675.00| 220.0000 660.00| 200.0000 600.00 LINE 245 14.00 EACH | 1000.0000 14000.00| 1020.0000 14280.00| 1000.0000 14000.00 LINE 246 282.00 EACH | 85.0000 23970.00| 85.0000 23970.00| 90.0000 25380.00 LINE 247 1.00 ASSEMBLY | 25000.0000 25000.00| 24750.0000 24750.00| 5500.0000 5500.00 LINE 248 1.00 ASSEMBLY | 25000.0000 25000.00| 24500.0000 24500.00| 21000.0000 21000.00 LINE 249 1.00 ASSEMBLY | 25000.0000 25000.00| 24500.0000 24500.00| 5000.0000 5000.00 LINE 250 1.00 ASSEMBLY | 25000.0000 25000.00| 24500.0000 24500.00| 5000.0000 5000.00 LINE 251 3.00 ASSEMBLY | 2500.0000 7500.00| 2000.0000 6000.00| 450.0000 1350.00 LINE 252 2819.00 LIN FT | 5.2500 14799.75| 5.8500 16491.15| 5.5000 15504.50 LINE 253 62.00 EACH | 68.2500 4231.50| 38.0000 2356.00| 55.0000 3410.00 LINE 254 12.00 EACH | 35.0000 420.00| 28.0000 336.00| 45.0000 540.00 LINE 255 850.00 LIN FT | 1.5000 1275.00| 2.5000 2125.00| 3.0000 2550.00 LINE 256 4677.00 LIN FT | 6.5000 30400.50| 6.6000 30868.20| 1.0000 4677.00 LINE 257 1.00 LUMP SUM | 250000.0000 250000.00| 263600.0000 263600.00| 325000.0000 325000.00 LINE 258 100.00 UNIT DAY | 300.0000 30000.00| 125.0000 12500.00| 175.0000 17500.00 LINE 259 500.00 EACH | 3.2500 1625.00| 2.6000 1300.00| 1.7500 875.00 LINE 260 120.00 EACH | 9.6500 1158.00| 18.4000 2208.00| 5.0000 600.00 LINE 261 90.00 EACH | 29.0000 2610.00| 28.6000 2574.00| 27.5000 2475.00 LINE 262 25.00 EACH | 27.0000 675.00| 21.5000 537.50| 22.0000 550.00 LINE 262A 1800.00 LIN FT | 58.0000 104400.00| 22.5000 40500.00| 57.3000 103140.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 50 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 263 43.30 CU YD | 380.0000 16454.00| 380.0000 16454.00| 300.0000 12990.00 LINE 264 62967.00 POUND | 1.0000 62967.00| 0.9700 61077.99| 1.0000 62967.00 LINE 265 46229.00 POUND | 1.0000 46229.00| 0.9700 44842.13| 1.0000 46229.00 LINE 266 1462.00 POUND | 1.0000 1462.00| 1.0700 1564.34| 1.0000 1462.00 LINE 267 4952.00 POUND | 1.0000 4952.00| 1.0700 5298.64| 1.0000 4952.00 LINE 268 8190.00 POUND | 1.0000 8190.00| 1.0700 8763.30| 1.0000 8190.00 LINE 269 3242.00 POUND | 1.2500 4052.50| 1.2400 4020.08| 1.0000 3242.00 LINE 270 476.00 SQ FT | 14.0000 6664.00| 13.7300 6535.48| 13.5000 6426.00 LINE 271 354.00 SQ FT | 16.0000 5664.00| 16.2800 5763.12| 18.0000 6372.00 LINE 272 442.00 SQ FT | 19.0000 8398.00| 18.9700 8384.74| 20.0000 8840.00 LINE 273 22.00 SQ FT | 18.0000 396.00| 18.0000 396.00| 18.0000 396.00 LINE 274 44.00 SQ FT | 18.0000 792.00| 18.0000 792.00| 22.5000 990.00 LINE 275 1773.00 SQ FT | 13.0000 23049.00| 12.7400 22588.02| 13.5000 23935.50 LINE 276 270.00 SQ FT | 10.0000 2700.00| 10.0500 2713.50| 7.5000 2025.00 LINE 277 24.00 EACH | 20.0000 480.00| 20.0000 480.00| 30.0000 720.00 LINE 278 19.00 EACH | 20.0000 380.00| 20.0000 380.00| 30.0000 570.00 LINE 279 11.00 EACH | 50.0000 550.00| 48.0000 528.00| 54.5000 599.50 LINE 280 6.00 EACH | 80.0000 480.00| 80.0000 480.00| 28.0000 168.00 LINE 281 9.00 EACH | 100.0000 900.00| 100.0000 900.00| 80.0000 720.00 LINE 282 6.00 EACH | 200.0000 1200.00| 200.0000 1200.00| 110.0000 660.00 LINE 283 2.00 EACH | 200.0000 400.00| 200.0000 400.00| 95.0000 190.00 LINE 284 2.00 EACH | 29000.0000 58000.00| 31670.0000 63340.00| 3300.0000 6600.00 LINE 285 30.00 LIN FT | 15.0000 450.00| 14.0000 420.00| 14.5000 435.00 LINE 286 9.00 LIN FT | 20.0000 180.00| 20.0000 180.00| 14.5000 130.50 LINE 287 42030.00 LIN FT | 0.0700 2942.10| 0.0600 2521.80| 0.0300 1260.90 LINE 288 19290.00 LIN FT | 0.0700 1350.30| 0.0600 1157.40| 0.0300 578.70 LINE 289 25570.00 LIN FT | 0.0700 1789.90| 0.0600 1534.20| 0.0300 767.10 LINE 290 879.00 SQ FT | 10.5000 9229.50| 10.4000 9141.60| 9.7500 8570.25 LINE 291 1400.00 SQ FT | 10.5000 14700.00| 10.4000 14560.00| 11.0000 15400.00 LINE 292 1.00 SIG SYS | 60000.0000 60000.00| 58340.0000 58340.00| 55000.0000 55000.00 LINE 293 400.00 EACH | 8.0000 3200.00| 8.0000 3200.00| 12.0000 4800.00 LINE 294 9580.00 LIN FT | 2.5000 23950.00| 2.4500 23471.00| 1.0000 9580.00 LINE 295 19.00 ACRE | 120.0000 2280.00| 120.0000 2280.00| 110.0000 2090.00 LINE 296 1419.00 POUND | 2.0000 2838.00| 2.0000 2838.00| 1.7500 2483.25 LINE 297 55020.00 SQ YD | 1.1500 63273.00| 1.1200 61622.40| 1.0000 55020.00 LINE 298 8707.00 SQ YD | 1.1500 10013.05| 1.1200 9751.84| 1.0000 8707.00 LINE 299 35.00 TON | 120.0000 4200.00| 120.0000 4200.00| 125.0000 4375.00 LINE 300 4.00 TON | 400.0000 1600.00| 400.0000 1600.00| 500.0000 2000.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 51 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 301 333.00 GALLON | 3.0000 999.00| 3.0000 999.00| 2.2500 749.25 LINE 302 17.00 ACRE | 50.0000 850.00| 50.0000 850.00| 35.0000 595.00 LINE 303 7.00 TON | 285.0000 1995.00| 285.0000 1995.00| 300.0000 2100.00 LINE 304 11935.00 LIN FT | 0.7500 8951.25| 0.7700 9189.95| 1.5000 17902.50 LINE 305 10375.00 LIN FT | 1.6000 16600.00| 1.4900 15458.75| 1.2500 12968.75 | | | ** SECTION TOTALS ** | $10,372,795.30| $10,079,053.64| $13,336,570.80 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 002 | | | | | | LINE 306 7.00 EACH | 300.0000 2100.00| 290.0000 2030.00| 0.0000 0.00 LINE 307 3537.00 LIN FT | 23.0000 81351.00| 22.2500 78698.25| 0.0000 0.00 LINE 308 1724.00 LIN FT | 25.0000 43100.00| 24.7500 42669.00| 0.0000 0.00 LINE 309 313.00 LIN FT | 28.0000 8764.00| 27.8000 8701.40| 0.0000 0.00 LINE 310 74.00 LIN FT | 38.0000 2812.00| 38.5000 2849.00| 0.0000 0.00 | | | ** SECTION TOTALS ** | $138,127.00| $134,947.65| ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 003 | | | | | | LINE 311 7.00 EACH | 0.0000 0.00| 0.0000 0.00| 60.0000 420.00 LINE 312 3541.00 LIN FT | 0.0000 0.00| 0.0000 0.00| 15.0000 53115.00 LINE 313 1724.00 LIN FT | 0.0000 0.00| 0.0000 0.00| 18.0000 31032.00 LINE 314 313.00 LIN FT | 0.0000 0.00| 0.0000 0.00| 20.0000 6260.00 LINE 315 74.00 LIN FT | 0.0000 0.00| 0.0000 0.00| 22.0000 1628.00 | | | ** SECTION TOTALS ** | | | $92,455.00 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 004 | | | | | | LINE 316 670.00 CU YD | 125.0000 83750.00| 104.0000 69680.00| 116.0000 77720.00 LINE 317 1379.00 CU YD | 175.0000 241325.00| 254.0000 350266.00| 172.0000 237188.00 LINE 318 19909.00 SQ FT | 4.7500 94567.75| 7.8000 155290.20| 7.0000 139363.00 LINE 319 524.00 LIN FT | 25.0000 13100.00| 24.8500 13021.40| 29.0000 15196.00 LINE 320 208.00 LIN FT | 35.0000 7280.00| 65.0000 13520.00| 46.0000 9568.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 52 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 321 2924.00 SQ FT | 2.0000 5848.00| 3.1000 9064.40| 4.0000 11696.00 LINE 322 10.00 CU YD | 100.0000 1000.00| 100.0000 1000.00| 25.0000 250.00 LINE 323 43210.00 POUND | 0.4300 18580.30| 0.4200 18148.20| 0.4500 19444.50 LINE 324 320580.00 POUND | 0.5100 163495.80| 0.4700 150672.60| 0.5500 176319.00 LINE 325 1.00 LUMP SUM | 20000.0000 20000.00| 39000.0000 39000.00| 315000.0000 315000.00 LINE 326 4819.00 SQ FT | 3.5000 16866.50| 3.1400 15131.66| 3.0000 14457.00 LINE 327 284.00 LIN FT | 65.0000 18460.00| 80.0000 22720.00| 75.0000 21300.00 LINE 328 48.00 EACH | 400.0000 19200.00| 509.0000 24432.00| 500.0000 24000.00 LINE 329 16048.00 SQ FT | 2.5000 40120.00| 2.5500 40922.40| 2.5500 40922.40 LINE 330 2342.00 LIN FT | 86.0000 201412.00| 83.5000 195557.00| 135.0000 316170.00 LINE 331 343.00 LIN FT | 55.5000 19036.50| 68.0000 23324.00| 45.0000 15435.00 LINE 332 1.00 LUMP SUM | 4100.0000 4100.00| 3000.0000 3000.00| 1800.0000 1800.00 LINE 333 386.00 SQ YD | 45.0000 17370.00| 53.0000 20458.00| 47.0000 18142.00 LINE 334 1.00 LUMP SUM | 3500.0000 3500.00| 3590.0000 3590.00| 5200.0000 5200.00 | | | ** SECTION TOTALS ** | $989,011.85| $1,168,797.86| $1,459,170.90 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 005 | | | | | | LINE 335 332.00 CU YD | 130.0000 43160.00| 130.0000 43160.00| 145.0000 48140.00 LINE 336 560.00 CU YD | 170.0000 95200.00| 250.0000 140000.00| 210.0000 117600.00 LINE 337 16082.00 SQ FT | 13.6000 218715.20| 12.7500 205045.50| 14.0000 225148.00 LINE 338 439.00 LIN FT | 25.0000 10975.00| 24.8500 10909.15| 29.0000 12731.00 LINE 339 162.00 LIN FT | 35.0000 5670.00| 65.0000 10530.00| 46.0000 7452.00 LINE 340 17.00 CU YD | 110.0000 1870.00| 100.0000 1700.00| 25.0000 425.00 LINE 341 21070.00 POUND | 0.4300 9060.10| 0.4200 8849.40| 0.4500 9481.50 LINE 342 309670.00 POUND | 0.5100 157931.70| 0.4700 145544.90| 0.5500 170318.50 LINE 343 1.00 LUMP SUM | 25000.0000 25000.00| 24800.0000 24800.00| 108000.0000 108000.00 LINE 344 2819.00 SQ FT | 3.5000 9866.50| 3.1500 8879.85| 3.0000 8457.00 LINE 345 207.00 LIN FT | 65.0000 13455.00| 82.0000 16974.00| 75.0000 15525.00 LINE 346 26.00 EACH | 400.0000 10400.00| 510.0000 13260.00| 550.0000 14300.00 LINE 347 15137.00 SQ FT | 2.6500 40113.05| 2.6500 40113.05| 2.6500 40113.05 LINE 348 1320.00 LIN FT | 1.5000 1980.00| 1.0000 1320.00| 3.8500 5082.00 LINE 349 1320.00 LIN FT | 10.0000 13200.00| 18.5000 24420.00| 12.0000 15840.00 LINE 350 6.00 EACH | 2300.0000 13800.00| 1000.0000 6000.00| 2200.0000 13200.00 LINE 351 1.00 EACH | 2400.0000 2400.00| 1100.0000 1100.00| 2300.0000 2300.00 LINE 352 74.00 EACH | 120.0000 8880.00| 1.0000 74.00| 78.0000 5772.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 53 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 353 1.00 LUMP SUM | 2750.0000 2750.00| 1650.0000 1650.00| 1000.0000 1000.00 LINE 354 879.00 SQ YD | 45.0000 39555.00| 49.5000 43510.50| 44.0000 38676.00 LINE 355 1.00 LUMP SUM | 2500.0000 2500.00| 1990.0000 1990.00| 7200.0000 7200.00 | | | ** SECTION TOTALS ** | $726,481.55| $749,830.35| $866,761.05 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 006 | | | | | | LINE 356 1.00 LUMP SUM | 5000.0000 5000.00| 2500.0000 2500.00| 12000.0000 12000.00 LINE 357 1629.00 CU YD | 120.0000 195480.00| 128.0000 208512.00| 295.0000 480555.00 LINE 358 700.00 CU YD | 110.0000 77000.00| 133.0000 93100.00| 325.0000 227500.00 LINE 359 5249.00 CU YD | 175.0000 918575.00| 250.0000 1312250.00| 475.0000 2493275.00 LINE 360 1017.00 SQ FT | 9.6000 9763.20| 8.0000 8136.00| 27.5000 27967.50 LINE 361 216079.00 SQ FT | 5.0000 1080395.00| 5.2500 1134414.75| 10.7500 2322849.25 LINE 362 3335.00 LIN FT | 25.0000 83375.00| 24.8500 82874.75| 20.0000 66700.00 LINE 363 105.00 LIN FT | 35.0000 3675.00| 50.0000 5250.00| 33.0000 3465.00 LINE 364 699.00 LIN FT | 35.0000 24465.00| 80.0000 55920.00| 35.1000 24534.90 LINE 365 910.00 LIN FT | 35.0000 31850.00| 65.0000 59150.00| 22.2500 20247.50 LINE 366 6454.00 SQ FT | 2.0000 12908.00| 2.8000 18071.20| 2.6000 16780.40 LINE 367 97150.00 POUND | 0.4300 41774.50| 0.4200 40803.00| 0.5500 53432.50 LINE 368 2419060.00 POUND | 0.5100 1233720.60| 0.4700 1136958.20| 0.6700 1620770.20 LINE 369 1.00 LUMP SUM | 130000.0000 130000.00| 42500.0000 42500.00| 475000.0000 475000.00 LINE 370 1.00 LUMP SUM | 120000.0000 120000.00| 50000.0000 50000.00| 302000.0000 302000.00 LINE 371 1.00 LUMP SUM | 120000.0000 120000.00| 44000.0000 44000.00| 295000.0000 295000.00 LINE 372 1.00 LUMP SUM | 120000.0000 120000.00| 45000.0000 45000.00| 210000.0000 210000.00 LINE 373 1.00 LUMP SUM | 150000.0000 150000.00| 65000.0000 65000.00| 232000.0000 232000.00 LINE 374 2285.00 SQ FT | 3.5000 7997.50| 3.1500 7197.75| 7.2500 16566.25 LINE 375 29675.00 SQ FT | 1.0000 29675.00| 0.7000 20772.50| 11.3000 335327.50 LINE 376 13422.00 POUND | 1.7500 23488.50| 2.0000 26844.00| 2.7000 36239.40 LINE 377 1618.00 LIN FT | 45.0000 72810.00| 64.3000 104037.40| 53.2500 86158.50 LINE 378 1084.00 LIN FT | 65.0000 70460.00| 82.0000 88888.00| 65.0000 70460.00 LINE 379 565.00 EACH | 400.0000 226000.00| 510.0000 288150.00| 730.0000 412450.00 LINE 380 1.00 LUMP SUM | 150000.0000 150000.00| 95000.0000 95000.00| 262810.0000 262810.00 LINE 381 186449.00 SQ FT | 2.2500 419510.25| 2.3000 428832.70| 3.0000 559347.00 LINE 382 7809.00 LIN FT | 75.0000 585675.00| 61.0000 476349.00| 102.0000 796518.00 LINE 383 10166.00 LIN FT | 81.0000 823446.00| 84.0000 853944.00| 125.0000 1270750.00 LINE 384 7039.00 LIN FT | 101.0000 710939.00| 95.0000 668705.00| 145.0000 1020655.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 54 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 385 1885.00 LIN FT | 43.0000 81055.00| 46.0000 86710.00| 52.0000 98020.00 LINE 386 2152.00 LIN FT | 54.0000 116208.00| 56.0000 120512.00| 55.0000 118360.00 LINE 387 1551.00 LIN FT | 54.0000 83754.00| 67.0000 103917.00| 60.0000 93060.00 LINE 388 809.00 CU YD | 100.0000 80900.00| 146.0000 118114.00| 255.0000 206295.00 LINE 389 110542.00 SQ FT | 1.7000 187921.40| 1.9200 212240.64| 4.0000 442168.00 LINE 390 631.00 EACH | 8.2500 5205.75| 10.0000 6310.00| 66.0000 41646.00 LINE 391 24.00 EACH | 8.3000 199.20| 11.5000 276.00| 66.0000 1584.00 LINE 392 352.00 EACH | 11.7500 4136.00| 13.5000 4752.00| 66.0000 23232.00 LINE 393 14.00 EACH | 12.7500 178.50| 15.5000 217.00| 66.0000 924.00 LINE 394 15165.00 LIN FT | 1.5000 22747.50| 1.0000 15165.00| 3.5000 53077.50 LINE 395 21235.00 LIN FT | 1.7500 37161.25| 1.0000 21235.00| 3.7500 79631.25 LINE 396 15165.00 LIN FT | 10.0000 151650.00| 16.1400 244763.10| 12.0000 181980.00 LINE 397 21235.00 LIN FT | 12.2500 260128.75| 18.0000 382230.00| 15.0000 318525.00 LINE 398 3.00 EACH | 3050.0000 9150.00| 1300.0000 3900.00| 2750.0000 8250.00 LINE 399 4.00 EACH | 3100.0000 12400.00| 1370.0000 5480.00| 2800.0000 11200.00 LINE 400 2.00 EACH | 3200.0000 6400.00| 1470.0000 2940.00| 2850.0000 5700.00 LINE 401 3.00 EACH | 3300.0000 9900.00| 1640.0000 4920.00| 2900.0000 8700.00 LINE 402 4.00 EACH | 2600.0000 10400.00| 730.0000 2920.00| 1900.0000 7600.00 LINE 403 4.00 EACH | 2800.0000 11200.00| 1030.0000 4120.00| 2000.0000 8000.00 LINE 404 4.00 EACH | 2900.0000 11600.00| 1225.0000 4900.00| 2150.0000 8600.00 LINE 405 10.00 EACH | 3000.0000 30000.00| 1535.0000 15350.00| 2300.0000 23000.00 LINE 406 1.00 EACH | 3000.0000 3000.00| 1635.0000 1635.00| 2400.0000 2400.00 LINE 407 255.00 EACH | 120.0000 30600.00| 1.0000 255.00| 50.0000 12750.00 LINE 408 508.00 EACH | 125.0000 63500.00| 1.0000 508.00| 50.0000 25400.00 LINE 409 1.00 LUMP SUM | 4500.0000 4500.00| 5000.0000 5000.00| 1300.0000 1300.00 LINE 410 2815.00 SQ YD | 38.0000 106970.00| 49.0000 137935.00| 44.0000 123860.00 LINE 411 1.00 LUMP SUM | 21000.0000 21000.00| 20870.0000 20870.00| 26000.0000 26000.00 | | | ** SECTION TOTALS ** | $8,839,847.90| $8,990,334.99| $15,682,621.65 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 007 | | | | | | LINE 412 177.00 CU YD | 120.0000 21240.00| 129.0000 22833.00| 112.0000 19824.00 LINE 413 353.00 CU YD | 185.0000 65305.00| 195.0000 68835.00| 315.0000 111195.00 LINE 414 2906.00 SQ FT | 6.0000 17436.00| 9.0000 26154.00| 10.5000 30513.00 LINE 415 225.00 LIN FT | 25.0000 5625.00| 24.8500 5591.25| 22.0000 4950.00 LINE 416 9950.00 POUND | 0.4300 4278.50| 0.4200 4179.00| 0.3700 3681.50 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 55 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 417 75635.00 POUND | 0.5100 38573.85| 0.4800 36304.80| 0.4800 36304.80 LINE 418 1.00 LUMP SUM | 12500.0000 12500.00| 8700.0000 8700.00| 28750.0000 28750.00 LINE 419 2270.00 SQ FT | 3.5000 7945.00| 3.1500 7150.50| 11.0000 24970.00 LINE 420 145.00 LIN FT | 45.0000 6525.00| 64.0000 9280.00| 65.0000 9425.00 LINE 421 76.00 LIN FT | 65.0000 4940.00| 82.0000 6232.00| 58.0000 4408.00 LINE 422 14.00 EACH | 400.0000 5600.00| 509.0000 7126.00| 410.0000 5740.00 LINE 423 1980.00 SQ FT | 4.0000 7920.00| 4.0000 7920.00| 1.7500 3465.00 LINE 424 511.00 LIN FT | 58.0000 29638.00| 54.0000 27594.00| 80.0000 40880.00 LINE 425 33.00 LIN FT | 48.0000 1584.00| 24.0000 792.00| 42.0000 1386.00 LINE 426 2830.00 LIN FT | 1.5000 4245.00| 1.0000 2830.00| 3.5000 9905.00 LINE 427 2830.00 LIN FT | 10.0000 28300.00| 16.5000 46695.00| 10.0000 28300.00 LINE 428 4.00 EACH | 3100.0000 12400.00| 1030.0000 4120.00| 1500.0000 6000.00 LINE 429 62.00 EACH | 120.0000 7440.00| 1.0000 62.00| 50.0000 3100.00 LINE 430 1.00 LUMP SUM | 1750.0000 1750.00| 1000.0000 1000.00| 400.0000 400.00 LINE 431 63.00 SQ YD | 45.0000 2835.00| 63.0000 3969.00| 36.0000 2268.00 LINE 432 1.00 LUMP SUM | 1500.0000 1500.00| 1335.0000 1335.00| 1500.0000 1500.00 | | | ** SECTION TOTALS ** | $287,580.35| $298,702.55| $376,965.30 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 008 | | | | | | LINE 433 134.00 CU YD | 120.0000 16080.00| 116.0000 15544.00| 112.0000 15008.00 LINE 434 252.00 CU YD | 210.0000 52920.00| 268.0000 67536.00| 315.0000 79380.00 LINE 435 2640.00 SQ FT | 5.7500 15180.00| 8.1000 21384.00| 10.5000 27720.00 LINE 436 252.00 LIN FT | 35.0000 8820.00| 24.8500 6262.20| 22.0000 5544.00 LINE 437 14420.00 POUND | 0.4300 6200.60| 0.4200 6056.40| 0.3700 5335.40 LINE 438 52940.00 POUND | 0.5100 26999.40| 0.4800 25411.20| 0.4800 25411.20 LINE 439 1.00 LUMP SUM | 8500.0000 8500.00| 6200.0000 6200.00| 5000.0000 5000.00 LINE 440 1965.00 SQ FT | 3.5000 6877.50| 3.1500 6189.75| 11.0000 21615.00 LINE 441 56.00 LIN FT | 65.0000 3640.00| 81.0000 4536.00| 58.0000 3248.00 LINE 442 8.00 EACH | 400.0000 3200.00| 350.0000 2800.00| 410.0000 3280.00 LINE 443 2305.00 SQ FT | 4.0000 9220.00| 4.0000 9220.00| 1.7500 4033.75 LINE 444 387.00 LIN FT | 78.0000 30186.00| 54.0000 20898.00| 105.0000 40635.00 LINE 445 42.00 LIN FT | 48.0000 2016.00| 46.0000 1932.00| 52.0000 2184.00 LINE 446 3180.00 LIN FT | 1.5000 4770.00| 1.0000 3180.00| 3.5000 11130.00 LINE 447 3180.00 LIN FT | 10.0000 31800.00| 15.4000 48972.00| 10.0000 31800.00 LINE 448 4.00 EACH | 3100.0000 12400.00| 1300.0000 5200.00| 1450.0000 5800.00 ------------------------------------------- ---------------------------- ---------------------------- ----------------------------


TABULATION OF BIDS FOR JOB NO. 920067 S.P. NUMBER 0713-0064 PAGE 56 ================================================================================================================================== |( 3) B440 |( 4) K250 |( 5) P010 |D H BLATTNER & SONS |KRAEMER & SONS INC |PCL CONSTRUCTION CO | | | | | | ITEM DESCRIPTION QUANTITY| BID AMOUNT| BID AMOUNT| BID AMOUNT ---------------------------------------------------------------------------------------------------------------------------------- | | | LINE 449 57.00 EACH | 120.0000 6840.00| 1.0000 57.00| 50.0000 2850.00 LINE 450 1.00 LUMP SUM | 1750.0000 1750.00| 1265.0000 1265.00| 350.0000 350.00 LINE 451 1.00 LUMP SUM | 1800.0000 1800.00| 1548.0000 1548.00| 1500.0000 1500.00 | | | ** SECTION TOTALS ** | $249,199.50| $254,191.55| $291,824.35 ---------------------------------------------------------------------------------------------------------------------------------- | | | SECTION 009 | | | | | | LINE 452 546.00 CU YD | 120.0000 65520.00| 101.0000 55146.00| 120.0000 65520.00 LINE 453 766.00 CU YD | 185.0000 141710.00| 253.0000 193798.00| 185.0000 141710.00 LINE 454 10835.00 SQ FT | 5.5000 59592.50| 6.5000 70427.50| 7.0000 75845.00 LINE 455 285.00 LIN FT | 25.0000 7125.00| 24.8500 7082.25| 29.0000 8265.00 LINE 456 97.00 LIN FT | 40.0000 3880.00| 65.0000 6305.00| 60.0000 5820.00 LINE 457 882.00 SQ FT | 2.0000 1764.00| 3.5000 3087.00| 4.0000 3528.00 LINE 458 36980.00 POUND | 0.4300 15901.40| 0.4200 15531.60| 0.4000 14792.00 LINE 459 182290.00 POUND | 0.5100 92967.90| 0.4700 85676.30| 0.4900 89322.10 LINE 460 1.00 LUMP SUM | 10500.0000 10500.00| 8300.0000 8300.00| 11250.0000 11250.00 LINE 461 5557.00 SQ FT | 3.5000 19449.50| 3.1500 17504.55| 2.9500 16393.15 LINE 462 222.00 LIN FT | 65.0000 14430.00| 82.0000 18204.00| 58.0000 12876.00 LINE 463 26.00 EACH | 400.0000 10400.00| 509.0000 13234.00| 500.0000 13000.00 LINE 464 9545.00 SQ FT | 2.7500 26248.75| 2.7500 26248.75| 3.0000 28635.00 LINE 465 1189.00 LIN FT | 82.0000 97498.00| 54.0000 64206.00| 130.0000 154570.00 LINE 466 103.00 LIN FT | 58.0000 5974.00| 46.0000 4738.00| 55.0000 5665.00 LINE 467 8550.00 LIN FT | 1.5000 12825.00| 1.0000 8550.00| 3.5000 29925.00 LINE 468 8550.00 LIN FT | 10.0000 85500.00| 15.5500 132952.50| 15.0000 128250.00 LINE 469 6.00 EACH | 2700.0000 16200.00| 1026.0000 6156.00| 750.0000 4500.00 LINE 470 177.00 EACH | 120.0000 21240.00| 1.0000 177.00| 50.0000 8850.00 LINE 471 1.00 LUMP SUM | 2700.0000 2700.00| 2600.0000 2600.00| 1200.0000 1200.00 LINE 472 1.00 LUMP SUM | 2000.0000 2000.00| 1870.0000 1870.00| 2500.0000 2500.00 | | | ** SECTION TOTALS ** | $713,426.05| $741,794.45| $822,416.25 ---------------------------------------------------------------------------------------------------------------------------------- ** JOB TOTALS ** | $22,316,469.50| $22,417,653.04| $32,928,785.30 ==================================================================================================================================

m i n n e s o t a d o t bid tabulation summary job …m i n n e s o t a d o t tabulation of bids for...

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