s t a t e o f m i n n e s o t a d e p a r t m e n t o f t ... · contract no. : 130114 start date:...

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 06/11/13 PAGE : -1 TABULATION OF BIDS

LETTING : 13051700 CALL : 114 COUNTIES : BENTON

LETTING DATE : 05/17/13 9:30 A.M. JOB NO. : 130114 DISTRICT : 3 STATE PROJECT : 0502-96 ROUTE : TH 10=027 LENGTH : CONTRACT NO. : 130114 START DATE: 07/08/13 COMPLETION DATE : 11/01/14 NUMBER OF DAYS: BRIDGE COUNT : 2

CONTRACT DESCRIPTION : GRADING, BIT. SURFACING, SIGNALS, BRIDGES 05009 & 05012, ETC

CONTRACT LOCATION: LOCATED ON T.H. 10 FROM 1.06 SOUTH TO 1.29 MILES NORTH OF JCT. CSAH 2.

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

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

APPROVED: _________________________________________________________ STATE AID OR CONSTRUCTION ENGR

_________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS

-------------------------------------------------------------------------------------------------------------------------- PLUS ITEM TOTAL % OVER % OVER RANK VENDOR NO./NAME TIME: BID BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 13,408,400.00 $ 13,413,400.00 113.1315% 100.0000% 1 M260 THE MATHIOWETZ CONSTRUCTION CO $ 11,256,470.09 $ 11,856,470.09 100.0000% 88.3927% 2 K0037 KNIFE RIVER CORPORATION - NORTH CENTRAL $ 12,032,737.91 $ 12,407,737.91 104.6495% 92.5026% 3 F0007 J R FERCHE INC $ 12,134,258.87 $ 12,549,258.87 105.8431% 93.5576% 4 H438 HOFFMAN CONSTRUCTION COMPANY $ 13,244,034.98 $ 13,394,034.98 112.9682% 99.8556% 5 L259 R L LARSON EXCAVATING INC $ 13,460,477.23 $ 14,010,477.23 118.1674% 104.4513% 6 P070 PARK CONSTRUCTION CO $ 14,782,319.00 $ 15,382,319.00 129.7378% 114.6787% 7 H097 HAMMERLUND CONST INC $ 14,800,000.00 $ 15,400,000.00 129.8869% 114.8106% 8 G110 GLADEN CONSTRUCTION INC $ 15,306,006.09 $ 15,906,006.09 134.1547% 118.5830%==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SP 0502-96 AGREEMENT #03362 | | |



LETTING DATE : 05/17/13 9:30 A.M. JOB NO. : 130114 DISTRICT : 3 STATE PROJECT : 0502-96 ROUTE : TH 10=027 LENGTH : CONTRACT NO. : 130114 START DATE: 07/08/13 COMPLETION DATE : 11/01/14

==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 2013601/00010 LUMP | 5000.00000 5000.00| 4600.00000 4600.00| 5000.00000 5000.00 SURVEY EQUIPMENT | | |0020 2021501/00010 LUMP | 273620.17000 273620.17| 641523.00000 641523.00| 375000.00000 375000.00 MOBILIZATION | | |0030 2031501/00040 1.000 EACH | 10000.00000 10000.00| 27000.00000 27000.00| 15000.00000 15000.00 FIELD OFFICE TYPE D | | |0040 2031503/00040 1.000 EACH | 8000.00000 8000.00| 16000.00000 16000.00| 12000.00000 12000.00 FIELD LABORATORY TYPE D | | |0050 2051501/00010 LUMP | 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 MAINT AND RESTORATION OF HAUL ROADS | | |0060 2101501/00010 15.000 ACRE | 1500.00000 22500.00| 2075.00000 31125.00| 1500.00000 22500.00 CLEARING | | |0070 2101506/00010 15.000 ACRE | 1700.00000 25500.00| 2075.00000 31125.00| 1400.00000 21000.00 GRUBBING | | |0080 2102501/00020 230.000 S F | 2.50000 575.00| 2.00000 460.00| 2.00000 460.00 PAVEMENT MARKING REMOVAL-PERMANENT | | |0090 2102502/00020 9407.000 L F | 0.60000 5644.20| 0.50000 4703.50| 0.50000 4703.50 PAVEMENT MARKING REMOVAL-PERMANENT | | |0100 2104501/00003 1000.000 L F | 3.50000 3500.00| 3.00000 3000.00| 5.00000 5000.00 REMOVE PIPE DRAIN | | |0110 2104501/00010 1394.000 L F | 8.00000 11152.00| 6.00000 8364.00| 5.00000 6970.00 REMOVE PIPE CULVERTS | | |0120 2104501/00022 807.000 L F | 3.00000 2421.00| 3.00000 2421.00| 2.00000 1614.00 REMOVE CURB AND GUTTER | | |0130 2104503/00021 984.000 S F | 1.60000 1574.40| 1.00000 984.00| 1.00000 984.00 REMOVE CONCRETE WALK | | |0140 2104505/00100 6892.000 S Y | 5.50000 37906.00| 4.70000 32392.40| 6.20000 42730.40 REMOVE PAVEMENT | | |0150 2104505/00120 128173.000 S Y | 2.00000 256346.00| 1.70000 217894.10| 1.95000 249937.35 REMOVE BITUMINOUS PAVEMENT | | |0160 2104505/00122 27967.000 S Y | 1.75000 48942.25| 1.25000 34958.75| 2.90000 81104.30 REMOVE BITUMINOUS SHOULDER PAVEMENT | | |0170 2104509/00102 6.000 EACH | 350.00000 2100.00| 300.00000 1800.00| 254.00000 1524.00 REMOVE CATCH BASIN | | |0180 2104509/00103 1.000 EACH | 400.00000 400.00| 250.00000 250.00| 500.00000 500.00 REMOVE DROP INLET | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0190 2104509/00155 6.000 EACH | 400.00000 2400.00| 175.00000 1050.00| 150.00000 900.00 REMOVE LIGHT BASE FOUNDATION | | |0200 2104509/00170 13.000 EACH | 20.00000 260.00| 18.00000 234.00| 18.00000 234.00 REMOVE DELINEATOR | | |0210 2104509/00180 8.000 EACH | 20.00000 160.00| 18.00000 144.00| 18.00000 144.00 REMOVE MARKER | | |0220 2104509/00203 88.000 EACH | 25.00000 2200.00| 45.00000 3960.00| 45.00000 3960.00 REMOVE SIGN TYPE C | | |0230 2104509/00205 19.000 EACH | 65.00000 1235.00| 72.00000 1368.00| 72.00000 1368.00 REMOVE SIGN TYPE D | | |0240 2104509/00320 1.000 EACH | 7000.00000 7000.00| 6000.00000 6000.00| 5170.00000 5170.00 REMOVE SIGNAL SYSTEM | | |0250 2104509/00410 9.000 EACH | 400.00000 3600.00| 160.00000 1440.00| 125.00000 1125.00 REMOVE SIGN BASE | | |0260 2104509/00770 2.000 EACH | 100.00000 200.00| 50.00000 100.00| 35.00000 70.00 REMOVE MAIL BOX SUPPORT | | |0270 2104513/00011 28040.000 L F | 1.50000 42060.00| 1.14000 31965.60| 1.53000 42901.20 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0280 2104521/00100 710.000 L F | 8.50000 6035.00| 6.00000 4260.00| 8.00000 5680.00 SALVAGE PIPE CULVERT | | |0290 2104521/00101 124.000 L F | 24.00000 2976.00| 15.00000 1860.00| 10.00000 1240.00 SALVAGE CONC PIPE CULVERT | | |0300 2104521/00110 64.000 L F | 15.00000 960.00| 8.00000 512.00| 5.00000 320.00 SALVAGE PIPE SEWER | | |0310 2104523/00004 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 100.00000 200.00 SALVAGE CASTING | | |0320 2104523/00014 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| 250.00000 500.00 SALVAGE GATE VALVE & BOX | | |0330 2104523/00020 1.000 EACH | 400.00000 400.00| 750.00000 750.00| 450.00000 450.00 SALVAGE HYDRANT | | |0340 2104523/00095 7.000 EACH | 250.00000 1750.00| 50.00000 350.00| 150.00000 1050.00 SALVAGE PIPE APRON | | |0350 2104523/00100 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 150.00000 150.00 SALVAGE CONCRETE APRON | | |0360 2104523/00409 6.000 EACH | 350.00000 2100.00| 350.00000 2100.00| 147.00000 882.00 SALVAGE LIGHT POLE | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0370 2104523/00543 7.000 EACH | 35.00000 245.00| 55.00000 385.00| 55.00000 385.00 SALVAGE SIGN TYPE C | | |0380 2104523/00544 6.000 EACH | 75.00000 450.00| 90.00000 540.00| 90.00000 540.00 SALVAGE SIGN TYPE D | | |0390 2104601/01011 LUMP | 7500.00000 7500.00| 3000.00000 3000.00| 5000.00000 5000.00 HAUL SALVAGED MATERIAL | | |0400 2105526/00010 1000.000 C Y | 40.00000 40000.00| 43.00000 43000.00| 20.00000 20000.00 SELECT TOPSOIL BORROW (LV) | | |0410 2106607/00010 304172.000 C Y | 3.50000 1064602.00| 0.10000 30417.20| 4.50000 1368774.00 EXCAVATION - COMMON | | |0420 2106607/00060 47997.000 C Y | 5.00000 239985.00| 5.17000 248144.49| 2.00000 95994.00 COMMON EMBANKMENT (CV) | | |0430 2106607/00070 208201.000 C Y | 7.00000 1457407.00| 5.17000 1076399.17| 2.37000 493436.37 GRANULAR EMBANKMENT (CV) | | |0440 2106607/00080 99705.000 C Y | 9.25000 922271.25| 5.17000 515474.85| 8.75000 872418.75 SELECT GRANULAR EMBANKMENT (CV) | | |0450 2106607/00110 4414.000 C Y | 13.37000 59015.18| 9.28000 40961.92| 8.75000 38622.50 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |0460 2123610/00045 120.000 HOUR | 180.00000 21600.00| 125.00000 15000.00| 130.00000 15600.00 STREET SWEEPER (WITH PICKUP BROOM) | | |0470 2211503/00060 35077.000 C Y | 14.22000 498794.94| 17.10000 599816.70| 18.85000 661201.45 AGGREGATE BASE (CV) CLASS 6 | | |0480 2221503/00060 1104.000 C Y | 15.02000 16582.08| 21.50000 23736.00| 15.00000 16560.00 AGGREGATE SHOULDERING (CV) CLASS 6 | | |0490 2221609/00011 6493.000 TON | 13.00000 84409.00| 12.00000 77916.00| 12.00000 77916.00 AGGREGATE SHOULDERING SPECIAL | | |0500 2231501/00010 3.000 TON | 200.00000 600.00| 130.00000 390.00| 130.00000 390.00 BITUMINOUS PATCHING MIXTURE | | |0510 2232501/00050 7006.000 S Y | 1.37000 9598.22| 1.60000 11209.60| 1.60000 11209.60 MILL BITUMINOUS SURFACE (2.0") | | |0520 2232603/00025 21801.000 L F | 0.15000 3270.15| 0.40000 8720.40| 0.20000 4360.20 MILLED RUMBLE STRIPS | | |0530 2301531/00530 184.000 L F | 55.00000 10120.00| 40.00000 7360.00| 40.00000 7360.00 EXPANSION JOINTS DESIGN E8H | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0540 2301553/00010 725.000 S Y | 140.00000 101500.00| 65.00000 47125.00| 65.00000 47125.00 BRIDGE APPROACH PANELS | | |0550 2357606/00010 5516.000 GAL | 3.00000 16548.00| 3.00000 16548.00| 3.00000 16548.00 BITUMINOUS MATERIAL FOR SHOULDER TACK | | |0560 2360501/12100 4271.000 TON | 57.00000 243447.00| 52.75000 225295.25| 52.75000 225295.25 TYPE SP 9.5 WEARING COURSE MIXTURE (2,A | | |0570 2360501/14300 42585.000 TON | 55.59000 2367300.15| 57.40000 2444379.00| 57.40000 2444379.00 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C | | |0580 2360501/24200 9815.000 TON | 58.44000 573588.60| 48.00000 471120.00| 48.00000 471120.00 TYPE SP 12.5 WEARING COURSE MIXTURE (4, | | | B) | | |0590 2402585/00010 48.000 L F | 120.00000 5760.00| 150.00000 7200.00| 150.00000 7200.00 PIPE RAILING | | |0600 2411501/03132 5.000 C Y | 260.00000 1300.00| 750.00000 3750.00| 750.00000 3750.00 STRUCTURAL CONCRETE (3A32) | | |0610 2411541/00011 166.000 LB | 4.00000 664.00| 1.10000 182.60| 1.10000 182.60 REINFORCEMENT BARS (EPOXY COATED) | | |0620 2411603/00120 1530.000 L F | 200.00000 306000.00| 89.00000 136170.00| 89.00000 136170.00 TEMPORARY RETAINING WALL | | |0630 2422603/03609 4894.000 L F | 45.00000 220230.00| 32.00000 156608.00| 32.00000 156608.00 CONCRETE POSTS 12"X18" | | |0640 2422618/00050 25642.000 S F | 13.00000 333346.00| 9.15000 234624.30| 9.15000 234624.30 WOOD NOISE BARRIER | | |0650 2501511/90182 217.000 L F | 40.50000 8788.50| 28.00000 6076.00| 30.00000 6510.00 18" RC PIPE CULVERT | | |0660 2501511/90242 504.000 L F | 42.00000 21168.00| 32.00000 16128.00| 35.00000 17640.00 24" RC PIPE CULVERT | | |0670 2501511/90362 100.000 L F | 95.00000 9500.00| 69.00000 6900.00| 65.00000 6500.00 36" RC PIPE CULVERT | | |0680 2501515/90150 11.000 EACH | 450.00000 4950.00| 281.00000 3091.00| 450.00000 4950.00 15" RC PIPE APRON | | |0690 2501515/90180 8.000 EACH | 500.00000 4000.00| 315.00000 2520.00| 475.00000 3800.00 18" RC PIPE APRON | | |0700 2501515/90210 1.000 EACH | 650.00000 650.00| 349.00000 349.00| 500.00000 500.00 21" RC PIPE APRON | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0710 2501515/90240 4.000 EACH | 700.00000 2800.00| 382.00000 1528.00| 550.00000 2200.00 24" RC PIPE APRON | | |0720 2501515/90300 1.000 EACH | 800.00000 800.00| 485.00000 485.00| 650.00000 650.00 30" RC PIPE APRON | | |0730 2501515/90420 3.000 EACH | 1400.00000 4200.00| 900.00000 2700.00| 1100.00000 3300.00 42" RC PIPE APRON | | |0740 2501521/90512 79.000 L F | 160.00000 12640.00| 114.00000 9006.00| 150.00000 11850.00 51" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0750 2501525/90510 2.000 EACH | 1400.00000 2800.00| 1076.00000 2152.00| 1200.00000 2400.00 51" SPAN RC PIPE-ARCH APRON | | |0760 2501569/02924 14.000 EACH | 600.00000 8400.00| 384.00000 5376.00| 365.00000 5110.00 24" RC SAFETY APRON | | |0770 2501569/02936 1.000 EACH | 900.00000 900.00| 760.00000 760.00| 750.00000 750.00 36" RC SAFETY APRON | | |0780 2501602/00013 1.000 EACH | 2200.00000 2200.00| 3350.00000 3350.00| 2200.00000 2200.00 PLUG FILL & ABANDON PIPE CULVERT | | |0790 2501602/00412 6.000 EACH | 200.00000 1200.00| 86.00000 516.00| 125.00000 750.00 12" PIPE APRON | | |0800 2501602/08030 1.000 EACH | 600.00000 600.00| 420.00000 420.00| 450.00000 450.00 TRASH GUARD FOR 30" PIPE APRON | | |0810 2501602/08042 2.000 EACH | 1000.00000 2000.00| 718.00000 1436.00| 750.00000 1500.00 TRASH GUARD FOR 42" PIPE APRON | | |0820 2501603/00612 818.000 L F | 18.00000 14724.00| 15.50000 12679.00| 20.00000 16360.00 12" PIPE CULVERT | | |0830 2503541/90152 1070.000 L F | 27.00000 28890.00| 27.00000 28890.00| 27.00000 28890.00 15" RC PIPE SEWER DESIGN 3006 | | |0840 2503541/90182 197.000 L F | 30.00000 5910.00| 29.50000 5811.50| 30.00000 5910.00 18" RC PIPE SEWER DESIGN 3006 | | |0850 2503541/90212 26.000 L F | 45.00000 1170.00| 34.00000 884.00| 33.00000 858.00 21" RC PIPE SEWER DESIGN 3006 | | |0860 2503541/90242 67.000 L F | 50.00000 3350.00| 37.00000 2479.00| 35.00000 2345.00 24" RC PIPE SEWER DESIGN 3006 | | |0870 2503541/90302 331.000 L F | 55.00000 18205.00| 48.50000 16053.50| 52.00000 17212.00 30" RC PIPE SEWER DESIGN 3006 | | |0880 2503541/90362 109.000 L F | 85.00000 9265.00| 62.00000 6758.00| 70.00000 7630.00 36" RC PIPE SEWER DESIGN 3006 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0890 2503541/90422 600.000 L F | 90.00000 54000.00| 85.50000 51300.00| 95.00000 57000.00 42" RC PIPE SEWER DESIGN 3006 | | |0900 2503602/00042 1.000 EACH | 700.00000 700.00| 500.00000 500.00| 500.00000 500.00 CONNECT TO EXISTING STORM SEWER | | |0910 2504601/00040 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 1000.00000 1000.00 TEMPORARY WATER SERVICE | | |0920 2504602/00010 2.000 EACH | 950.00000 1900.00| 930.00000 1860.00| 650.00000 1300.00 CONNECT TO EXISTING WATER MAIN | | |0930 2504602/00020 1.000 EACH | 3300.00000 3300.00| 3400.00000 3400.00| 3300.00000 3300.00 HYDRANT | | |0940 2504602/00029 1.000 EACH | 1100.00000 1100.00| 781.00000 781.00| 500.00000 500.00 INSTALL GATE VALVE AND BOX | | |0950 2504602/00410 1.000 EACH | 250.00000 250.00| 276.00000 276.00| 250.00000 250.00 1" CORPORATION STOP | | |0960 2504602/00420 1.000 EACH | 400.00000 400.00| 483.00000 483.00| 500.00000 500.00 2" CORPORATION STOP | | |0970 2504602/00806 1.000 EACH | 1200.00000 1200.00| 1510.00000 1510.00| 1400.00000 1400.00 6" GATE VALVE AND BOX | | |0980 2504602/00808 2.000 EACH | 1400.00000 2800.00| 1930.00000 3860.00| 1900.00000 3800.00 8" GATE VALVE AND BOX | | |0990 2504602/03100 1.000 EACH | 300.00000 300.00| 405.00000 405.00| 250.00000 250.00 1" CURB STOP & BOX | | |1000 2504602/03200 1.000 EACH | 425.00000 425.00| 655.00000 655.00| 550.00000 550.00 2" CURB STOP & BOX | | |1010 2504603/00710 42.000 L F | 35.00000 1470.00| 17.00000 714.00| 22.00000 924.00 1" TYPE K COPPER PIPE | | |1020 2504603/00720 16.000 L F | 40.00000 640.00| 26.00000 416.00| 35.00000 560.00 2" TYPE K COPPER PIPE | | |1030 2504603/02006 42.000 L F | 25.00000 1050.00| 22.00000 924.00| 22.00000 924.00 6" PVC WATERMAIN | | |1040 2504603/02008 388.000 L F | 30.00000 11640.00| 26.50000 10282.00| 26.00000 10088.00 8" PVC WATERMAIN | | |1050 2504608/00015 302.000 LB | 7.00000 2114.00| 8.00000 2416.00| 5.00000 1510.00 WATERMAIN FITTINGS | | |1060 2506501/00012 47.000 L F | 250.00000 11750.00| 191.00000 8977.00| 250.00000 11750.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1070 2506501/00030 8.000 L F | 250.00000 2000.00| 241.00000 1928.00| 275.00000 2200.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | |1080 2506501/00032 52.000 L F | 285.00000 14820.00| 209.00000 10868.00| 235.00000 12220.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | | OR G | | |1090 2506501/00080 56.000 L F | 220.00000 12320.00| 168.00000 9408.00| 200.00000 11200.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |1100 2506501/00090 3.000 L F | 235.00000 705.00| 146.00000 438.00| 250.00000 750.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN I | | |1110 2506501/00190 6.000 L F | 400.00000 2400.00| 313.00000 1878.00| 325.00000 1950.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-48 | | |1120 2506501/02720 6.000 L F | 450.00000 2700.00| 306.00000 1836.00| 325.00000 1950.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 54-4020 | | |1130 2506501/03020 11.000 L F | 450.00000 4950.00| 366.00000 4026.00| 375.00000 4125.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |1140 2506501/04220 13.000 L F | 650.00000 8450.00| 644.00000 8372.00| 550.00000 7150.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |1150 2506516/00010 44.000 EACH | 600.00000 26400.00| 650.00000 28600.00| 650.00000 28600.00 CASTING ASSEMBLY | | |1160 2506521/00010 2.000 EACH | 275.00000 550.00| 250.00000 500.00| 250.00000 500.00 INSTALL CASTING | | |1170 2506522/00011 4.000 EACH | 300.00000 1200.00| 350.00000 1400.00| 250.00000 1000.00 ADJUST FRAME & RING CASTING | | |1180 2511501/00012 48.000 C Y | 75.00000 3600.00| 56.00000 2688.00| 62.00000 2976.00 RANDOM RIPRAP CLASS II | | |1190 2511501/00013 109.000 C Y | 75.00000 8175.00| 56.00000 6104.00| 62.00000 6758.00 RANDOM RIPRAP CLASS III | | |1200 2511501/00014 42.000 C Y | 80.00000 3360.00| 56.00000 2352.00| 62.00000 2604.00 RANDOM RIPRAP CLASS IV | | |1210 2511515/00014 537.000 S Y | 3.00000 1611.00| 1.90000 1020.30| 2.00000 1074.00 GEOTEXTILE FILTER TYPE IV | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1220 2521501/00040 10119.000 S F | 3.10000 31368.90| 2.75000 27827.25| 2.75000 27827.25 4" CONCRETE WALK | | |1230 2521501/00060 3245.000 S F | 4.25000 13791.25| 3.00000 9735.00| 3.00000 9735.00 6" CONCRETE WALK | | |1240 2531501/02120 3851.000 L F | 12.00000 46212.00| 12.00000 46212.00| 12.00000 46212.00 CONCRETE CURB & GUTTER DESIGN B424 | | |1250 2531501/02320 2991.000 L F | 15.00000 44865.00| 13.00000 38883.00| 13.00000 38883.00 CONCRETE CURB & GUTTER DESIGN B624 | | |1260 2531502/00704 23.000 L F | 30.00000 690.00| 15.00000 345.00| 15.00000 345.00 CONCRETE CURB DESIGN V4 | | |1270 2531503/00010 220.000 S Y | 50.00000 11000.00| 40.00000 8800.00| 40.00000 8800.00 CONCRETE MEDIAN | | |1280 2531507/00080 110.000 S Y | 55.00000 6050.00| 40.00000 4400.00| 40.00000 4400.00 8" CONCRETE DRIVEWAY PAVEMENT | | |1290 2531618/00010 80.000 S F | 36.00000 2880.00| 40.00000 3200.00| 40.00000 3200.00 TRUNCATED DOMES | | |1300 2533507/00010 20603.000 L F | 15.60000 321406.80| 13.50000 278140.50| 13.50000 278140.50 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 | | |1310 2535501/00010 472.000 L F | 9.00000 4248.00| 5.00000 2360.00| 4.87000 2298.64 BITUMINOUS CURB | | |1320 2540602/00150 2.000 EACH | 150.00000 300.00| 160.00000 320.00| 160.00000 320.00 MAIL BOX SUPPORT | | |1330 2540602/00155 2.000 EACH | 175.00000 350.00| 30.00000 60.00| 30.00000 60.00 RELOCATE MAIL BOX SUPPORT | | |1340 2545511/09040 24.000 EACH | 1700.00000 40800.00| 2300.00000 55200.00| 2420.00000 58080.00 LIGHTING UNIT TYPE 9-40 | | |1350 2545514/00040 4.000 EACH | 900.00000 3600.00| 950.00000 3800.00| 997.00000 3988.00 UNDERPASS LIGHTING FIXTURE TYPE L | | |1360 2545515/00005 24.000 EACH | 600.00000 14400.00| 580.00000 13920.00| 507.00000 12168.00 LIGHT BASE DESIGN E | | |1370 2545521/00027 280.000 L F | 6.50000 1820.00| 5.00000 1400.00| 4.17000 1167.60 1" RIGID STEEL CONDUIT | | |1380 2545523/00053 430.000 L F | 4.00000 1720.00| 3.50000 1505.00| 3.17000 1363.10 2" NON-METALLIC CONDUIT | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1390 2545523/00078 1260.000 L F | 7.00000 8820.00| 5.00000 6300.00| 4.87000 6136.20 3" NON-METALLIC CONDUIT | | |1400 2545531/01020 1430.000 L F | 2.00000 2860.00| 2.00000 2860.00| 1.67000 2388.10 UNDERGROUND WIRE 1 COND NO 2 | | |1410 2545531/01061 378.000 L F | 1.40000 529.20| 1.50000 567.00| 0.87000 328.86 UNDERGROUND WIRE 1 COND NO 6(BARE) | | |1420 2545533/00404 10716.000 L F | 7.40000 79298.40| 9.00000 96444.00| 5.97000 63974.52 ARMORED CABLE 4 COND NO 4 | | |1430 2545541/01101 5.000 EACH | 3750.00000 18750.00| 2713.00000 13565.00| 2707.00000 13535.00 SERVICE CABINET SECONDARY TYPE A | | |1440 2545553/00010 9.000 EACH | 750.00000 6750.00| 700.00000 6300.00| 517.00000 4653.00 HANDHOLE | | |1450 2545601/00211 LUMP | 14310.16000 14310.16| 9500.00000 9500.00| 6907.00000 6907.00 TEMPORARY LIGHTING SYSTEM A | | |1460 2545601/00212 LUMP | 14310.16000 14310.16| 7600.00000 7600.00| 6807.00000 6807.00 TEMPORARY LIGHTING SYSTEM B | | |1470 2545602/00002 7.000 EACH | 625.00000 4375.00| 1100.00000 7700.00| 770.00000 5390.00 SERVICE EQUIPMENT | | |1480 2545602/00108 28.000 EACH | 40.00000 1120.00| 45.00000 1260.00| 77.00000 2156.00 LIGHT STANDARD NUMBERING | | |1490 2545602/01115 3.000 EACH | 300.00000 900.00| 275.00000 825.00| 151.00000 453.00 15' WOOD POLE | | |1500 2545603/00070 20.000 L F | 10.00000 200.00| 17.00000 340.00| 2.91000 58.20 1" LIQUIDTIGHT FLEXIBLE CONDUIT | | |1510 2554501/00001 125.000 L F | 65.00000 8125.00| 53.50000 6687.50| 53.50000 6687.50 TRAFFIC BARRIER DESIGN SPECIAL | | |1520 2554501/02038 3188.000 L F | 19.50000 62166.00| 16.80000 53558.40| 16.80000 53558.40 TRAFFIC BARRIER DESIGN B8338 | | |1530 2554523/00028 5.000 EACH | 2200.00000 11000.00| 2038.50000 10192.50| 2038.50000 10192.50 END TREATMENT-TANGENT TERMINAL | | |1540 2554602/00071 27.000 EACH | 60.00000 1620.00| 57.80000 1560.60| 57.80000 1560.60 GUIDE POST TYPE SPECIAL | | |1550 2554615/00009 10.000 AMBY | 4000.00000 40000.00| 2800.00000 28000.00| 2600.00000 26000.00 IMPACT ATTENUATOR | | |1560 2557501/01522 14227.000 L F | 12.00000 170724.00| 9.93000 141274.11| 9.93000 141274.11 WIRE FENCE DESIGN 60-9322 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1570 2557517/00011 2.000 EACH | 1400.00000 2800.00| 890.00000 1780.00| 890.00000 1780.00 VEHICULAR GATE-SINGLE | | |1580 2557517/00012 1.000 EACH | 1500.00000 1500.00| 1200.00000 1200.00| 1200.00000 1200.00 VEHICULAR GATE-DOUBLE | | |1590 2557603/00020 8791.000 L F | 6.85000 60218.35| 7.00000 61537.00| 7.00000 61537.00 TEMPORARY GLARE SCREEN | | |1600 2563601/00001 LUMP | 27500.00000 27500.00| 68000.00000 68000.00| 68000.00000 68000.00 TRAFFIC CONTROL SUPERVISOR | | |1610 2563601/00010 LUMP | 209330.00000 209330.00| 225000.00000 225000.00| 225000.00000 225000.00 TRAFFIC CONTROL | | |1620 2563601/00200 LUMP | 9728.00000 9728.00| 44000.00000 44000.00| 45000.00000 45000.00 DETOUR SIGNING | | |1630 2563602/00028 901.000 EACH | 5.00000 4505.00| 5.50000 4955.50| 5.50000 4955.50 PORTABLE CONCRETE BARRIER DELINEATOR | | |1640 2563602/00098 75.000 EACH | 35.00000 2625.00| 30.00000 2250.00| 30.00000 2250.00 TUBE DELINEATOR | | |1650 2563602/01100 3.000 EACH | 4000.00000 12000.00| 8000.00000 24000.00| 8000.00000 24000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | |1660 2564522/00111 4248.000 LB | 3.30000 14018.40| 2.80000 11894.40| 2.80000 11894.40 STRUCTURAL STEEL-POSTS FOR TYPE A SIGNS | | |1670 2564531/00110 329.000 S F | 25.00000 8225.00| 28.40000 9343.60| 28.40000 9343.60 SIGN PANELS TYPE A | | |1680 2564531/00130 1067.000 S F | 33.00000 35211.00| 31.40000 33503.80| 31.40000 33503.80 SIGN PANELS TYPE C | | |1690 2564531/00140 322.000 S F | 30.50000 9821.00| 29.15000 9386.30| 29.15000 9386.30 SIGN PANELS TYPE D | | |1700 2564531/00189 44.000 S F | 15.00000 660.00| 13.00000 572.00| 13.00000 572.00 SIGN PANELS TYPE OVERLAY | | |1710 2564537/00013 7.000 EACH | 160.00000 1120.00| 174.00000 1218.00| 174.00000 1218.00 INSTALL SIGN TYPE C | | |1720 2564537/00014 6.000 EACH | 300.00000 1800.00| 301.50000 1809.00| 301.50000 1809.00 INSTALL SIGN TYPE D | | |1730 2564550/00106 14.000 EACH | 76.00000 1064.00| 90.50000 1267.00| 90.50000 1267.00 DELINEATOR TYPE X4-6 | | |1740 2564550/00113 13.000 EACH | 75.00000 975.00| 71.70000 932.10| 71.70000 932.10 DELINEATOR TYPE X4-13 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1750 2564551/00010 6.000 EACH | 120.00000 720.00| 140.50000 843.00| 140.50000 843.00 REFERENCE POST MARKER | | |1760 2564552/00010 7.000 EACH | 70.00000 490.00| 92.30000 646.10| 92.30000 646.10 HAZARD MARKER X4-2 | | |1770 2564554/00010 3.000 EACH | 55.00000 165.00| 65.10000 195.30| 65.10000 195.30 SNOW PLOW MARKER X4-5 | | |1780 2565616/00301 1.000 SYS | 32681.00000 32681.00| 51747.00000 51747.00| 53127.00000 53127.00 TEMPORARY SIGNAL SYSTEM A | | |1790 2565616/00302 1.000 SYS | 34747.00000 34747.00| 50845.00000 50845.00| 53624.00000 53624.00 TEMPORARY SIGNAL SYSTEM B | | |1800 2572501/00010 1264.000 L F | 2.00000 2528.00| 1.60000 2022.40| 1.60000 2022.40 TEMPORARY FENCE | | |1810 2573502/00040 10352.000 L F | 1.60000 16563.20| 1.00000 10352.00| 1.00000 10352.00 SILT FENCE, TYPE MACHINE SLICED | | |1820 2573512/00013 200.000 L F | 4.50000 900.00| 2.30000 460.00| 2.30000 460.00 TEMPORARY DITCH CHECK TYPE 3 | | |1830 2573530/00010 46.000 EACH | 110.00000 5060.00| 200.00000 9200.00| 120.00000 5520.00 STORM DRAIN INLET PROTECTION | | |1840 2573540/00030 3368.000 L F | 3.00000 10104.00| 2.00000 6736.00| 2.00000 6736.00 FILTER LOG TYPE COMPOST LOG | | |1850 2573601/00060 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 600.00000 600.00 CULVERT END PROTECTION | | |1860 2573602/00020 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1000.00000 2000.00 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |1870 2575501/00010 78.000 ACRE | 85.00000 6630.00| 65.00000 5070.00| 65.00000 5070.00 SEEDING | | |1880 2575502/00150 1013.000 LB | 2.00000 2026.00| 2.47000 2502.11| 2.47000 2502.11 SEED MIXTURE 150 | | |1890 2575502/00240 4863.000 LB | 2.50000 12157.50| 2.54000 12352.02| 2.54000 12352.02 SEED MIXTURE 240 | | |1900 2575502/00310 82.000 LB | 17.00000 1394.00| 18.68000 1531.76| 18.68000 1531.76 SEED MIXTURE 310 | | |1910 2575505/00050 331.000 S Y | 6.50000 2151.50| 5.00000 1655.00| 5.00000 1655.00 SODDING TYPE SALT RESISTANT | | |1920 2575511/00010 40.000 TON | 100.00000 4000.00| 90.00000 3600.00| 90.00000 3600.00 MULCH MATERIAL TYPE 1 | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1930 2575511/00030 126.000 TON | 120.00000 15120.00| 150.00000 18900.00| 150.00000 18900.00 MULCH MATERIAL TYPE 3 | | |1940 2575519/00010 63.000 ACRE | 50.00000 3150.00| 65.00000 4095.00| 65.00000 4095.00 DISK ANCHORING | | |1950 2575523/00013 23872.000 S Y | 1.00000 23872.00| 0.70000 16710.40| 0.70000 16710.40 EROSION CONTROL BLANKETS CATEGORY 3 | | |1960 2575532/00010 26775.000 LB | 0.45000 12048.75| 0.35000 9371.25| 0.35000 9371.25 FERTILIZER TYPE 1 | | |1970 2575533/00010 153.000 TON | 32.00000 4896.00| 30.00000 4590.00| 30.00000 4590.00 AGRICULTURAL LIME | | |1980 2575560/00050 10125.000 LB | 0.61000 6176.25| 0.55000 5568.75| 0.55000 5568.75 HYDRAULIC SOIL STABILIZER TYPE 5 | | |1990 2575571/00010 60.000 MGAL | 315.00000 18900.00| 145.00000 8700.00| 145.00000 8700.00 RAPID STABILIZATION METHOD 3 | | |2000 2581501/00010 11585.000 L F | 1.30000 15060.50| 1.25000 14481.25| 1.25000 14481.25 REMOVABLE PREFORMED PLASTIC MARKING | | |2010 2581603/00020 1164.000 L F | 2.50000 2910.00| 2.25000 2619.00| 2.25000 2619.00 REMOVABLE PREFORMED PLASTIC MASK (BLACK | | |2020 2582501/01001 8.000 EACH | 80.00000 640.00| 55.00000 440.00| 55.00000 440.00 PAVEMENT MESSAGE (LEFT ARROW) PAINT | | |2030 2582501/01002 8.000 EACH | 80.00000 640.00| 55.00000 440.00| 55.00000 440.00 PAVEMENT MESSAGE (RIGHT ARROW) PAINT | | |2040 2582501/01009 8.000 EACH | 80.00000 640.00| 55.00000 440.00| 55.00000 440.00 PAVEMENT MESSAGE (THRU ARROW) PAINT | | |2050 2582502/11524 320.000 L F | 4.50000 1440.00| 4.00000 1280.00| 4.00000 1280.00 24" STOP LINE WHITE-PAINT | | |2060 2582502/31104 2220.000 L F | 3.50000 7770.00| 3.20000 7104.00| 3.20000 7104.00 4" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2070 2582502/31108 3380.000 L F | 6.75000 22815.00| 6.40000 21632.00| 6.40000 21632.00 8" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2080 2582502/31204 4793.000 L F | 3.65000 17494.45| 3.20000 15337.60| 3.20000 15337.60 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2090 2582502/31207 63.000 L F | 10.00000 630.00| 6.00000 378.00| 6.00000 378.00 7" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2100 2582502/31304 94.000 L F | 6.00000 564.00| 3.90000 366.60| 3.90000 366.60 4" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2110 2582502/31308 487.000 L F | 7.65000 3725.55| 6.90000 3360.30| 6.90000 3360.30 8" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2120 2582502/41104 43246.000 L F | 0.31000 13406.26| 0.23000 9946.58| 0.23000 9946.58 4" SOLID LINE WHITE-EPOXY | | |2130 2582502/42104 44233.000 L F | 0.31000 13712.23| 0.23000 10173.59| 0.23000 10173.59 4" SOLID LINE YELLOW-EPOXY | | |2140 2582502/42124 601.000 L F | 7.50000 4507.50| 5.00000 3005.00| 5.00000 3005.00 24" SOLID LINE YELLOW-EPOXY | | |2150 2582502/42204 263.000 L F | 0.50000 131.50| 0.23000 60.49| 0.23000 60.49 4" BROKEN LINE YELLOW-EPOXY | | |2160 2582603/11105 41867.000 L F | 0.50000 20933.50| 0.34000 14234.78| 0.34000 14234.78 4" SOLID LINE WHITE-PAINT (WR) | | |2170 2582603/11204 2809.000 L F | 0.50000 1404.50| 0.34000 955.06| 0.34000 955.06 4" BROKEN LINE WHITE-PAINT (WR) | | |2180 2582603/12104 37159.000 L F | 0.50000 18579.50| 0.34000 12634.06| 0.34000 12634.06 4" SOLID LINE YELLOW-PAINT (WR) | | |2190 2582603/12204 114.000 L F | 0.50000 57.00| 0.34000 38.76| 0.34000 38.76 4" BROKEN LINE YELLOW-PAINT (WR) | | |2200 2582618/00010 1133.000 S F | 14.00000 15862.00| 12.00000 13596.00| 12.00000 13596.00 PAVEMENT MARKING SPECIAL | | | SECTION TOTALS | $ 11,536,956.40| $ 9,638,299.86| $ 10,392,562.71------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO. 05009 | | |2210 2105604/00035 411.000 S Y | 6.00000 2466.00| 2.10000 863.10| 2.00000 822.00 GEOTEXTILE FABRIC TYPE V | | |2220 2105604/00060 411.000 S Y | 6.00000 2466.00| 2.85000 1171.35| 3.50000 1438.50 GEOGRID | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2230 2401501/01143 269.000 C Y | 300.00000 80700.00| 450.00000 121050.00| 450.00000 121050.00 STRUCTURAL CONCRETE (1A43) | | |2240 2401501/03643 329.000 C Y | 550.00000 180950.00| 500.00000 164500.00| 500.00000 164500.00 STRUCTURAL CONCRETE (3Y43) | | |2250 2401512/03630 5340.000 S F | 20.75000 110805.00| 16.00000 85440.00| 16.00000 85440.00 BRIDGE SLAB CONCRETE (3Y33HP) | | |2260 2401513/01246 344.000 L F | 65.00000 22360.00| 46.00000 15824.00| 46.00000 15824.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2270 2401541/00010 21750.000 LB | 1.11000 24142.50| 1.00000 21750.00| 1.00000 21750.00 REINFORCEMENT BARS | | |2280 2401541/00011 76370.000 LB | 1.14000 87061.80| 1.10000 84007.00| 1.10000 84007.00 REINFORCEMENT BARS (EPOXY COATED) | | |2290 2401541/00020 410.000 LB | 6.00000 2460.00| 5.00000 2050.00| 5.00000 2050.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2300 2401601/00010 LUMP | 46000.00000 46000.00| 5000.00000 5000.00| 15000.00000 15000.00 STRUCTURE EXCAVATION | | |2310 2401618/00300 7298.000 S F | 0.75000 5473.50| 0.70000 5108.60| 0.70000 5108.60 BRIDGE DECK PLANING | | |2320 2402595/00010 14.000 EACH | 950.00000 13300.00| 1000.00000 14000.00| 1000.00000 14000.00 BEARING ASSEMBLY | | |2330 2404501/00200 7927.000 S F | 6.00000 47562.00| 2.50000 19817.50| 2.50000 19817.50 CONCRETE WEARING COURSE (3U17A) | | |2340 2405502/20045 807.000 L F | 190.00000 153330.00| 175.00000 141225.00| 175.00000 141225.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2350 2405511/20045 82.000 L F | 70.00000 5740.00| 65.00000 5330.00| 65.00000 5330.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2360 2411618/00220 1366.000 S F | 1.25000 1707.50| 1.13000 1543.58| 1.13000 1543.58 ANTI-GRAFFITI COATING | | |2370 2411618/00320 1366.000 S F | 4.50000 6147.00| 2.85000 3893.10| 2.85000 3893.10 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2380 2411618/00525 1366.000 S F | 12.00000 16392.00| 20.00000 27320.00| 20.00000 27320.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2390 2451505/00030 387.000 C Y | 40.00000 15480.00| 20.00000 7740.00| 20.00000 7740.00 AGGREGATE BACKFILL (CV) | | |2400 2502502/00010 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |2410 2514501/00010 368.000 S Y | 125.00000 46000.00| 60.00000 22080.00| 60.00000 22080.00 CONCRETE SLOPE PAVING | | |2420 2545509/00060 LUMP | 7500.00000 7500.00| 3400.00000 3400.00| 4170.00000 4170.00 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 880,543.30| $ 754,113.23| $ 765,109.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO. 05012 | | |2430 2105604/00035 470.000 S Y | 6.00000 2820.00| 2.10000 987.00| 2.00000 940.00 GEOTEXTILE FABRIC TYPE V | | |2440 2105604/00060 470.000 S Y | 6.00000 2820.00| 2.85000 1339.50| 3.50000 1645.00 GEOGRID | | |2450 2401501/01143 341.000 C Y | 300.00000 102300.00| 450.00000 153450.00| 450.00000 153450.00 STRUCTURAL CONCRETE (1A43) | | |2460 2401501/03643 410.000 C Y | 550.00000 225500.00| 500.00000 205000.00| 500.00000 205000.00 STRUCTURAL CONCRETE (3Y43) | | |2470 2401512/03630 5805.000 S F | 20.75000 120453.75| 16.00000 92880.00| 16.00000 92880.00 BRIDGE SLAB CONCRETE (3Y33HP) | | |2480 2401513/01246 355.000 L F | 65.00000 23075.00| 46.00000 16330.00| 46.00000 16330.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2490 2401541/00010 29880.000 LB | 1.11000 33166.80| 1.00000 29880.00| 1.00000 29880.00 REINFORCEMENT BARS | | |2500 2401541/00011 85950.000 LB | 1.14000 97983.00| 1.10000 94545.00| 1.10000 94545.00 REINFORCEMENT BARS (EPOXY COATED) | | |2510 2401541/00020 500.000 LB | 6.00000 3000.00| 5.00000 2500.00| 5.00000 2500.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2520 2401601/00010 LUMP | 46000.00000 46000.00| 5000.00000 5000.00| 15000.00000 15000.00 STRUCTURE EXCAVATION | | |2530 2401618/00300 7753.000 S F | 0.75000 5814.75| 0.70000 5427.10| 0.70000 5427.10 BRIDGE DECK PLANING | | |




==================================================================================================================================== |( 0 ) -EST- |( 1 ) M260 |( 2 ) K0037 |ENGINEER'S ESTIMATE |THE MATHIOWETZ CONSTRUCTION |KNIFE RIVER CORPORATION - NORLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2540 2402595/00010 14.000 EACH | 950.00000 13300.00| 1000.00000 14000.00| 1000.00000 14000.00 BEARING ASSEMBLY | | |2550 2404501/00200 8382.000 S F | 6.00000 50292.00| 2.50000 20955.00| 2.50000 20955.00 CONCRETE WEARING COURSE (3U17A) | | |2560 2405502/20045 807.000 L F | 190.00000 153330.00| 175.00000 141225.00| 175.00000 141225.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2570 2405511/20045 90.000 L F | 70.00000 6300.00| 65.00000 5850.00| 65.00000 5850.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2580 2411618/00220 1580.000 S F | 1.25000 1975.00| 1.13000 1785.40| 1.13000 1785.40 ANTI-GRAFFITI COATING | | |2590 2411618/00320 1580.000 S F | 4.50000 7110.00| 2.85000 4503.00| 2.85000 4503.00 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2600 2411618/00525 1580.000 S F | 12.00000 18960.00| 20.00000 31600.00| 20.00000 31600.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |2610 2451505/00030 480.000 C Y | 40.00000 19200.00| 20.00000 9600.00| 20.00000 9600.00 AGGREGATE BACKFILL (CV) | | |2620 2502502/00010 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |2630 2514501/00010 380.000 S Y | 125.00000 47500.00| 60.00000 22800.00| 60.00000 22800.00 CONCRETE SLOPE PAVING | | |2640 2545509/00060 LUMP | 7500.00000 7500.00| 3400.00000 3400.00| 4150.42000 4150.42 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 990,900.30| $ 864,057.00| $ 875,065.92------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,408,400.00| $ 11,256,470.09| $ 12,032,737.91==================================================================================================================================== COST PLUS TIME TOTALS | $ 13,413,400.00| $ 11,856,470.09 | $ 12,407,737.91====================================================================================================================================




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SP 0502-96 AGREEMENT #03362 | | |0010 2013601/00010 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 SURVEY EQUIPMENT | | |0020 2021501/00010 LUMP | 400000.00000 400000.00| 685675.00000 685675.00| 1000000.00000 1000000.00 MOBILIZATION | | |0030 2031501/00040 1.000 EACH | 12000.00000 12000.00| 30000.00000 30000.00| 10000.00000 10000.00 FIELD OFFICE TYPE D | | |0040 2031503/00040 1.000 EACH | 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 FIELD LABORATORY TYPE D | | |0050 2051501/00010 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 1.00000 1.00 MAINT AND RESTORATION OF HAUL ROADS | | |0060 2101501/00010 15.000 ACRE | 2100.00000 31500.00| 1500.00000 22500.00| 1600.00000 24000.00 CLEARING | | |0070 2101506/00010 15.000 ACRE | 2100.00000 31500.00| 1400.00000 21000.00| 1500.00000 22500.00 GRUBBING | | |0080 2102501/00020 230.000 S F | 2.00000 460.00| 2.25000 517.50| 2.04000 469.20 PAVEMENT MARKING REMOVAL-PERMANENT | | |0090 2102502/00020 9407.000 L F | 0.50000 4703.50| 0.60000 5644.20| 0.51000 4797.57 PAVEMENT MARKING REMOVAL-PERMANENT | | |0100 2104501/00003 1000.000 L F | 5.00000 5000.00| 1.35000 1350.00| 3.00000 3000.00 REMOVE PIPE DRAIN | | |0110 2104501/00010 1394.000 L F | 5.00000 6970.00| 9.00000 12546.00| 6.00000 8364.00 REMOVE PIPE CULVERTS | | |0120 2104501/00022 807.000 L F | 2.00000 1614.00| 4.00000 3228.00| 3.00000 2421.00 REMOVE CURB AND GUTTER | | |0130 2104503/00021 984.000 S F | 1.00000 984.00| 2.00000 1968.00| 1.00000 984.00 REMOVE CONCRETE WALK | | |0140 2104505/00100 6892.000 S Y | 3.50000 24122.00| 5.00000 34460.00| 5.10000 35149.20 REMOVE PAVEMENT | | |0150 2104505/00120 128173.000 S Y | 1.75000 224302.75| 1.75000 224302.75| 1.80000 230711.40 REMOVE BITUMINOUS PAVEMENT | | |0160 2104505/00122 27967.000 S Y | 1.75000 48942.25| 1.75000 48942.25| 1.80000 50340.60 REMOVE BITUMINOUS SHOULDER PAVEMENT | | |0170 2104509/00102 6.000 EACH | 254.00000 1524.00| 425.00000 2550.00| 50.00000 300.00 REMOVE CATCH BASIN | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0180 2104509/00103 1.000 EACH | 500.00000 500.00| 425.00000 425.00| 500.00000 500.00 REMOVE DROP INLET | | |0190 2104509/00155 6.000 EACH | 150.00000 900.00| 175.00000 1050.00| 200.00000 1200.00 REMOVE LIGHT BASE FOUNDATION | | |0200 2104509/00170 13.000 EACH | 20.00000 260.00| 35.00000 455.00| 18.36000 238.68 REMOVE DELINEATOR | | |0210 2104509/00180 8.000 EACH | 20.00000 160.00| 35.00000 280.00| 18.36000 146.88 REMOVE MARKER | | |0220 2104509/00203 88.000 EACH | 45.00000 3960.00| 30.00000 2640.00| 45.90000 4039.20 REMOVE SIGN TYPE C | | |0230 2104509/00205 19.000 EACH | 75.00000 1425.00| 40.00000 760.00| 73.44000 1395.36 REMOVE SIGN TYPE D | | |0240 2104509/00320 1.000 EACH | 5170.00000 5170.00| 6000.00000 6000.00| 5885.00000 5885.00 REMOVE SIGNAL SYSTEM | | |0250 2104509/00410 9.000 EACH | 300.00000 2700.00| 150.00000 1350.00| 250.00000 2250.00 REMOVE SIGN BASE | | |0260 2104509/00770 2.000 EACH | 100.00000 200.00| 35.00000 70.00| 100.00000 200.00 REMOVE MAIL BOX SUPPORT | | |0270 2104513/00011 28040.000 L F | 1.60000 44864.00| 1.24000 34769.60| 1.17000 32806.80 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0280 2104521/00100 710.000 L F | 8.00000 5680.00| 33.00000 23430.00| 6.00000 4260.00 SALVAGE PIPE CULVERT | | |0290 2104521/00101 124.000 L F | 10.00000 1240.00| 33.00000 4092.00| 6.00000 744.00 SALVAGE CONC PIPE CULVERT | | |0300 2104521/00110 64.000 L F | 5.00000 320.00| 33.00000 2112.00| 8.00000 512.00 SALVAGE PIPE SEWER | | |0310 2104523/00004 2.000 EACH | 100.00000 200.00| 110.00000 220.00| 100.00000 200.00 SALVAGE CASTING | | |0320 2104523/00014 2.000 EACH | 250.00000 500.00| 500.00000 1000.00| 100.00000 200.00 SALVAGE GATE VALVE & BOX | | |0330 2104523/00020 1.000 EACH | 450.00000 450.00| 650.00000 650.00| 250.00000 250.00 SALVAGE HYDRANT | | |0340 2104523/00095 7.000 EACH | 150.00000 1050.00| 350.00000 2450.00| 150.00000 1050.00 SALVAGE PIPE APRON | | |0350 2104523/00100 1.000 EACH | 150.00000 150.00| 350.00000 350.00| 250.00000 250.00 SALVAGE CONCRETE APRON | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0360 2104523/00409 6.000 EACH | 150.00000 900.00| 350.00000 2100.00| 150.00000 900.00 SALVAGE LIGHT POLE | | |0370 2104523/00543 7.000 EACH | 55.00000 385.00| 37.00000 259.00| 56.00000 392.00 SALVAGE SIGN TYPE C | | |0380 2104523/00544 6.000 EACH | 90.00000 540.00| 45.00000 270.00| 92.00000 552.00 SALVAGE SIGN TYPE D | | |0390 2104601/01011 LUMP | 20000.00000 20000.00| 500.00000 500.00| 14000.00000 14000.00 HAUL SALVAGED MATERIAL | | |0400 2105526/00010 1000.000 C Y | 20.00000 20000.00| 25.00000 25000.00| 10.00000 10000.00 SELECT TOPSOIL BORROW (LV) | | |0410 2106607/00010 304172.000 C Y | 4.50000 1368774.00| 5.50000 1672946.00| 4.00000 1216688.00 EXCAVATION - COMMON | | |0420 2106607/00060 47997.000 C Y | 2.00000 95994.00| 5.50000 263983.50| 1.00000 47997.00 COMMON EMBANKMENT (CV) | | |0430 2106607/00070 208201.000 C Y | 2.37000 493436.37| 5.50000 1145105.50| 9.00000 1873809.00 GRANULAR EMBANKMENT (CV) | | |0440 2106607/00080 99705.000 C Y | 8.75000 872418.75| 5.50000 548377.50| 3.50000 348967.50 SELECT GRANULAR EMBANKMENT (CV) | | |0450 2106607/00110 4414.000 C Y | 8.75000 38622.50| 17.00000 75038.00| 10.00000 44140.00 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |0460 2123610/00045 120.000 HOUR | 120.00000 14400.00| 150.00000 18000.00| 110.00000 13200.00 STREET SWEEPER (WITH PICKUP BROOM) | | |0470 2211503/00060 35077.000 C Y | 17.50000 613847.50| 17.00000 596309.00| 17.34000 608235.18 AGGREGATE BASE (CV) CLASS 6 | | |0480 2221503/00060 1104.000 C Y | 20.00000 22080.00| 20.00000 22080.00| 20.40000 22521.60 AGGREGATE SHOULDERING (CV) CLASS 6 | | |0490 2221609/00011 6493.000 TON | 15.00000 97395.00| 15.00000 97395.00| 15.30000 99342.90 AGGREGATE SHOULDERING SPECIAL | | |0500 2231501/00010 3.000 TON | 110.00000 330.00| 100.00000 300.00| 102.00000 306.00 BITUMINOUS PATCHING MIXTURE | | |0510 2232501/00050 7006.000 S Y | 1.10000 7706.60| 1.00000 7006.00| 1.02000 7146.12 MILL BITUMINOUS SURFACE (2.0") | | |0520 2232603/00025 21801.000 L F | 0.25000 5450.25| 0.20000 4360.20| 0.21000 4578.21 MILLED RUMBLE STRIPS | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0530 2301531/00530 184.000 L F | 40.00000 7360.00| 40.00000 7360.00| 40.80000 7507.20 EXPANSION JOINTS DESIGN E8H | | |0540 2301553/00010 725.000 S Y | 65.00000 47125.00| 65.00000 47125.00| 66.30000 48067.50 BRIDGE APPROACH PANELS | | |0550 2357606/00010 5516.000 GAL | 2.50000 13790.00| 2.50000 13790.00| 2.55000 14065.80 BITUMINOUS MATERIAL FOR SHOULDER TACK | | |0560 2360501/12100 4271.000 TON | 51.00000 217821.00| 50.64000 216283.44| 51.65000 220597.15 TYPE SP 9.5 WEARING COURSE MIXTURE (2,A | | |0570 2360501/14300 42585.000 TON | 58.00000 2469930.00| 56.43000 2403071.55| 57.56000 2451192.60 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C | | |0580 2360501/24200 9815.000 TON | 51.00000 500565.00| 50.43000 494970.45| 51.44000 504883.60 TYPE SP 12.5 WEARING COURSE MIXTURE (4, | | | B) | | |0590 2402585/00010 48.000 L F | 150.00000 7200.00| 150.00000 7200.00| 153.00000 7344.00 PIPE RAILING | | |0600 2411501/03132 5.000 C Y | 750.00000 3750.00| 750.00000 3750.00| 765.00000 3825.00 STRUCTURAL CONCRETE (3A32) | | |0610 2411541/00011 166.000 LB | 2.00000 332.00| 1.10000 182.60| 1.12000 185.92 REINFORCEMENT BARS (EPOXY COATED) | | |0620 2411603/00120 1530.000 L F | 90.00000 137700.00| 89.00000 136170.00| 90.78000 138893.40 TEMPORARY RETAINING WALL | | |0630 2422603/03609 4894.000 L F | 33.00000 161502.00| 32.00000 156608.00| 32.64000 159740.16 CONCRETE POSTS 12"X18" | | |0640 2422618/00050 25642.000 S F | 9.50000 243599.00| 9.15000 234624.30| 9.33000 239239.86 WOOD NOISE BARRIER | | |0650 2501511/90182 217.000 L F | 30.00000 6510.00| 37.00000 8029.00| 33.00000 7161.00 18" RC PIPE CULVERT | | |0660 2501511/90242 504.000 L F | 35.00000 17640.00| 45.00000 22680.00| 45.00000 22680.00 24" RC PIPE CULVERT | | |0670 2501511/90362 100.000 L F | 65.00000 6500.00| 70.00000 7000.00| 88.00000 8800.00 36" RC PIPE CULVERT | | |0680 2501515/90150 11.000 EACH | 450.00000 4950.00| 610.00000 6710.00| 420.00000 4620.00 15" RC PIPE APRON | | |0690 2501515/90180 8.000 EACH | 475.00000 3800.00| 620.00000 4960.00| 450.00000 3600.00 18" RC PIPE APRON | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0700 2501515/90210 1.000 EACH | 500.00000 500.00| 680.00000 680.00| 500.00000 500.00 21" RC PIPE APRON | | |0710 2501515/90240 4.000 EACH | 550.00000 2200.00| 720.00000 2880.00| 525.00000 2100.00 24" RC PIPE APRON | | |0720 2501515/90300 1.000 EACH | 650.00000 650.00| 840.00000 840.00| 1000.00000 1000.00 30" RC PIPE APRON | | |0730 2501515/90420 3.000 EACH | 1100.00000 3300.00| 1300.00000 3900.00| 1000.00000 3000.00 42" RC PIPE APRON | | |0740 2501521/90512 79.000 L F | 150.00000 11850.00| 129.00000 10191.00| 150.00000 11850.00 51" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0750 2501525/90510 2.000 EACH | 1200.00000 2400.00| 1390.00000 2780.00| 2000.00000 4000.00 51" SPAN RC PIPE-ARCH APRON | | |0760 2501569/02924 14.000 EACH | 365.00000 5110.00| 710.00000 9940.00| 625.00000 8750.00 24" RC SAFETY APRON | | |0770 2501569/02936 1.000 EACH | 750.00000 750.00| 1160.00000 1160.00| 800.00000 800.00 36" RC SAFETY APRON | | |0780 2501602/00013 1.000 EACH | 2200.00000 2200.00| 4050.00000 4050.00| 5000.00000 5000.00 PLUG FILL & ABANDON PIPE CULVERT | | |0790 2501602/00412 6.000 EACH | 125.00000 750.00| 170.00000 1020.00| 250.00000 1500.00 12" PIPE APRON | | |0800 2501602/08030 1.000 EACH | 450.00000 450.00| 890.00000 890.00| 525.00000 525.00 TRASH GUARD FOR 30" PIPE APRON | | |0810 2501602/08042 2.000 EACH | 750.00000 1500.00| 1530.00000 3060.00| 850.00000 1700.00 TRASH GUARD FOR 42" PIPE APRON | | |0820 2501603/00612 818.000 L F | 20.00000 16360.00| 28.00000 22904.00| 26.00000 21268.00 12" PIPE CULVERT | | |0830 2503541/90152 1070.000 L F | 27.00000 28890.00| 36.00000 38520.00| 28.50000 30495.00 15" RC PIPE SEWER DESIGN 3006 | | |0840 2503541/90182 197.000 L F | 30.00000 5910.00| 39.00000 7683.00| 33.00000 6501.00 18" RC PIPE SEWER DESIGN 3006 | | |0850 2503541/90212 26.000 L F | 33.00000 858.00| 42.00000 1092.00| 38.00000 988.00 21" RC PIPE SEWER DESIGN 3006 | | |0860 2503541/90242 67.000 L F | 35.00000 2345.00| 53.00000 3551.00| 40.00000 2680.00 24" RC PIPE SEWER DESIGN 3006 | | |0870 2503541/90302 331.000 L F | 52.00000 17212.00| 63.00000 20853.00| 50.00000 16550.00 30" RC PIPE SEWER DESIGN 3006 | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0880 2503541/90362 109.000 L F | 70.00000 7630.00| 77.00000 8393.00| 65.00000 7085.00 36" RC PIPE SEWER DESIGN 3006 | | |0890 2503541/90422 600.000 L F | 95.00000 57000.00| 119.00000 71400.00| 90.00000 54000.00 42" RC PIPE SEWER DESIGN 3006 | | |0900 2503602/00042 1.000 EACH | 500.00000 500.00| 580.00000 580.00| 2200.00000 2200.00 CONNECT TO EXISTING STORM SEWER | | |0910 2504601/00040 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| 10000.00000 10000.00 TEMPORARY WATER SERVICE | | |0920 2504602/00010 2.000 EACH | 650.00000 1300.00| 925.00000 1850.00| 2500.00000 5000.00 CONNECT TO EXISTING WATER MAIN | | |0930 2504602/00020 1.000 EACH | 3300.00000 3300.00| 3500.00000 3500.00| 4000.00000 4000.00 HYDRANT | | |0940 2504602/00029 1.000 EACH | 500.00000 500.00| 920.00000 920.00| 1050.00000 1050.00 INSTALL GATE VALVE AND BOX | | |0950 2504602/00410 1.000 EACH | 250.00000 250.00| 375.00000 375.00| 350.00000 350.00 1" CORPORATION STOP | | |0960 2504602/00420 1.000 EACH | 500.00000 500.00| 675.00000 675.00| 500.00000 500.00 2" CORPORATION STOP | | |0970 2504602/00806 1.000 EACH | 1400.00000 1400.00| 1330.00000 1330.00| 1850.00000 1850.00 6" GATE VALVE AND BOX | | |0980 2504602/00808 2.000 EACH | 1900.00000 3800.00| 1690.00000 3380.00| 2250.00000 4500.00 8" GATE VALVE AND BOX | | |0990 2504602/03100 1.000 EACH | 250.00000 250.00| 300.00000 300.00| 300.00000 300.00 1" CURB STOP & BOX | | |1000 2504602/03200 1.000 EACH | 550.00000 550.00| 565.00000 565.00| 500.00000 500.00 2" CURB STOP & BOX | | |1010 2504603/00710 42.000 L F | 22.00000 924.00| 24.00000 1008.00| 30.00000 1260.00 1" TYPE K COPPER PIPE | | |1020 2504603/00720 16.000 L F | 35.00000 560.00| 80.00000 1280.00| 50.00000 800.00 2" TYPE K COPPER PIPE | | |1030 2504603/02006 42.000 L F | 22.00000 924.00| 28.00000 1176.00| 50.00000 2100.00 6" PVC WATERMAIN | | |1040 2504603/02008 388.000 L F | 26.00000 10088.00| 28.50000 11058.00| 35.00000 13580.00 8" PVC WATERMAIN | | |1050 2504608/00015 302.000 LB | 5.00000 1510.00| 5.50000 1661.00| 7.00000 2114.00 WATERMAIN FITTINGS | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1060 2506501/00012 47.000 L F | 250.00000 11750.00| 231.00000 10857.00| 225.00000 10575.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |1070 2506501/00030 8.000 L F | 275.00000 2200.00| 406.00000 3248.00| 625.00000 5000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | |1080 2506501/00032 52.000 L F | 235.00000 12220.00| 316.00000 16432.00| 526.00000 27352.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | | OR G | | |1090 2506501/00080 56.000 L F | 200.00000 11200.00| 301.00000 16856.00| 345.00000 19320.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |1100 2506501/00090 3.000 L F | 250.00000 750.00| 534.00000 1602.00| 320.00000 960.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN I | | |1110 2506501/00190 6.000 L F | 325.00000 1950.00| 1100.00000 6600.00| 450.00000 2700.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-48 | | |1120 2506501/02720 6.000 L F | 325.00000 1950.00| 433.00000 2598.00| 440.00000 2640.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 54-4020 | | |1130 2506501/03020 11.000 L F | 375.00000 4125.00| 512.00000 5632.00| 625.00000 6875.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |1140 2506501/04220 13.000 L F | 550.00000 7150.00| 813.00000 10569.00| 700.00000 9100.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |1150 2506516/00010 44.000 EACH | 650.00000 28600.00| 675.00000 29700.00| 485.00000 21340.00 CASTING ASSEMBLY | | |1160 2506521/00010 2.000 EACH | 250.00000 500.00| 170.00000 340.00| 300.00000 600.00 INSTALL CASTING | | |1170 2506522/00011 4.000 EACH | 250.00000 1000.00| 350.00000 1400.00| 500.00000 2000.00 ADJUST FRAME & RING CASTING | | |1180 2511501/00012 48.000 C Y | 62.00000 2976.00| 93.00000 4464.00| 65.00000 3120.00 RANDOM RIPRAP CLASS II | | |1190 2511501/00013 109.000 C Y | 62.00000 6758.00| 103.00000 11227.00| 65.00000 7085.00 RANDOM RIPRAP CLASS III | | |1200 2511501/00014 42.000 C Y | 62.00000 2604.00| 165.00000 6930.00| 65.00000 2730.00 RANDOM RIPRAP CLASS IV | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1210 2511515/00014 537.000 S Y | 2.00000 1074.00| 4.00000 2148.00| 2.50000 1342.50 GEOTEXTILE FILTER TYPE IV | | |1220 2521501/00040 10119.000 S F | 2.75000 27827.25| 3.10000 31368.90| 3.03000 30660.57 4" CONCRETE WALK | | |1230 2521501/00060 3245.000 S F | 3.00000 9735.00| 4.14000 13434.30| 3.91000 12687.95 6" CONCRETE WALK | | |1240 2531501/02120 3851.000 L F | 12.00000 46212.00| 11.56000 44517.56| 11.34000 43670.34 CONCRETE CURB & GUTTER DESIGN B424 | | |1250 2531501/02320 2991.000 L F | 13.00000 38883.00| 12.58000 37626.78| 12.34000 36908.94 CONCRETE CURB & GUTTER DESIGN B624 | | |1260 2531502/00704 23.000 L F | 15.00000 345.00| 20.80000 478.40| 20.40000 469.20 CONCRETE CURB DESIGN V4 | | |1270 2531503/00010 220.000 S Y | 40.00000 8800.00| 38.48000 8465.60| 37.75000 8305.00 CONCRETE MEDIAN | | |1280 2531507/00080 110.000 S Y | 40.00000 4400.00| 61.13000 6724.30| 60.00000 6600.00 8" CONCRETE DRIVEWAY PAVEMENT | | |1290 2531618/00010 80.000 S F | 40.00000 3200.00| 57.20000 4576.00| 56.10000 4488.00 TRUNCATED DOMES | | |1300 2533507/00010 20603.000 L F | 14.00000 288442.00| 13.75000 283291.25| 13.77000 283703.31 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 | | |1310 2535501/00010 472.000 L F | 10.00000 4720.00| 5.00000 2360.00| 11.00000 5192.00 BITUMINOUS CURB | | |1320 2540602/00150 2.000 EACH | 150.00000 300.00| 125.00000 250.00| 163.00000 326.00 MAIL BOX SUPPORT | | |1330 2540602/00155 2.000 EACH | 50.00000 100.00| 80.00000 160.00| 31.00000 62.00 RELOCATE MAIL BOX SUPPORT | | |1340 2545511/09040 24.000 EACH | 2450.00000 58800.00| 2300.00000 55200.00| 2468.00000 59232.00 LIGHTING UNIT TYPE 9-40 | | |1350 2545514/00040 4.000 EACH | 1000.00000 4000.00| 950.00000 3800.00| 1017.00000 4068.00 UNDERPASS LIGHTING FIXTURE TYPE L | | |1360 2545515/00005 24.000 EACH | 550.00000 13200.00| 580.00000 13920.00| 518.00000 12432.00 LIGHT BASE DESIGN E | | |1370 2545521/00027 280.000 L F | 4.25000 1190.00| 5.00000 1400.00| 4.25000 1190.00 1" RIGID STEEL CONDUIT | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1380 2545523/00053 430.000 L F | 3.25000 1397.50| 3.50000 1505.00| 3.23000 1388.90 2" NON-METALLIC CONDUIT | | |1390 2545523/00078 1260.000 L F | 5.00000 6300.00| 5.00000 6300.00| 4.97000 6262.20 3" NON-METALLIC CONDUIT | | |1400 2545531/01020 1430.000 L F | 1.75000 2502.50| 2.00000 2860.00| 1.70000 2431.00 UNDERGROUND WIRE 1 COND NO 2 | | |1410 2545531/01061 378.000 L F | 1.00000 378.00| 1.50000 567.00| 0.89000 336.42 UNDERGROUND WIRE 1 COND NO 6(BARE) | | |1420 2545533/00404 10716.000 L F | 6.00000 64296.00| 9.00000 96444.00| 6.10000 65367.60 ARMORED CABLE 4 COND NO 4 | | |1430 2545541/01101 5.000 EACH | 2750.00000 13750.00| 2713.00000 13565.00| 2762.00000 13810.00 SERVICE CABINET SECONDARY TYPE A | | |1440 2545553/00010 9.000 EACH | 550.00000 4950.00| 700.00000 6300.00| 528.00000 4752.00 HANDHOLE | | |1450 2545601/00211 LUMP | 7000.00000 7000.00| 9500.00000 9500.00| 7046.00000 7046.00 TEMPORARY LIGHTING SYSTEM A | | |1460 2545601/00212 LUMP | 7000.00000 7000.00| 7600.00000 7600.00| 6943.00000 6943.00 TEMPORARY LIGHTING SYSTEM B | | |1470 2545602/00002 7.000 EACH | 775.00000 5425.00| 1100.00000 7700.00| 786.00000 5502.00 SERVICE EQUIPMENT | | |1480 2545602/00108 28.000 EACH | 80.00000 2240.00| 45.00000 1260.00| 79.00000 2212.00 LIGHT STANDARD NUMBERING | | |1490 2545602/01115 3.000 EACH | 160.00000 480.00| 275.00000 825.00| 155.00000 465.00 15' WOOD POLE | | |1500 2545603/00070 20.000 L F | 3.00000 60.00| 17.00000 340.00| 3.00000 60.00 1" LIQUIDTIGHT FLEXIBLE CONDUIT | | |1510 2554501/00001 125.000 L F | 54.00000 6750.00| 75.00000 9375.00| 54.57000 6821.25 TRAFFIC BARRIER DESIGN SPECIAL | | |1520 2554501/02038 3188.000 L F | 17.00000 54196.00| 16.80000 53558.40| 17.13000 54610.44 TRAFFIC BARRIER DESIGN B8338 | | |1530 2554523/00028 5.000 EACH | 2040.00000 10200.00| 2038.50000 10192.50| 2080.00000 10400.00 END TREATMENT-TANGENT TERMINAL | | |1540 2554602/00071 27.000 EACH | 58.00000 1566.00| 65.00000 1755.00| 59.00000 1593.00 GUIDE POST TYPE SPECIAL | | |1550 2554615/00009 10.000 AMBY | 2500.00000 25000.00| 2500.00000 25000.00| 2856.00000 28560.00 IMPACT ATTENUATOR | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1560 2557501/01522 14227.000 L F | 9.80000 139424.60| 9.93000 141274.11| 10.00000 142270.00 WIRE FENCE DESIGN 60-9322 | | |1570 2557517/00011 2.000 EACH | 1200.00000 2400.00| 890.00000 1780.00| 1107.00000 2214.00 VEHICULAR GATE-SINGLE | | |1580 2557517/00012 1.000 EACH | 2000.00000 2000.00| 1200.00000 1200.00| 1918.00000 1918.00 VEHICULAR GATE-DOUBLE | | |1590 2557603/00020 8791.000 L F | 7.00000 61537.00| 8.00000 70328.00| 7.14000 62767.74 TEMPORARY GLARE SCREEN | | |1600 2563601/00001 LUMP | 70000.00000 70000.00| 70000.00000 70000.00| 69360.00000 69360.00 TRAFFIC CONTROL SUPERVISOR | | |1610 2563601/00010 LUMP | 225000.00000 225000.00| 245000.00000 245000.00| 230000.00000 230000.00 TRAFFIC CONTROL | | |1620 2563601/00200 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 44000.00000 44000.00 DETOUR SIGNING | | |1630 2563602/00028 901.000 EACH | 5.50000 4955.50| 10.50000 9460.50| 5.61000 5054.61 PORTABLE CONCRETE BARRIER DELINEATOR | | |1640 2563602/00098 75.000 EACH | 2.50000 187.50| 40.00000 3000.00| 30.60000 2295.00 TUBE DELINEATOR | | |1650 2563602/01100 3.000 EACH | 8000.00000 24000.00| 125.00000 375.00| 8160.00000 24480.00 PORTABLE CHANGEABLE MESSAGE SIGN | | |1660 2564522/00111 4248.000 LB | 3.00000 12744.00| 2.80000 11894.40| 2.85000 12106.80 STRUCTURAL STEEL-POSTS FOR TYPE A SIGNS | | |1670 2564531/00110 329.000 S F | 28.50000 9376.50| 28.40000 9343.60| 29.00000 9541.00 SIGN PANELS TYPE A | | |1680 2564531/00130 1067.000 S F | 31.50000 33610.50| 33.50000 35744.50| 32.00000 34144.00 SIGN PANELS TYPE C | | |1690 2564531/00140 322.000 S F | 29.50000 9499.00| 36.00000 11592.00| 29.73000 9573.06 SIGN PANELS TYPE D | | |1700 2564531/00189 44.000 S F | 15.00000 660.00| 12.50000 550.00| 13.26000 583.44 SIGN PANELS TYPE OVERLAY | | |1710 2564537/00013 7.000 EACH | 175.00000 1225.00| 95.00000 665.00| 178.00000 1246.00 INSTALL SIGN TYPE C | | |1720 2564537/00014 6.000 EACH | 315.00000 1890.00| 155.00000 930.00| 308.00000 1848.00 INSTALL SIGN TYPE D | | |1730 2564550/00106 14.000 EACH | 95.00000 1330.00| 65.00000 910.00| 93.00000 1302.00 DELINEATOR TYPE X4-6 | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1740 2564550/00113 13.000 EACH | 75.00000 975.00| 70.00000 910.00| 74.00000 962.00 DELINEATOR TYPE X4-13 | | |1750 2564551/00010 6.000 EACH | 145.00000 870.00| 65.00000 390.00| 144.00000 864.00 REFERENCE POST MARKER | | |1760 2564552/00010 7.000 EACH | 95.00000 665.00| 75.00000 525.00| 95.00000 665.00 HAZARD MARKER X4-2 | | |1770 2564554/00010 3.000 EACH | 70.00000 210.00| 65.00000 195.00| 67.00000 201.00 SNOW PLOW MARKER X4-5 | | |1780 2565616/00301 1.000 SYS | 55000.00000 55000.00| 51747.00000 51747.00| 55000.00000 55000.00 TEMPORARY SIGNAL SYSTEM A | | |1790 2565616/00302 1.000 SYS | 55000.00000 55000.00| 50845.00000 50845.00| 55000.00000 55000.00 TEMPORARY SIGNAL SYSTEM B | | |1800 2572501/00010 1264.000 L F | 3.25000 4108.00| 1.60000 2022.40| 1.53000 1933.92 TEMPORARY FENCE | | |1810 2573502/00040 10352.000 L F | 1.00000 10352.00| 1.00000 10352.00| 1.53000 15838.56 SILT FENCE, TYPE MACHINE SLICED | | |1820 2573512/00013 200.000 L F | 2.50000 500.00| 2.30000 460.00| 3.32000 664.00 TEMPORARY DITCH CHECK TYPE 3 | | |1830 2573530/00010 46.000 EACH | 125.00000 5750.00| 95.00000 4370.00| 102.00000 4692.00 STORM DRAIN INLET PROTECTION | | |1840 2573540/00030 3368.000 L F | 2.00000 6736.00| 2.00000 6736.00| 3.60000 12124.80 FILTER LOG TYPE COMPOST LOG | | |1850 2573601/00060 LUMP | 600.00000 600.00| 600.00000 600.00| 10000.00000 10000.00 CULVERT END PROTECTION | | |1860 2573602/00020 2.000 EACH | 1000.00000 2000.00| 2500.00000 5000.00| 800.00000 1600.00 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |1870 2575501/00010 78.000 ACRE | 65.00000 5070.00| 65.00000 5070.00| 97.00000 7566.00 SEEDING | | |1880 2575502/00150 1013.000 LB | 2.50000 2532.50| 2.47000 2502.11| 2.55000 2583.15 SEED MIXTURE 150 | | |1890 2575502/00240 4863.000 LB | 2.60000 12643.80| 2.54000 12352.02| 3.32000 16145.16 SEED MIXTURE 240 | | |1900 2575502/00310 82.000 LB | 19.00000 1558.00| 18.68000 1531.76| 20.00000 1640.00 SEED MIXTURE 310 | | |1910 2575505/00050 331.000 S Y | 5.00000 1655.00| 5.00000 1655.00| 5.10000 1688.10 SODDING TYPE SALT RESISTANT | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1920 2575511/00010 40.000 TON | 90.00000 3600.00| 90.00000 3600.00| 97.00000 3880.00 MULCH MATERIAL TYPE 1 | | |1930 2575511/00030 126.000 TON | 150.00000 18900.00| 150.00000 18900.00| 215.00000 27090.00 MULCH MATERIAL TYPE 3 | | |1940 2575519/00010 63.000 ACRE | 65.00000 4095.00| 65.00000 4095.00| 31.00000 1953.00 DISK ANCHORING | | |1950 2575523/00013 23872.000 S Y | 0.75000 17904.00| 0.70000 16710.40| 1.00000 23872.00 EROSION CONTROL BLANKETS CATEGORY 3 | | |1960 2575532/00010 26775.000 LB | 0.40000 10710.00| 0.35000 9371.25| 0.50000 13387.50 FERTILIZER TYPE 1 | | |1970 2575533/00010 153.000 TON | 30.00000 4590.00| 30.00000 4590.00| 20.40000 3121.20 AGRICULTURAL LIME | | |1980 2575560/00050 10125.000 LB | 0.55000 5568.75| 0.55000 5568.75| 0.60000 6075.00 HYDRAULIC SOIL STABILIZER TYPE 5 | | |1990 2575571/00010 60.000 MGAL | 145.00000 8700.00| 145.00000 8700.00| 179.00000 10740.00 RAPID STABILIZATION METHOD 3 | | |2000 2581501/00010 11585.000 L F | 1.25000 14481.25| 1.35000 15639.75| 1.28000 14828.80 REMOVABLE PREFORMED PLASTIC MARKING | | |2010 2581603/00020 1164.000 L F | 2.25000 2619.00| 2.25000 2619.00| 2.30000 2677.20 REMOVABLE PREFORMED PLASTIC MASK (BLACK | | |2020 2582501/01001 8.000 EACH | 60.00000 480.00| 55.00000 440.00| 56.10000 448.80 PAVEMENT MESSAGE (LEFT ARROW) PAINT | | |2030 2582501/01002 8.000 EACH | 60.00000 480.00| 55.00000 440.00| 56.10000 448.80 PAVEMENT MESSAGE (RIGHT ARROW) PAINT | | |2040 2582501/01009 8.000 EACH | 60.00000 480.00| 55.00000 440.00| 56.10000 448.80 PAVEMENT MESSAGE (THRU ARROW) PAINT | | |2050 2582502/11524 320.000 L F | 4.25000 1360.00| 4.00000 1280.00| 4.08000 1305.60 24" STOP LINE WHITE-PAINT | | |2060 2582502/31104 2220.000 L F | 3.30000 7326.00| 3.20000 7104.00| 3.26000 7237.20 4" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2070 2582502/31108 3380.000 L F | 6.50000 21970.00| 6.40000 21632.00| 6.53000 22071.40 8" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2080 2582502/31204 4793.000 L F | 3.30000 15816.90| 3.20000 15337.60| 3.26000 15625.18 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2090 2582502/31207 63.000 L F | 6.10000 384.30| 6.00000 378.00| 6.12000 385.56 7" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2100 2582502/31304 94.000 L F | 4.00000 376.00| 3.90000 366.60| 4.00000 376.00 4" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2110 2582502/31308 487.000 L F | 7.00000 3409.00| 6.90000 3360.30| 7.04000 3428.48 8" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2120 2582502/41104 43246.000 L F | 0.25000 10811.50| 0.23000 9946.58| 0.23000 9946.58 4" SOLID LINE WHITE-EPOXY | | |2130 2582502/42104 44233.000 L F | 0.25000 11058.25| 0.23000 10173.59| 0.23000 10173.59 4" SOLID LINE YELLOW-EPOXY | | |2140 2582502/42124 601.000 L F | 5.50000 3305.50| 5.00000 3005.00| 5.10000 3065.10 24" SOLID LINE YELLOW-EPOXY | | |2150 2582502/42204 263.000 L F | 0.25000 65.75| 0.23000 60.49| 0.23000 60.49 4" BROKEN LINE YELLOW-EPOXY | | |2160 2582603/11105 41867.000 L F | 0.35000 14653.45| 0.34000 14234.78| 0.35000 14653.45 4" SOLID LINE WHITE-PAINT (WR) | | |2170 2582603/11204 2809.000 L F | 0.35000 983.15| 0.34000 955.06| 0.35000 983.15 4" BROKEN LINE WHITE-PAINT (WR) | | |2180 2582603/12104 37159.000 L F | 0.35000 13005.65| 0.34000 12634.06| 0.35000 13005.65 4" SOLID LINE YELLOW-PAINT (WR) | | |2190 2582603/12204 114.000 L F | 0.35000 39.90| 0.34000 38.76| 0.35000 39.90 4" BROKEN LINE YELLOW-PAINT (WR) | | |2200 2582618/00010 1133.000 S F | 13.00000 14729.00| 12.00000 13596.00| 12.25000 13879.25 PAVEMENT MARKING SPECIAL | | | SECTION TOTALS | $ 10,451,845.97| $ 11,603,626.70| $ 11,775,115.23------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO. 05009 | | |2210 2105604/00035 411.000 S Y | 2.00000 822.00| 4.00000 1644.00| 4.00000 1644.00 GEOTEXTILE FABRIC TYPE V | | |2220 2105604/00060 411.000 S Y | 3.50000 1438.50| 5.00000 2055.00| 8.00000 3288.00 GEOGRID | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2230 2401501/01143 269.000 C Y | 460.00000 123740.00| 450.00000 121050.00| 459.00000 123471.00 STRUCTURAL CONCRETE (1A43) | | |2240 2401501/03643 329.000 C Y | 510.00000 167790.00| 500.00000 164500.00| 510.00000 167790.00 STRUCTURAL CONCRETE (3Y43) | | |2250 2401512/03630 5340.000 S F | 16.25000 86775.00| 16.00000 85440.00| 16.32000 87148.80 BRIDGE SLAB CONCRETE (3Y33HP) | | |2260 2401513/01246 344.000 L F | 47.00000 16168.00| 46.00000 15824.00| 46.92000 16140.48 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2270 2401541/00010 21750.000 LB | 1.05000 22837.50| 1.00000 21750.00| 1.02000 22185.00 REINFORCEMENT BARS | | |2280 2401541/00011 76370.000 LB | 1.15000 87825.50| 1.10000 84007.00| 1.12000 85534.40 REINFORCEMENT BARS (EPOXY COATED) | | |2290 2401541/00020 410.000 LB | 5.00000 2050.00| 5.00000 2050.00| 5.10000 2091.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2300 2401601/00010 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 STRUCTURE EXCAVATION | | |2310 2401618/00300 7298.000 S F | 0.75000 5473.50| 0.70000 5108.60| 0.71000 5181.58 BRIDGE DECK PLANING | | |2320 2402595/00010 14.000 EACH | 1100.00000 15400.00| 1000.00000 14000.00| 1020.00000 14280.00 BEARING ASSEMBLY | | |2330 2404501/00200 7927.000 S F | 2.50000 19817.50| 2.50000 19817.50| 2.55000 20213.85 CONCRETE WEARING COURSE (3U17A) | | |2340 2405502/20045 807.000 L F | 175.00000 141225.00| 175.00000 141225.00| 179.00000 144453.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2350 2405511/20045 82.000 L F | 65.00000 5330.00| 65.00000 5330.00| 66.30000 5436.60 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2360 2411618/00220 1366.000 S F | 1.15000 1570.90| 1.13000 1543.58| 1.15000 1570.90 ANTI-GRAFFITI COATING | | |2370 2411618/00320 1366.000 S F | 3.00000 4098.00| 2.85000 3893.10| 2.91000 3975.06 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2380 2411618/00525 1366.000 S F | 22.00000 30052.00| 20.00000 27320.00| 20.40000 27866.40 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2390 2451505/00030 387.000 C Y | 20.00000 7740.00| 30.00000 11610.00| 40.00000 15480.00 AGGREGATE BACKFILL (CV) | | |2400 2502502/00010 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1020.00000 1020.00 DRAINAGE SYSTEM TYPE (B910) | | |2410 2514501/00010 368.000 S Y | 65.00000 23920.00| 60.00000 22080.00| 61.20000 22521.60 CONCRETE SLOPE PAVING | | |2420 2545509/00060 LUMP | 4500.00000 4500.00| 3400.00000 3400.00| 4254.00000 4254.00 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 784,673.40| $ 764,647.78| $ 785,545.67------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO. 05012 | | |2430 2105604/00035 470.000 S Y | 2.00000 940.00| 4.00000 1880.00| 4.00000 1880.00 GEOTEXTILE FABRIC TYPE V | | |2440 2105604/00060 470.000 S Y | 3.50000 1645.00| 5.00000 2350.00| 8.00000 3760.00 GEOGRID | | |2450 2401501/01143 341.000 C Y | 460.00000 156860.00| 450.00000 153450.00| 459.00000 156519.00 STRUCTURAL CONCRETE (1A43) | | |2460 2401501/03643 410.000 C Y | 510.00000 209100.00| 500.00000 205000.00| 510.00000 209100.00 STRUCTURAL CONCRETE (3Y43) | | |2470 2401512/03630 5805.000 S F | 16.25000 94331.25| 16.00000 92880.00| 16.32000 94737.60 BRIDGE SLAB CONCRETE (3Y33HP) | | |2480 2401513/01246 355.000 L F | 47.00000 16685.00| 46.00000 16330.00| 46.92000 16656.60 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2490 2401541/00010 29880.000 LB | 1.05000 31374.00| 1.00000 29880.00| 1.02000 30477.60 REINFORCEMENT BARS | | |2500 2401541/00011 85950.000 LB | 1.15000 98842.50| 1.10000 94545.00| 1.12000 96264.00 REINFORCEMENT BARS (EPOXY COATED) | | |2510 2401541/00020 500.000 LB | 5.00000 2500.00| 5.00000 2500.00| 5.10000 2550.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2520 2401601/00010 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 STRUCTURE EXCAVATION | | |2530 2401618/00300 7753.000 S F | 0.75000 5814.75| 0.70000 5427.10| 0.71000 5504.63 BRIDGE DECK PLANING | | |




==================================================================================================================================== |( 3 ) F0007 |( 4 ) H438 |( 5 ) L259 |J R FERCHE INC |HOFFMAN CONSTRUCTION COMPANY |R L LARSON EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2540 2402595/00010 14.000 EACH | 1100.00000 15400.00| 1000.00000 14000.00| 1020.00000 14280.00 BEARING ASSEMBLY | | |2550 2404501/00200 8382.000 S F | 2.50000 20955.00| 2.50000 20955.00| 2.55000 21374.10 CONCRETE WEARING COURSE (3U17A) | | |2560 2405502/20045 807.000 L F | 175.00000 141225.00| 175.00000 141225.00| 179.00000 144453.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2570 2405511/20045 90.000 L F | 65.00000 5850.00| 65.00000 5850.00| 66.30000 5967.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2580 2411618/00220 1580.000 S F | 1.15000 1817.00| 1.13000 1785.40| 1.15000 1817.00 ANTI-GRAFFITI COATING | | |2590 2411618/00320 1580.000 S F | 3.00000 4740.00| 2.85000 4503.00| 2.91000 4597.80 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2600 2411618/00525 1580.000 S F | 22.00000 34760.00| 20.00000 31600.00| 20.40000 32232.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |2610 2451505/00030 480.000 C Y | 20.00000 9600.00| 30.00000 14400.00| 40.00000 19200.00 AGGREGATE BACKFILL (CV) | | |2620 2502502/00010 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1020.00000 1020.00 DRAINAGE SYSTEM TYPE (B910) | | |2630 2514501/00010 380.000 S Y | 65.00000 24700.00| 60.00000 22800.00| 61.20000 23256.00 CONCRETE SLOPE PAVING | | |2640 2545509/00060 LUMP | 4500.00000 4500.00| 3400.00000 3400.00| 4170.00000 4170.00 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 897,739.50| $ 875,760.50| $ 899,816.33------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,134,258.87| $ 13,244,034.98| $ 13,460,477.23==================================================================================================================================== COST PLUS TIME TOTALS | $ 12,549,258.87| $ 13,394,034.98 | $ 14,010,477.23====================================================================================================================================




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SP 0502-96 AGREEMENT #03362 | | |0010 2013601/00010 LUMP | 103300.00000 103300.00| 4500.00000 4500.00| 4500.00000 4500.00 SURVEY EQUIPMENT | | |0020 2021501/00010 LUMP | 730000.00000 730000.00| 721569.93000 721569.93| 1999842.00000 1999842.00 MOBILIZATION | | |0030 2031501/00040 1.000 EACH | 33500.00000 33500.00| 19800.00000 19800.00| 14000.00000 14000.00 FIELD OFFICE TYPE D | | |0040 2031503/00040 1.000 EACH | 33500.00000 33500.00| 23400.00000 23400.00| 19000.00000 19000.00 FIELD LABORATORY TYPE D | | |0050 2051501/00010 LUMP | 6410.00000 6410.00| 1.00000 1.00| 1000.00000 1000.00 MAINT AND RESTORATION OF HAUL ROADS | | |0060 2101501/00010 15.000 ACRE | 1560.00000 23400.00| 3000.00000 45000.00| 1600.00000 24000.00 CLEARING | | |0070 2101506/00010 15.000 ACRE | 1460.00000 21900.00| 3000.00000 45000.00| 1500.00000 22500.00 GRUBBING | | |0080 2102501/00020 230.000 S F | 2.35000 540.50| 2.00000 460.00| 2.00000 460.00 PAVEMENT MARKING REMOVAL-PERMANENT | | |0090 2102502/00020 9407.000 L F | 0.63000 5926.41| 0.50000 4703.50| 0.50000 4703.50 PAVEMENT MARKING REMOVAL-PERMANENT | | |0100 2104501/00003 1000.000 L F | 4.40000 4400.00| 2.00000 2000.00| 6.00000 6000.00 REMOVE PIPE DRAIN | | |0110 2104501/00010 1394.000 L F | 11.10000 15473.40| 7.00000 9758.00| 12.00000 16728.00 REMOVE PIPE CULVERTS | | |0120 2104501/00022 807.000 L F | 4.85000 3913.95| 3.00000 2421.00| 3.50000 2824.50 REMOVE CURB AND GUTTER | | |0130 2104503/00021 984.000 S F | 2.10000 2066.40| 2.00000 1968.00| 0.60000 590.40 REMOVE CONCRETE WALK | | |0140 2104505/00100 6892.000 S Y | 6.20000 42730.40| 6.00000 41352.00| 5.00000 34460.00 REMOVE PAVEMENT | | |0150 2104505/00120 128173.000 S Y | 2.35000 301206.55| 3.30000 422970.90| 1.75000 224302.75 REMOVE BITUMINOUS PAVEMENT | | |0160 2104505/00122 27967.000 S Y | 2.10000 58730.70| 2.00000 55934.00| 1.75000 48942.25 REMOVE BITUMINOUS SHOULDER PAVEMENT | | |0170 2104509/00102 6.000 EACH | 306.00000 1836.00| 300.00000 1800.00| 450.00000 2700.00 REMOVE CATCH BASIN | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0180 2104509/00103 1.000 EACH | 304.00000 304.00| 600.00000 600.00| 500.00000 500.00 REMOVE DROP INLET | | |0190 2104509/00155 6.000 EACH | 169.00000 1014.00| 600.00000 3600.00| 175.00000 1050.00 REMOVE LIGHT BASE FOUNDATION | | |0200 2104509/00170 13.000 EACH | 18.80000 244.40| 18.00000 234.00| 10.00000 130.00 REMOVE DELINEATOR | | |0210 2104509/00180 8.000 EACH | 18.80000 150.40| 18.00000 144.00| 10.00000 80.00 REMOVE MARKER | | |0220 2104509/00203 88.000 EACH | 46.90000 4127.20| 45.00000 3960.00| 65.00000 5720.00 REMOVE SIGN TYPE C | | |0230 2104509/00205 19.000 EACH | 75.00000 1425.00| 90.00000 1710.00| 85.00000 1615.00 REMOVE SIGN TYPE D | | |0240 2104509/00320 1.000 EACH | 6250.00000 6250.00| 6000.00000 6000.00| 6000.00000 6000.00 REMOVE SIGNAL SYSTEM | | |0250 2104509/00410 9.000 EACH | 162.00000 1458.00| 125.00000 1125.00| 750.00000 6750.00 REMOVE SIGN BASE | | |0260 2104509/00770 2.000 EACH | 36.50000 73.00| 35.00000 70.00| 35.00000 70.00 REMOVE MAIL BOX SUPPORT | | |0270 2104513/00011 28040.000 L F | 1.20000 33648.00| 1.14000 31965.60| 2.00000 56080.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0280 2104521/00100 710.000 L F | 12.10000 8591.00| 6.00000 4260.00| 10.00000 7100.00 SALVAGE PIPE CULVERT | | |0290 2104521/00101 124.000 L F | 12.10000 1500.40| 14.00000 1736.00| 30.00000 3720.00 SALVAGE CONC PIPE CULVERT | | |0300 2104521/00110 64.000 L F | 12.10000 774.40| 19.00000 1216.00| 15.00000 960.00 SALVAGE PIPE SEWER | | |0310 2104523/00004 2.000 EACH | 229.00000 458.00| 200.00000 400.00| 200.00000 400.00 SALVAGE CASTING | | |0320 2104523/00014 2.000 EACH | 453.00000 906.00| 720.00000 1440.00| 450.00000 900.00 SALVAGE GATE VALVE & BOX | | |0330 2104523/00020 1.000 EACH | 302.00000 302.00| 600.00000 600.00| 1000.00000 1000.00 SALVAGE HYDRANT | | |0340 2104523/00095 7.000 EACH | 201.00000 1407.00| 460.00000 3220.00| 80.00000 560.00 SALVAGE PIPE APRON | | |0350 2104523/00100 1.000 EACH | 603.00000 603.00| 470.00000 470.00| 350.00000 350.00 SALVAGE CONCRETE APRON | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0360 2104523/00409 6.000 EACH | 365.00000 2190.00| 350.00000 2100.00| 350.00000 2100.00 SALVAGE LIGHT POLE | | |0370 2104523/00543 7.000 EACH | 57.30000 401.10| 55.00000 385.00| 75.00000 525.00 SALVAGE SIGN TYPE C | | |0380 2104523/00544 6.000 EACH | 93.80000 562.80| 90.00000 540.00| 100.00000 600.00 SALVAGE SIGN TYPE D | | |0390 2104601/01011 LUMP | 3710.00000 3710.00| 500.00000 500.00| 7500.00000 7500.00 HAUL SALVAGED MATERIAL | | |0400 2105526/00010 1000.000 C Y | 9.30000 9300.00| 28.00000 28000.00| 30.00000 30000.00 SELECT TOPSOIL BORROW (LV) | | |0410 2106607/00010 304172.000 C Y | 3.55000 1079810.60| 6.00000 1825032.00| 4.23000 1286647.56 EXCAVATION - COMMON | | |0420 2106607/00060 47997.000 C Y | 3.45000 165589.65| 3.00000 143991.00| 2.13000 102233.61 COMMON EMBANKMENT (CV) | | |0430 2106607/00070 208201.000 C Y | 8.15000 1696838.15| 6.50000 1353306.50| 8.34000 1736396.34 GRANULAR EMBANKMENT (CV) | | |0440 2106607/00080 99705.000 C Y | 6.90000 687964.50| 13.00000 1296165.00| 10.50000 1046902.50 SELECT GRANULAR EMBANKMENT (CV) | | |0450 2106607/00110 4414.000 C Y | 5.95000 26263.30| 15.00000 66210.00| 22.00000 97108.00 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |0460 2123610/00045 120.000 HOUR | 189.00000 22680.00| 140.00000 16800.00| 140.00000 16800.00 STREET SWEEPER (WITH PICKUP BROOM) | | |0470 2211503/00060 35077.000 C Y | 32.90000 1154033.30| 20.00000 701540.00| 17.00000 596309.00 AGGREGATE BASE (CV) CLASS 6 | | |0480 2221503/00060 1104.000 C Y | 32.90000 36321.60| 23.00000 25392.00| 20.00000 22080.00 AGGREGATE SHOULDERING (CV) CLASS 6 | | |0490 2221609/00011 6493.000 TON | 7.15000 46424.95| 12.00000 77916.00| 15.00000 97395.00 AGGREGATE SHOULDERING SPECIAL | | |0500 2231501/00010 3.000 TON | 933.00000 2799.00| 130.00000 390.00| 100.00000 300.00 BITUMINOUS PATCHING MIXTURE | | |0510 2232501/00050 7006.000 S Y | 2.35000 16464.10| 1.60000 11209.60| 1.00000 7006.00 MILL BITUMINOUS SURFACE (2.0") | | |0520 2232603/00025 21801.000 L F | 0.23000 5014.23| 0.27000 5886.27| 0.25000 5450.25 MILLED RUMBLE STRIPS | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0530 2301531/00530 184.000 L F | 41.70000 7672.80| 40.00000 7360.00| 40.00000 7360.00 EXPANSION JOINTS DESIGN E8H | | |0540 2301553/00010 725.000 S Y | 67.70000 49082.50| 65.00000 47125.00| 65.00000 47125.00 BRIDGE APPROACH PANELS | | |0550 2357606/00010 5516.000 GAL | 2.85000 15720.60| 3.00000 16548.00| 2.50000 13790.00 BITUMINOUS MATERIAL FOR SHOULDER TACK | | |0560 2360501/12100 4271.000 TON | 63.70000 272062.70| 55.40000 236613.40| 50.64000 216283.44 TYPE SP 9.5 WEARING COURSE MIXTURE (2,A | | |0570 2360501/14300 42585.000 TON | 66.70000 2840419.50| 60.00000 2555100.00| 56.43000 2403071.55 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C | | |0580 2360501/24200 9815.000 TON | 53.10000 521176.50| 50.00000 490750.00| 50.43000 494970.45 TYPE SP 12.5 WEARING COURSE MIXTURE (4, | | | B) | | |0590 2402585/00010 48.000 L F | 156.00000 7488.00| 150.00000 7200.00| 150.00000 7200.00 PIPE RAILING | | |0600 2411501/03132 5.000 C Y | 782.00000 3910.00| 1000.00000 5000.00| 750.00000 3750.00 STRUCTURAL CONCRETE (3A32) | | |0610 2411541/00011 166.000 LB | 1.15000 190.90| 3.00000 498.00| 1.10000 182.60 REINFORCEMENT BARS (EPOXY COATED) | | |0620 2411603/00120 1530.000 L F | 92.80000 141984.00| 89.00000 136170.00| 89.00000 136170.00 TEMPORARY RETAINING WALL | | |0630 2422603/03609 4894.000 L F | 33.40000 163459.60| 32.00000 156608.00| 32.00000 156608.00 CONCRETE POSTS 12"X18" | | |0640 2422618/00050 25642.000 S F | 9.55000 244881.10| 9.15000 234624.30| 9.15000 234624.30 WOOD NOISE BARRIER | | |0650 2501511/90182 217.000 L F | 41.90000 9092.30| 50.00000 10850.00| 29.90000 6488.30 18" RC PIPE CULVERT | | |0660 2501511/90242 504.000 L F | 38.30000 19303.20| 57.00000 28728.00| 44.75000 22554.00 24" RC PIPE CULVERT | | |0670 2501511/90362 100.000 L F | 87.40000 8740.00| 98.00000 9800.00| 86.20000 8620.00 36" RC PIPE CULVERT | | |0680 2501515/90150 11.000 EACH | 560.00000 6160.00| 500.00000 5500.00| 415.00000 4565.00 15" RC PIPE APRON | | |0690 2501515/90180 8.000 EACH | 622.00000 4976.00| 570.00000 4560.00| 494.00000 3952.00 18" RC PIPE APRON | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0700 2501515/90210 1.000 EACH | 684.00000 684.00| 590.00000 590.00| 550.00000 550.00 21" RC PIPE APRON | | |0710 2501515/90240 4.000 EACH | 776.00000 3104.00| 620.00000 2480.00| 600.00000 2400.00 24" RC PIPE APRON | | |0720 2501515/90300 1.000 EACH | 935.00000 935.00| 960.00000 960.00| 750.00000 750.00 30" RC PIPE APRON | | |0730 2501515/90420 3.000 EACH | 1600.00000 4800.00| 1390.00000 4170.00| 1210.00000 3630.00 42" RC PIPE APRON | | |0740 2501521/90512 79.000 L F | 153.00000 12087.00| 148.00000 11692.00| 140.40000 11091.60 51" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0750 2501525/90510 2.000 EACH | 1570.00000 3140.00| 1700.00000 3400.00| 1424.00000 2848.00 51" SPAN RC PIPE-ARCH APRON | | |0760 2501569/02924 14.000 EACH | 658.00000 9212.00| 590.00000 8260.00| 579.00000 8106.00 24" RC SAFETY APRON | | |0770 2501569/02936 1.000 EACH | 1210.00000 1210.00| 1900.00000 1900.00| 988.00000 988.00 36" RC SAFETY APRON | | |0780 2501602/00013 1.000 EACH | 6810.00000 6810.00| 2000.00000 2000.00| 4500.00000 4500.00 PLUG FILL & ABANDON PIPE CULVERT | | |0790 2501602/00412 6.000 EACH | 212.00000 1272.00| 140.00000 840.00| 148.00000 888.00 12" PIPE APRON | | |0800 2501602/08030 1.000 EACH | 501.00000 501.00| 700.00000 700.00| 875.00000 875.00 TRASH GUARD FOR 30" PIPE APRON | | |0810 2501602/08042 2.000 EACH | 850.00000 1700.00| 950.00000 1900.00| 1372.00000 2744.00 TRASH GUARD FOR 42" PIPE APRON | | |0820 2501603/00612 818.000 L F | 30.20000 24703.60| 22.00000 17996.00| 18.00000 14724.00 12" PIPE CULVERT | | |0830 2503541/90152 1070.000 L F | 34.20000 36594.00| 47.00000 50290.00| 31.78000 34004.60 15" RC PIPE SEWER DESIGN 3006 | | |0840 2503541/90182 197.000 L F | 36.80000 7249.60| 45.00000 8865.00| 32.70000 6441.90 18" RC PIPE SEWER DESIGN 3006 | | |0850 2503541/90212 26.000 L F | 39.60000 1029.60| 58.00000 1508.00| 48.00000 1248.00 21" RC PIPE SEWER DESIGN 3006 | | |0860 2503541/90242 67.000 L F | 43.60000 2921.20| 66.00000 4422.00| 48.00000 3216.00 24" RC PIPE SEWER DESIGN 3006 | | |0870 2503541/90302 331.000 L F | 61.30000 20290.30| 63.00000 20853.00| 61.00000 20191.00 30" RC PIPE SEWER DESIGN 3006 | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0880 2503541/90362 109.000 L F | 80.20000 8741.80| 82.00000 8938.00| 79.90000 8709.10 36" RC PIPE SEWER DESIGN 3006 | | |0890 2503541/90422 600.000 L F | 115.00000 69000.00| 110.00000 66000.00| 115.65000 69390.00 42" RC PIPE SEWER DESIGN 3006 | | |0900 2503602/00042 1.000 EACH | 1450.00000 1450.00| 1100.00000 1100.00| 550.00000 550.00 CONNECT TO EXISTING STORM SEWER | | |0910 2504601/00040 LUMP | 12100.00000 12100.00| 8200.00000 8200.00| 25000.00000 25000.00 TEMPORARY WATER SERVICE | | |0920 2504602/00010 2.000 EACH | 1540.00000 3080.00| 3400.00000 6800.00| 440.00000 880.00 CONNECT TO EXISTING WATER MAIN | | |0930 2504602/00020 1.000 EACH | 4250.00000 4250.00| 4100.00000 4100.00| 3550.50000 3550.50 HYDRANT | | |0940 2504602/00029 1.000 EACH | 1550.00000 1550.00| 2500.00000 2500.00| 738.00000 738.00 INSTALL GATE VALVE AND BOX | | |0950 2504602/00410 1.000 EACH | 762.00000 762.00| 380.00000 380.00| 425.00000 425.00 1" CORPORATION STOP | | |0960 2504602/00420 1.000 EACH | 1170.00000 1170.00| 840.00000 840.00| 733.00000 733.00 2" CORPORATION STOP | | |0970 2504602/00806 1.000 EACH | 1580.00000 1580.00| 1600.00000 1600.00| 1810.00000 1810.00 6" GATE VALVE AND BOX | | |0980 2504602/00808 2.000 EACH | 2260.00000 4520.00| 2130.00000 4260.00| 3759.00000 7518.00 8" GATE VALVE AND BOX | | |0990 2504602/03100 1.000 EACH | 799.00000 799.00| 690.00000 690.00| 554.00000 554.00 1" CURB STOP & BOX | | |1000 2504602/03200 1.000 EACH | 1270.00000 1270.00| 1270.00000 1270.00| 704.00000 704.00 2" CURB STOP & BOX | | |1010 2504603/00710 42.000 L F | 39.50000 1659.00| 30.00000 1260.00| 25.00000 1050.00 1" TYPE K COPPER PIPE | | |1020 2504603/00720 16.000 L F | 94.70000 1515.20| 86.00000 1376.00| 43.25000 692.00 2" TYPE K COPPER PIPE | | |1030 2504603/02006 42.000 L F | 44.20000 1856.40| 53.00000 2226.00| 26.80000 1125.60 6" PVC WATERMAIN | | |1040 2504603/02008 388.000 L F | 71.40000 27703.20| 43.00000 16684.00| 28.30000 10980.40 8" PVC WATERMAIN | | |1050 2504608/00015 302.000 LB | 9.75000 2944.50| 9.00000 2718.00| 9.50000 2869.00 WATERMAIN FITTINGS | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1060 2506501/00012 47.000 L F | 194.00000 9118.00| 210.00000 9870.00| 187.00000 8789.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |1070 2506501/00030 8.000 L F | 471.00000 3768.00| 420.00000 3360.00| 323.00000 2584.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | |1080 2506501/00032 52.000 L F | 336.00000 17472.00| 270.00000 14040.00| 333.25000 17329.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | | OR G | | |1090 2506501/00080 56.000 L F | 244.00000 13664.00| 250.00000 14000.00| 289.00000 16184.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |1100 2506501/00090 3.000 L F | 249.00000 747.00| 720.00000 2160.00| 223.00000 669.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN I | | |1110 2506501/00190 6.000 L F | 513.00000 3078.00| 400.00000 2400.00| 426.00000 2556.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-48 | | |1120 2506501/02720 6.000 L F | 391.00000 2346.00| 430.00000 2580.00| 334.00000 2004.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 54-4020 | | |1130 2506501/03020 11.000 L F | 481.00000 5291.00| 465.00000 5115.00| 410.40000 4514.40 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |1140 2506501/04220 13.000 L F | 733.00000 9529.00| 760.00000 9880.00| 669.00000 8697.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |1150 2506516/00010 44.000 EACH | 603.00000 26532.00| 700.00000 30800.00| 675.00000 29700.00 CASTING ASSEMBLY | | |1160 2506521/00010 2.000 EACH | 369.00000 738.00| 200.00000 400.00| 225.00000 450.00 INSTALL CASTING | | |1170 2506522/00011 4.000 EACH | 369.00000 1476.00| 400.00000 1600.00| 275.00000 1100.00 ADJUST FRAME & RING CASTING | | |1180 2511501/00012 48.000 C Y | 53.60000 2572.80| 78.00000 3744.00| 59.00000 2832.00 RANDOM RIPRAP CLASS II | | |1190 2511501/00013 109.000 C Y | 61.80000 6736.20| 88.00000 9592.00| 61.00000 6649.00 RANDOM RIPRAP CLASS III | | |1200 2511501/00014 42.000 C Y | 76.10000 3196.20| 100.00000 4200.00| 63.00000 2646.00 RANDOM RIPRAP CLASS IV | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1210 2511515/00014 537.000 S Y | 3.70000 1986.90| 3.00000 1611.00| 3.00000 1611.00 GEOTEXTILE FILTER TYPE IV | | |1220 2521501/00040 10119.000 S F | 3.05000 30862.95| 3.45000 34910.55| 2.75000 27827.25 4" CONCRETE WALK | | |1230 2521501/00060 3245.000 S F | 3.65000 11844.25| 3.95000 12817.75| 3.00000 9735.00 6" CONCRETE WALK | | |1240 2531501/02120 3851.000 L F | 11.20000 43131.20| 12.85000 49485.35| 12.00000 46212.00 CONCRETE CURB & GUTTER DESIGN B424 | | |1250 2531501/02320 2991.000 L F | 11.60000 34695.60| 12.50000 37387.50| 13.00000 38883.00 CONCRETE CURB & GUTTER DESIGN B624 | | |1260 2531502/00704 23.000 L F | 36.50000 839.50| 20.00000 460.00| 15.00000 345.00 CONCRETE CURB DESIGN V4 | | |1270 2531503/00010 220.000 S Y | 51.10000 11242.00| 48.00000 10560.00| 40.00000 8800.00 CONCRETE MEDIAN | | |1280 2531507/00080 110.000 S Y | 47.90000 5269.00| 45.00000 4950.00| 40.00000 4400.00 8" CONCRETE DRIVEWAY PAVEMENT | | |1290 2531618/00010 80.000 S F | 37.50000 3000.00| 30.00000 2400.00| 40.00000 3200.00 TRUNCATED DOMES | | |1300 2533507/00010 20603.000 L F | 16.20000 333768.60| 14.00000 288442.00| 13.50000 278140.50 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 | | |1310 2535501/00010 472.000 L F | 9.65000 4554.80| 5.00000 2360.00| 15.00000 7080.00 BITUMINOUS CURB | | |1320 2540602/00150 2.000 EACH | 130.00000 260.00| 160.00000 320.00| 150.00000 300.00 MAIL BOX SUPPORT | | |1330 2540602/00155 2.000 EACH | 83.40000 166.80| 30.00000 60.00| 115.00000 230.00 RELOCATE MAIL BOX SUPPORT | | |1340 2545511/09040 24.000 EACH | 2400.00000 57600.00| 2300.00000 55200.00| 2300.00000 55200.00 LIGHTING UNIT TYPE 9-40 | | |1350 2545514/00040 4.000 EACH | 990.00000 3960.00| 950.00000 3800.00| 950.00000 3800.00 UNDERPASS LIGHTING FIXTURE TYPE L | | |1360 2545515/00005 24.000 EACH | 604.00000 14496.00| 580.00000 13920.00| 580.00000 13920.00 LIGHT BASE DESIGN E | | |1370 2545521/00027 280.000 L F | 5.20000 1456.00| 5.00000 1400.00| 5.00000 1400.00 1" RIGID STEEL CONDUIT | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1380 2545523/00053 430.000 L F | 3.65000 1569.50| 3.50000 1505.00| 3.50000 1505.00 2" NON-METALLIC CONDUIT | | |1390 2545523/00078 1260.000 L F | 5.20000 6552.00| 5.00000 6300.00| 5.00000 6300.00 3" NON-METALLIC CONDUIT | | |1400 2545531/01020 1430.000 L F | 2.10000 3003.00| 2.00000 2860.00| 2.00000 2860.00 UNDERGROUND WIRE 1 COND NO 2 | | |1410 2545531/01061 378.000 L F | 1.55000 585.90| 1.50000 567.00| 1.50000 567.00 UNDERGROUND WIRE 1 COND NO 6(BARE) | | |1420 2545533/00404 10716.000 L F | 9.40000 100730.40| 9.00000 96444.00| 9.00000 96444.00 ARMORED CABLE 4 COND NO 4 | | |1430 2545541/01101 5.000 EACH | 2830.00000 14150.00| 2713.00000 13565.00| 2713.00000 13565.00 SERVICE CABINET SECONDARY TYPE A | | |1440 2545553/00010 9.000 EACH | 729.00000 6561.00| 700.00000 6300.00| 700.00000 6300.00 HANDHOLE | | |1450 2545601/00211 LUMP | 9900.00000 9900.00| 9500.00000 9500.00| 9500.00000 9500.00 TEMPORARY LIGHTING SYSTEM A | | |1460 2545601/00212 LUMP | 7920.00000 7920.00| 7600.00000 7600.00| 7600.00000 7600.00 TEMPORARY LIGHTING SYSTEM B | | |1470 2545602/00002 7.000 EACH | 1150.00000 8050.00| 1100.00000 7700.00| 1100.00000 7700.00 SERVICE EQUIPMENT | | |1480 2545602/00108 28.000 EACH | 46.90000 1313.20| 45.00000 1260.00| 45.00000 1260.00 LIGHT STANDARD NUMBERING | | |1490 2545602/01115 3.000 EACH | 287.00000 861.00| 275.00000 825.00| 275.00000 825.00 15' WOOD POLE | | |1500 2545603/00070 20.000 L F | 17.70000 354.00| 17.00000 340.00| 17.00000 340.00 1" LIQUIDTIGHT FLEXIBLE CONDUIT | | |1510 2554501/00001 125.000 L F | 55.80000 6975.00| 53.50000 6687.50| 86.00000 10750.00 TRAFFIC BARRIER DESIGN SPECIAL | | |1520 2554501/02038 3188.000 L F | 17.50000 55790.00| 16.80000 53558.40| 17.25000 54993.00 TRAFFIC BARRIER DESIGN B8338 | | |1530 2554523/00028 5.000 EACH | 2120.00000 10600.00| 2038.50000 10192.50| 2190.00000 10950.00 END TREATMENT-TANGENT TERMINAL | | |1540 2554602/00071 27.000 EACH | 60.20000 1625.40| 57.80000 1560.60| 85.00000 2295.00 GUIDE POST TYPE SPECIAL | | |1550 2554615/00009 10.000 AMBY | 2870.00000 28700.00| 2800.00000 28000.00| 2800.00000 28000.00 IMPACT ATTENUATOR | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1560 2557501/01522 14227.000 L F | 10.40000 147960.80| 9.93000 141274.11| 9.93000 141274.11 WIRE FENCE DESIGN 60-9322 | | |1570 2557517/00011 2.000 EACH | 927.00000 1854.00| 890.00000 1780.00| 890.00000 1780.00 VEHICULAR GATE-SINGLE | | |1580 2557517/00012 1.000 EACH | 1250.00000 1250.00| 1200.00000 1200.00| 1200.00000 1200.00 VEHICULAR GATE-DOUBLE | | |1590 2557603/00020 8791.000 L F | 8.35000 73404.85| 7.00000 61537.00| 7.00000 61537.00 TEMPORARY GLARE SCREEN | | |1600 2563601/00001 LUMP | 72900.00000 72900.00| 68000.00000 68000.00| 68000.00000 68000.00 TRAFFIC CONTROL SUPERVISOR | | |1610 2563601/00010 LUMP | 255300.00000 255300.00| 254000.00000 254000.00| 225000.00000 225000.00 TRAFFIC CONTROL | | |1620 2563601/00200 LUMP | 41700.00000 41700.00| 44000.00000 44000.00| 44000.00000 44000.00 DETOUR SIGNING | | |1630 2563602/00028 901.000 EACH | 10.90000 9820.90| 5.50000 4955.50| 5.50000 4955.50 PORTABLE CONCRETE BARRIER DELINEATOR | | |1640 2563602/00098 75.000 EACH | 41.70000 3127.50| 30.00000 2250.00| 30.00000 2250.00 TUBE DELINEATOR | | |1650 2563602/01100 3.000 EACH | 130.00000 390.00| 8000.00000 24000.00| 8000.00000 24000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | |1660 2564522/00111 4248.000 LB | 2.90000 12319.20| 2.80000 11894.40| 3.85000 16354.80 STRUCTURAL STEEL-POSTS FOR TYPE A SIGNS | | |1670 2564531/00110 329.000 S F | 29.60000 9738.40| 28.40000 9343.60| 26.50000 8718.50 SIGN PANELS TYPE A | | |1680 2564531/00130 1067.000 S F | 32.70000 34890.90| 31.40000 33503.80| 31.50000 33610.50 SIGN PANELS TYPE C | | |1690 2564531/00140 322.000 S F | 30.40000 9788.80| 29.15000 9386.30| 30.75000 9901.50 SIGN PANELS TYPE D | | |1700 2564531/00189 44.000 S F | 13.60000 598.40| 13.00000 572.00| 26.00000 1144.00 SIGN PANELS TYPE OVERLAY | | |1710 2564537/00013 7.000 EACH | 181.00000 1267.00| 174.00000 1218.00| 185.00000 1295.00 INSTALL SIGN TYPE C | | |1720 2564537/00014 6.000 EACH | 314.00000 1884.00| 301.50000 1809.00| 350.00000 2100.00 INSTALL SIGN TYPE D | | |1730 2564550/00106 14.000 EACH | 94.30000 1320.20| 90.50000 1267.00| 45.00000 630.00 DELINEATOR TYPE X4-6 | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1740 2564550/00113 13.000 EACH | 74.70000 971.10| 71.70000 932.10| 96.00000 1248.00 DELINEATOR TYPE X4-13 | | |1750 2564551/00010 6.000 EACH | 146.00000 876.00| 140.50000 843.00| 120.00000 720.00 REFERENCE POST MARKER | | |1760 2564552/00010 7.000 EACH | 96.20000 673.40| 92.30000 646.10| 62.00000 434.00 HAZARD MARKER X4-2 | | |1770 2564554/00010 3.000 EACH | 67.80000 203.40| 65.10000 195.30| 95.00000 285.00 SNOW PLOW MARKER X4-5 | | |1780 2565616/00301 1.000 SYS | 53900.00000 53900.00| 51747.00000 51747.00| 51747.00000 51747.00 TEMPORARY SIGNAL SYSTEM A | | |1790 2565616/00302 1.000 SYS | 53000.00000 53000.00| 50845.00000 50845.00| 50845.00000 50845.00 TEMPORARY SIGNAL SYSTEM B | | |1800 2572501/00010 1264.000 L F | 1.55000 1959.20| 3.00000 3792.00| 1.60000 2022.40 TEMPORARY FENCE | | |1810 2573502/00040 10352.000 L F | 1.55000 16045.60| 1.00000 10352.00| 1.00000 10352.00 SILT FENCE, TYPE MACHINE SLICED | | |1820 2573512/00013 200.000 L F | 3.40000 680.00| 2.30000 460.00| 2.30000 460.00 TEMPORARY DITCH CHECK TYPE 3 | | |1830 2573530/00010 46.000 EACH | 99.00000 4554.00| 200.00000 9200.00| 150.00000 6900.00 STORM DRAIN INLET PROTECTION | | |1840 2573540/00030 3368.000 L F | 3.65000 12293.20| 2.00000 6736.00| 2.00000 6736.00 FILTER LOG TYPE COMPOST LOG | | |1850 2573601/00060 LUMP | 6110.00000 6110.00| 500.00000 500.00| 600.00000 600.00 CULVERT END PROTECTION | | |1860 2573602/00020 2.000 EACH | 2480.00000 4960.00| 1500.00000 3000.00| 3500.00000 7000.00 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |1870 2575501/00010 78.000 ACRE | 99.00000 7722.00| 65.00000 5070.00| 65.00000 5070.00 SEEDING | | |1880 2575502/00150 1013.000 LB | 2.60000 2633.80| 2.47000 2502.11| 2.47000 2502.11 SEED MIXTURE 150 | | |1890 2575502/00240 4863.000 LB | 3.40000 16534.20| 2.54000 12352.02| 2.54000 12352.02 SEED MIXTURE 240 | | |1900 2575502/00310 82.000 LB | 20.30000 1664.60| 18.68000 1531.76| 18.67000 1530.94 SEED MIXTURE 310 | | |1910 2575505/00050 331.000 S Y | 5.20000 1721.20| 5.00000 1655.00| 5.00000 1655.00 SODDING TYPE SALT RESISTANT | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1920 2575511/00010 40.000 TON | 99.00000 3960.00| 90.00000 3600.00| 90.00000 3600.00 MULCH MATERIAL TYPE 1 | | |1930 2575511/00030 126.000 TON | 219.00000 27594.00| 150.00000 18900.00| 150.00000 18900.00 MULCH MATERIAL TYPE 3 | | |1940 2575519/00010 63.000 ACRE | 31.30000 1971.90| 65.00000 4095.00| 65.00000 4095.00 DISK ANCHORING | | |1950 2575523/00013 23872.000 S Y | 0.99000 23633.28| 0.70000 16710.40| 0.70000 16710.40 EROSION CONTROL BLANKETS CATEGORY 3 | | |1960 2575532/00010 26775.000 LB | 0.51000 13655.25| 0.35000 9371.25| 0.35000 9371.25 FERTILIZER TYPE 1 | | |1970 2575533/00010 153.000 TON | 20.80000 3182.40| 30.00000 4590.00| 30.00000 4590.00 AGRICULTURAL LIME | | |1980 2575560/00050 10125.000 LB | 0.57000 5771.25| 0.55000 5568.75| 0.55000 5568.75 HYDRAULIC SOIL STABILIZER TYPE 5 | | |1990 2575571/00010 60.000 MGAL | 182.00000 10920.00| 145.00000 8700.00| 145.00000 8700.00 RAPID STABILIZATION METHOD 3 | | |2000 2581501/00010 11585.000 L F | 1.40000 16219.00| 1.25000 14481.25| 1.25000 14481.25 REMOVABLE PREFORMED PLASTIC MARKING | | |2010 2581603/00020 1164.000 L F | 2.35000 2735.40| 2.25000 2619.00| 2.25000 2619.00 REMOVABLE PREFORMED PLASTIC MASK (BLACK | | |2020 2582501/01001 8.000 EACH | 115.00000 920.00| 55.00000 440.00| 110.00000 880.00 PAVEMENT MESSAGE (LEFT ARROW) PAINT | | |2030 2582501/01002 8.000 EACH | 115.00000 920.00| 55.00000 440.00| 110.00000 880.00 PAVEMENT MESSAGE (RIGHT ARROW) PAINT | | |2040 2582501/01009 8.000 EACH | 115.00000 920.00| 55.00000 440.00| 110.00000 880.00 PAVEMENT MESSAGE (THRU ARROW) PAINT | | |2050 2582502/11524 320.000 L F | 6.50000 2080.00| 4.00000 1280.00| 6.25000 2000.00 24" STOP LINE WHITE-PAINT | | |2060 2582502/31104 2220.000 L F | 3.80000 8436.00| 3.20000 7104.00| 3.65000 8103.00 4" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2070 2582502/31108 3380.000 L F | 6.15000 20787.00| 6.40000 21632.00| 5.09000 17204.20 8" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2080 2582502/31204 4793.000 L F | 3.80000 18213.40| 3.20000 15337.60| 3.65000 17494.45 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2090 2582502/31207 63.000 L F | 6.00000 378.00| 6.00000 378.00| 5.75000 362.25 7" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2100 2582502/31304 94.000 L F | 3.80000 357.20| 3.90000 366.60| 3.65000 343.10 4" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2110 2582502/31308 487.000 L F | 6.15000 2995.05| 6.90000 3360.30| 5.90000 2873.30 8" DOTTED LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2120 2582502/41104 43246.000 L F | 0.50000 21623.00| 0.23000 9946.58| 0.48000 20758.08 4" SOLID LINE WHITE-EPOXY | | |2130 2582502/42104 44233.000 L F | 0.50000 22116.50| 0.23000 10173.59| 0.48000 21231.84 4" SOLID LINE YELLOW-EPOXY | | |2140 2582502/42124 601.000 L F | 5.85000 3515.85| 5.00000 3005.00| 5.60000 3365.60 24" SOLID LINE YELLOW-EPOXY | | |2150 2582502/42204 263.000 L F | 0.50000 131.50| 0.23000 60.49| 0.48000 126.24 4" BROKEN LINE YELLOW-EPOXY | | |2160 2582603/11105 41867.000 L F | 0.45000 18840.15| 0.34000 14234.78| 0.43000 18002.81 4" SOLID LINE WHITE-PAINT (WR) | | |2170 2582603/11204 2809.000 L F | 0.45000 1264.05| 0.34000 955.06| 0.43000 1207.87 4" BROKEN LINE WHITE-PAINT (WR) | | |2180 2582603/12104 37159.000 L F | 0.45000 16721.55| 0.34000 12634.06| 0.43000 15978.37 4" SOLID LINE YELLOW-PAINT (WR) | | |2190 2582603/12204 114.000 L F | 0.45000 51.30| 0.34000 38.76| 0.43000 49.02 4" BROKEN LINE YELLOW-PAINT (WR) | | |2200 2582618/00010 1133.000 S F | 16.70000 18921.10| 12.00000 13596.00| 16.00000 18128.00 PAVEMENT MARKING SPECIAL | | | SECTION TOTALS | $ 13,074,440.47| $ 13,174,553.72| $ 13,516,936.31------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO. 05009 | | |2210 2105604/00035 411.000 S Y | 2.50000 1027.50| 3.00000 1233.00| 4.50000 1849.50 GEOTEXTILE FABRIC TYPE V | | |2220 2105604/00060 411.000 S Y | 3.70000 1520.70| 4.00000 1644.00| 6.00000 2466.00 GEOGRID | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2230 2401501/01143 269.000 C Y | 469.00000 126161.00| 450.00000 121050.00| 450.00000 121050.00 STRUCTURAL CONCRETE (1A43) | | |2240 2401501/03643 329.000 C Y | 521.00000 171409.00| 500.00000 164500.00| 500.00000 164500.00 STRUCTURAL CONCRETE (3Y43) | | |2250 2401512/03630 5340.000 S F | 16.70000 89178.00| 16.00000 85440.00| 16.00000 85440.00 BRIDGE SLAB CONCRETE (3Y33HP) | | |2260 2401513/01246 344.000 L F | 47.90000 16477.60| 46.00000 15824.00| 46.00000 15824.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2270 2401541/00010 21750.000 LB | 1.05000 22837.50| 1.00000 21750.00| 1.00000 21750.00 REINFORCEMENT BARS | | |2280 2401541/00011 76370.000 LB | 1.15000 87825.50| 1.10000 84007.00| 1.10000 84007.00 REINFORCEMENT BARS (EPOXY COATED) | | |2290 2401541/00020 410.000 LB | 5.20000 2132.00| 5.00000 2050.00| 5.00000 2050.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2300 2401601/00010 LUMP | 22100.00000 22100.00| 3400.00000 3400.00| 75000.00000 75000.00 STRUCTURE EXCAVATION | | |2310 2401618/00300 7298.000 S F | 0.73000 5327.54| 0.70000 5108.60| 0.70000 5108.60 BRIDGE DECK PLANING | | |2320 2402595/00010 14.000 EACH | 1040.00000 14560.00| 1000.00000 14000.00| 1000.00000 14000.00 BEARING ASSEMBLY | | |2330 2404501/00200 7927.000 S F | 2.60000 20610.20| 2.50000 19817.50| 2.50000 19817.50 CONCRETE WEARING COURSE (3U17A) | | |2340 2405502/20045 807.000 L F | 182.00000 146874.00| 175.00000 141225.00| 175.00000 141225.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2350 2405511/20045 82.000 L F | 67.70000 5551.40| 65.00000 5330.00| 65.00000 5330.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2360 2411618/00220 1366.000 S F | 1.20000 1639.20| 1.13000 1543.58| 1.13000 1543.58 ANTI-GRAFFITI COATING | | |2370 2411618/00320 1366.000 S F | 2.95000 4029.70| 2.85000 3893.10| 2.85000 3893.10 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2380 2411618/00525 1366.000 S F | 20.80000 28412.80| 20.00000 27320.00| 20.00000 27320.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2390 2451505/00030 387.000 C Y | 5.50000 2128.50| 30.00000 11610.00| 50.00000 19350.00 AGGREGATE BACKFILL (CV) | | |2400 2502502/00010 LUMP | 1040.00000 1040.00| 1000.00000 1000.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |2410 2514501/00010 368.000 S Y | 62.50000 23000.00| 60.00000 22080.00| 60.00000 22080.00 CONCRETE SLOPE PAVING | | |2420 2545509/00060 LUMP | 3540.00000 3540.00| 3400.00000 3400.00| 3400.00000 3400.00 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 797,382.14| $ 757,225.78| $ 838,004.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO. 05012 | | |2430 2105604/00035 470.000 S Y | 2.50000 1175.00| 3.00000 1410.00| 4.50000 2115.00 GEOTEXTILE FABRIC TYPE V | | |2440 2105604/00060 470.000 S Y | 3.70000 1739.00| 4.00000 1880.00| 6.00000 2820.00 GEOGRID | | |2450 2401501/01143 341.000 C Y | 469.00000 159929.00| 450.00000 153450.00| 450.00000 153450.00 STRUCTURAL CONCRETE (1A43) | | |2460 2401501/03643 410.000 C Y | 521.00000 213610.00| 500.00000 205000.00| 500.00000 205000.00 STRUCTURAL CONCRETE (3Y43) | | |2470 2401512/03630 5805.000 S F | 16.70000 96943.50| 16.00000 92880.00| 16.00000 92880.00 BRIDGE SLAB CONCRETE (3Y33HP) | | |2480 2401513/01246 355.000 L F | 47.90000 17004.50| 46.00000 16330.00| 46.00000 16330.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |2490 2401541/00010 29880.000 LB | 1.05000 31374.00| 1.00000 29880.00| 1.00000 29880.00 REINFORCEMENT BARS | | |2500 2401541/00011 85950.000 LB | 1.15000 98842.50| 1.10000 94545.00| 1.10000 94545.00 REINFORCEMENT BARS (EPOXY COATED) | | |2510 2401541/00020 500.000 LB | 5.20000 2600.00| 5.00000 2500.00| 5.00000 2500.00 REINFORCEMENT BARS (STAINLESS STEEL) | | |2520 2401601/00010 LUMP | 22100.00000 22100.00| 3400.00000 3400.00| 75000.00000 75000.00 STRUCTURE EXCAVATION | | |2530 2401618/00300 7753.000 S F | 0.73000 5659.69| 0.70000 5427.10| 0.70000 5427.10 BRIDGE DECK PLANING | | |




==================================================================================================================================== |( 6 ) P070 |( 7 ) H097 |( 8 ) G110 |PARK CONSTRUCTION CO |HAMMERLUND CONST INC |GLADEN CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2540 2402595/00010 14.000 EACH | 1040.00000 14560.00| 1000.00000 14000.00| 1000.00000 14000.00 BEARING ASSEMBLY | | |2550 2404501/00200 8382.000 S F | 2.60000 21793.20| 2.50000 20955.00| 2.50000 20955.00 CONCRETE WEARING COURSE (3U17A) | | |2560 2405502/20045 807.000 L F | 182.00000 146874.00| 175.00000 141225.00| 175.00000 141225.00 PRESTRESSED CONCRETE BEAMS MN45 | | |2570 2405511/20045 90.000 L F | 67.70000 6093.00| 65.00000 5850.00| 65.00000 5850.00 DIAPHRGAMS FOR TYPE MN45 PREST BEAMS | | |2580 2411618/00220 1580.000 S F | 1.20000 1896.00| 1.13000 1785.40| 1.13000 1785.40 ANTI-GRAFFITI COATING | | |2590 2411618/00320 1580.000 S F | 2.95000 4661.00| 2.85000 4503.00| 2.85000 4503.00 ARCHITECTURAL SURFACE FINISH (MULTI | | | COLOR) | | |2600 2411618/00525 1580.000 S F | 20.80000 32864.00| 20.00000 31600.00| 20.00000 31600.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |2610 2451505/00030 480.000 C Y | 5.10000 2448.00| 30.00000 14400.00| 50.00000 24000.00 AGGREGATE BACKFILL (CV) | | |2620 2502502/00010 LUMP | 1040.00000 1040.00| 1000.00000 1000.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |2630 2514501/00010 380.000 S Y | 62.50000 23750.00| 60.00000 22800.00| 60.00000 22800.00 CONCRETE SLOPE PAVING | | |2640 2545509/00060 LUMP | 3540.00000 3540.00| 3400.00000 3400.00| 3400.00000 3400.00 CONDUIT SYSTEM (FUTURE) | | | SECTION TOTALS | $ 910,496.39| $ 868,220.50| $ 951,065.50------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,782,319.00| $ 14,800,000.00| $ 15,306,006.09==================================================================================================================================== COST PLUS TIME TOTALS | $ 15,382,319.00| $ 15,400,000.00 | $ 15,906,006.09====================================================================================================================================

s t a t e o f m i n n e s o t a d e p a r t m e n t o f t ... · contract no. : 130114 start date:...

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