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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 : 08/01/00 PAGE : 1 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
CONTRACT DESCRIPTION : PAVT RECLAMATION, TURN LANES, DRAINAGE, EXTEND BOX CULVERTS
CONTRACT LOCATION: LOCATED ON TH 73 FROM 0.9 MILE SOUTH OF CSAH 140 TO NORTH LIMITS OF FLOODWOOD
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 BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER.
APPROVED: _________________________________________________________ STATE AID OR CONSTRUCTION ENGR
_________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS
-------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 3,859,192.92 114.9401% 100.0000% 1 U010 ULLAND BROTHERS INC $ 3,357,570.14 100.0000% 87.0019% 2 K020 KGM CONTRACTORS INC $ 3,658,863.39 108.9736% 94.8090% 3 N390 NORTHLAND CONSTRUCTORS OF DULUTH $ 3,877,176.35 115.4757% 100.4660% 4 L340 LOUIS LEUSTEK & SONS INC $ 3,892,305.40 115.9263% 100.8580% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT RECLAMATION ETC ------------------------------------------+----------------------------+----------------------------+-------------------------------0010 2011601/00003 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 90000.00000 90000.00 CONSTRUCTION SURVEYING | | | 0020 2015601/00010 LUMP| 3000.00000 3000.00| 2200.00000 2200.00| 4800.00000 4800.00 COMPUTER EQUIPMENT | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 2 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 2021501/00010 LUMP| 110000.00000 110000.00| 66225.00000 66225.00| 187000.00000 187000.00 MOBILIZATION | | | 0040 2031501/00040 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 FIELD OFFICE TYPE D | | | 0050 2031503/00040 1.000 EACH| 3500.00000 3500.00| 2850.00000 2850.00| 5000.00000 5000.00 FIELD LABORATORY TYPE D | | | 0060 2051501/00010 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 MAINTENANCE & RESTORATION OF HAUL ROADS | | | 0070 2101501/00010 17.200 ACRE| 1500.00000 25800.00| 1400.00000 24080.00| 1000.00000 17200.00 CLEARING | | | 0080 2101506/00010 17.200 ACRE| 1200.00000 20640.00| 1400.00000 24080.00| 1000.00000 17200.00 GRUBBING | | | 0090 2104501/00010 3919.000 L F | 5.50000 21554.50| 4.50000 17635.50| 5.80000 22730.20 REMOVE PIPE CULVERTS | | | 0100 2104501/00042 200.000 L F | 2.00000 400.00| 4.00000 800.00| 4.00000 800.00 REMOVE GUARD RAIL-PLATE BEAM | | | 0110 2104505/00120 14820.000 S Y | 1.50000 22230.00| 1.10000 16302.00| 1.25000 18525.00 REMOVE BITUMINOUS PAVEMENT | | | 0120 2104509/00010 4.000 EACH| 1400.00000 5600.00| 2350.00000 9400.00| 3500.00000 14000.00 REMOVE BOX CULVERT END | | | 0130 2104509/00055 4.000 EACH| 100.00000 400.00| 250.00000 1000.00| 250.00000 1000.00 REMOVE TWISTED END TREATMENT | | | 0140 2104513/00011 1256.000 L F | 2.00000 2512.00| 2.00000 2512.00| 3.00000 3768.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | | 0150 2105501/00010 100959.000 C Y | 2.00000 201918.00| 2.45000 247349.55| 2.92000 294800.28 COMMON EXCAVATION | | | 0160 2105507/00010 22967.000 C Y | 2.15000 49379.05| 2.70000 62010.90| 4.27000 98069.09 SUBGRADE EXCAVATION | | | 0170 2105511/00010 140.000 C Y | 4.50000 630.00| 6.30000 882.00| 10.00000 1400.00 COMMON CHANNEL EXCAVATION | | | 0180 2105521/00030 34506.000 C Y | 4.60000 158727.60| 7.75000 267421.50| 6.91000 238436.46 GRANULAR BORROW (CV) | | | 0190 2105522/00030 17796.000 C Y | 5.75000 102327.00| 7.75000 137919.00| 9.91000 176358.36 SELECT GRANULAR BORROW (CV) | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 3 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 2105523/00030 11461.000 C Y | 4.50000 51574.50| 4.00000 45844.00| 5.00000 57305.00 COMMON BORROW (CV) | | | 0210 2105609/00035 17799.000 S Y | 1.15000 20468.85| 1.65000 29368.35| 1.00000 17799.00 GEOTEXTILE FABRIC TYPE V | | | 0220 2123601/00001 10.000 HOUR| 85.00000 850.00| 105.00000 1050.00| 130.00000 1300.00 DOZER | | | 0230 2123601/00020 10.000 HOUR| 80.00000 800.00| 110.00000 1100.00| 130.00000 1300.00 TRACTOR MOUNTED BACKHOE | | | 0240 2130501/00010 30.000 MGAL| 25.00000 750.00| 25.00000 750.00| 50.00000 1500.00 WATER | | | 0250 2131502/00010 96671.000 GAL | 0.45000 43501.95| 0.53000 51235.63| 0.56000 54135.76 CALCIUM CHLORIDE SOLUTION | | | 0260 2211503/00150 9318.000 C Y | 11.50000 107157.00| 10.00000 93180.00| 11.26000 104920.68 AGGREGATE BASE (CV) CLASS 5 | | | 0270 2221503/00110 1984.000 C Y | 9.80000 19443.20| 12.95000 25692.80| 14.80000 29363.20 AGGREGATE SHOULDERING (CV) CLASS 1 | | | 0280 2221503/00150 19809.000 C Y | 11.75000 232755.75| 9.00000 178281.00| 10.30000 204032.70 AGGREGATE SHOULDERING (CV) CLASS 5 | | | 0290 2232501/00120 7682.000 S Y | 1.35000 10370.70| 1.00000 7682.00| 0.84000 6452.88 MILL BITUMINOUS SURFACE (2") | | | 0300 2232601/00010 5.000 EACH| 400.00000 2000.00| 800.00000 4000.00| 625.00000 3125.00 MILLED RUMBLE STRIPS | | | 0310 2232603/00030 42920.000 L F | 0.15000 6438.00| 0.25000 10730.00| 0.21000 9013.20 MILLED RUMBLE STRIPS-INTERMITTENT | | | 0320 2331601/00060 125912.000 S Y | 1.00000 125912.00| 0.80000 100729.60| 0.69000 86879.28 BITUMINOUS PAVEMENT RECLAMATION | | | 0330 2331603/00050 4153.000 L F | 1.10000 4568.30| 1.65000 6852.45| 1.65000 6852.45 SAWED/SEALED JOINT | | | 0340 2331603/00055 43151.000 L F | 0.35000 15102.85| 0.45000 19417.95| 0.45000 19417.95 SAW BITUMINOUS JOINT | | | 0350 2350604/15415 205554.000 S Y | 2.50000 513885.00| 1.85000 380274.90| 2.00000 411108.00 TYPE LV 4 WEARING COURSE MIXTURE 1.5" | | | THICK | | | 0360 2350604/15420 11015.000 S Y | 3.25000 35798.75| 2.50000 27537.50| 2.66000 29299.90 TYPE LV 4 WEARING COURSE MIXTURE 2" | | | THICK | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 4 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 2350604/16315 205554.000 S Y | 2.25000 462496.50| 1.65000 339164.10| 1.90000 390552.60 TYPE LV 3 NON WEARING COURSE MIXTURE 1. | | | 5" THICK | | | 0380 2350604/16320 138344.000 S Y | 3.00000 415032.00| 2.15000 297439.60| 2.50000 345860.00 TYPE LV 3 NON WEARING COURSE MIXTURE 2" | | | THICK | | | 0390 2350604/16345 9713.000 S Y | 16.00000 155408.00| 7.75000 75275.75| 11.88000 115390.44 TYPE LV 3 NON WEARING COURSE MIXTURE 4. | | | 5" THICK | | | 0400 2357502/00010 17958.000 GAL | 1.00000 17958.00| 0.80000 14366.40| 1.15000 20651.70 BITUMINOUS MATERIAL FOR TACK COAT | | | 0410 2412511/05500 20.000 L F | 650.00000 13000.00| 1925.00000 38500.00| 1150.00000 23000.00 10X10 PRECAST CONCRETE BOX CULVERT | | | 0420 2412512/05500 2.000 EACH| 12000.00000 24000.00| 15570.00000 31140.00| 10000.00000 20000.00 10X10 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | | 0430 2451509/00030 953.000 C Y | 15.00000 14295.00| 20.00000 19060.00| 17.00000 16201.00 AGGREGATE BEDDING (CV) | | | 0440 2451511/00030 140.000 C Y | 25.00000 3500.00| 30.00000 4200.00| 20.00000 2800.00 COARSE FILTER AGGREGATE (CV) | | | 0450 2501511/90242 196.000 L F | 33.00000 6468.00| 43.00000 8428.00| 51.00000 9996.00 24" RC PIPE CULVERT | | | 0460 2501511/90243 88.000 L F | 40.00000 3520.00| 45.00000 3960.00| 51.00000 4488.00 24" RC PIPE CULVERT CLASS III | | | 0470 2501511/90244 98.000 L F | 47.00000 4606.00| 55.00000 5390.00| 54.00000 5292.00 24" RC PIPE CULVERT CLASS IV | | | 0480 2501511/90302 68.000 L F | 55.00000 3740.00| 60.00000 4080.00| 67.00000 4556.00 30" RC PIPE CULVERT | | | 0490 2501511/90422 60.000 L F | 77.00000 4620.00| 120.00000 7200.00| 92.00000 5520.00 42" RC PIPE CULVERT | | | 0500 2501511/90482 142.000 L F | 100.00000 14200.00| 140.00000 19880.00| 103.00000 14626.00 48" RC PIPE CULVERT | | | 0510 2501515/90240 4.000 EACH| 525.00000 2100.00| 550.00000 2200.00| 500.00000 2000.00 24" RC PIPE APRON | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 5 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 2501515/90300 1.000 EACH| 600.00000 600.00| 650.00000 650.00| 570.00000 570.00 30" RC PIPE APRON | | | 0530 2501515/90420 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 950.00000 950.00 42" RC PIPE APRON | | | 0540 2501521/90282 66.000 L F | 68.00000 4488.00| 85.00000 5610.00| 80.00000 5280.00 28" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0550 2501521/90362 164.000 L F | 90.00000 14760.00| 110.00000 18040.00| 100.00000 16400.00 36" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0560 2501521/90442 32.000 L F | 110.00000 3520.00| 140.00000 4480.00| 114.00000 3648.00 44" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0570 2501521/90512 210.000 L F | 130.00000 27300.00| 165.00000 34650.00| 130.00000 27300.00 51" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0580 2501525/90280 2.000 EACH| 500.00000 1000.00| 550.00000 1100.00| 500.00000 1000.00 28" SPAN RC PIPE-ARCH APRON | | | 0590 2501525/90360 6.000 EACH| 675.00000 4050.00| 750.00000 4500.00| 650.00000 3900.00 36" SPAN RC PIPE-ARCH APRON | | | 0600 2501525/90440 2.000 EACH| 850.00000 1700.00| 1000.00000 2000.00| 800.00000 1600.00 44" SPAN RC PIPE-ARCH APRON | | | 0610 2501525/90510 8.000 EACH| 975.00000 7800.00| 1200.00000 9600.00| 950.00000 7600.00 51" SPAN RC PIPE-ARCH APRON | | | 0620 2501561/90244 58.000 L F | 45.00000 2610.00| 70.00000 4060.00| 58.00000 3364.00 24" RC PIPE CULVERT DESIGN 3006 CLASS I | | | 0630 2501561/90245 100.000 L F | 52.00000 5200.00| 90.00000 9000.00| 63.00000 6300.00 24" RC PIPE CULVERT DESIGN 3006 CLASS V | | | 0640 2501561/90304 34.000 L F | 65.00000 2210.00| 105.00000 3570.00| 70.00000 2380.00 30" RC PIPE CULVERT DESIGN 3006 CLASS I | | | 0650 2501561/90305 38.000 L F | 75.00000 2850.00| 125.00000 4750.00| 85.00000 3230.00 30" RC PIPE CULVERT DESIGN 3006 CLASS V | | | 0660 2501567/10420 1.000 EACH| 2000.00000 2000.00| 2400.00000 2400.00| 1600.00000 1600.00 42" RC SAFETY APRON & GRATE DESIGN 3132 | | | 0670 2501567/10480 4.000 EACH| 2200.00000 8800.00| 2600.00000 10400.00| 2500.00000 10000.00 48" RC SAFETY APRON & GRATE DESIGN 3132 | | | 0680 2501569/02924 8.000 EACH| 550.00000 4400.00| 530.00000 4240.00| 400.00000 3200.00 24" RC SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 6 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 2501569/02930 2.000 EACH| 625.00000 1250.00| 785.00000 1570.00| 500.00000 1000.00 30" RC SAFETY APRON | | | 0700 2501575/90300 10.000 EACH| 300.00000 3000.00| 400.00000 4000.00| 450.00000 4500.00 30" RC DISSIPATOR RING | | | 0710 2501602/05028 2.000 EACH| 650.00000 1300.00| 1200.00000 2400.00| 1000.00000 2000.00 SAFETY GRATE FOR 28" SPAN RC PIPE-ARCH | | | APRON | | | 0720 2501602/05036 6.000 EACH| 800.00000 4800.00| 1200.00000 7200.00| 1200.00000 7200.00 SAFETY GRATE FOR 36" SPAN RC PIPE-ARCH | | | APRON | | | 0730 2501602/05044 2.000 EACH| 900.00000 1800.00| 1200.00000 2400.00| 1500.00000 3000.00 SAFETY GRATE FOR 44" SPAN RC PIPE-ARCH | | | APRON | | | 0740 2501602/05051 8.000 EACH| 1100.00000 8800.00| 1600.00000 12800.00| 1500.00000 12000.00 SAFETY GRATE FOR 51" SPAN RC PIPE-ARCH | | | APRON | | | 0750 2502521/01104 36.000 L F | 5.00000 180.00| 20.00000 720.00| 20.00000 720.00 4" TP PIPE DRAIN | | | 0760 2502541/01104 966.000 L F | 3.75000 3622.50| 6.00000 5796.00| 8.75000 8452.50 4" PERF TP PIPE DRAIN | | | 0770 2502601/01040 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 125.00000 500.00 4" PRECAST CONCRETE HEADWALL | | | 0780 2504602/00026 2.000 EACH| 150.00000 300.00| 300.00000 600.00| 200.00000 400.00 ADJUST VALVE BOX-WATER | | | 0790 2506501/00060 12.100 L F | 200.00000 2420.00| 410.00000 4961.00| 225.00000 2722.50 CONSTRUCT DRAINAGE STRUCTURE DESIGN F | | | 0800 2506516/00010 1.000 EACH| 375.00000 375.00| 350.00000 350.00| 450.00000 450.00 CASTING ASSEMBLY | | | 0810 2506522/00010 4.000 EACH| 225.00000 900.00| 550.00000 2200.00| 500.00000 2000.00 ADJUST FRAME & RING CASTING | | | 0820 2511501/00013 71.600 C Y | 45.00000 3222.00| 50.00000 3580.00| 50.00000 3580.00 RANDOM RIPRAP CLASS III | | | 0830 2511515/00014 148.000 S Y | 2.00000 296.00| 3.00000 444.00| 4.00000 592.00 GEOTEXTILE FILTER TYPE IV | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 7 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 2540602/00150 35.000 EACH| 100.00000 3500.00| 160.00000 5600.00| 110.00000 3850.00 MAIL BOX SUPPORT | | | 0850 2554501/02007 4000.000 L F | 10.75000 43000.00| 11.55000 46200.00| 11.55000 46200.00 TRAFFIC BARRIER DESIGN B8307 | | | 0860 2554509/00020 50.000 EACH| 30.00000 1500.00| 25.00000 1250.00| 25.00000 1250.00 GUIDE POST TYPE B | | | 0870 2554521/00020 1.000 EACH| 225.00000 225.00| 255.00000 255.00| 255.00000 255.00 ANCHORAGE ASSEMBLY-PLATE BEAM | | | 0880 2554523/00025 13.000 EACH| 19000.00000 247000.00| 1935.00000 25155.00| 1935.00000 25155.00 END TREATMENT-ENERGY ABSORBING TERMINAL | | | 0890 2554602/00025 4.000 EACH| 125.00000 500.00| 155.00000 620.00| 155.00000 620.00 GUARDRAIL POST SEAT | | | 0900 2563601/00010 LUMP| 70000.00000 70000.00| 42000.00000 42000.00| 35000.00000 35000.00 TRAFFIC CONTROL | | | 0910 2564602/04106 2.000 EACH| 575.00000 1150.00| 578.00000 1156.00| 578.00000 1156.00 PAVEMENT MESSAGE (RR CROSSING) EPOXY | | | 0920 2564603/04101 97894.000 L F | 0.20000 19578.80| 0.16000 15663.04| 0.16000 15663.06 4" SOLID LINE WHITE-EPOXY | | | 0930 2564603/04108 40.000 L F | 6.50000 260.00| 7.00000 280.00| 7.00000 280.00 24" SOLID LINE WHITE-EPOXY | | | 0940 2564603/04110 168.000 L F | 7.50000 1260.00| 9.00000 1512.00| 9.00000 1512.00 36" SOLID LINE WHITE-EPOXY | | | 0950 2564603/04111 40.000 L F | 0.22000 8.80| 0.16000 6.40| 0.16000 6.40 4" BROKEN LINE WHITE-EPOXY | | | 0960 2564603/04201 27719.000 L F | 0.22000 6098.18| 0.17000 4712.23| 0.17000 4712.23 4" SOLID LINE YELLOW-EPOXY | | | 0970 2564603/04211 8827.000 L F | 0.22000 1941.94| 0.17000 1500.59| 0.17000 1500.59 4" BROKEN LINE YELLOW-EPOXY | | | 0980 2573502/00010 8670.000 L F | 2.00000 17340.00| 1.95000 16906.50| 3.10000 26877.00 SILT FENCE, TYPE HEAVY DUTY | | | 0990 2573505/00020 130.000 L F | 15.00000 1950.00| 19.00000 2470.00| 16.00000 2080.00 FLOTATION SILT CURTAIN TYPE MOVING WATE | | | 1000 2573603/00060 450.000 L F | 3.00000 1350.00| 1.95000 877.50| 2.20000 990.00 SILT FENCE TYPE MACHINE SLICED | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 8 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE : ==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 2575501/00010 100.000 ACRE| 90.00000 9000.00| 95.00000 9500.00| 50.00000 5000.00 SEEDING | | | 1020 2575511/00010 190.400 TON | 95.00000 18088.00| 100.00000 19040.00| 100.00000 19040.00 MULCH MATERIAL TYPE 1 | | | 1030 2575512/00020 9770.000 GAL | 1.00000 9770.00| 0.95000 9281.50| 1.10000 10747.00 MULCH MATERIAL TYPE 2 | | | 1040 2575519/00010 95.200 ACRE| 40.00000 3808.00| 75.00000 7140.00| 20.00000 1904.00 DISK ANCHORING | | | 1050 2575531/03126 6.100 TON | 300.00000 1830.00| 400.00000 2440.00| 300.00000 1830.00 COMMERCIAL FERTILIZER ANALYSIS 6-24-24 | | | 1060 2575605/00023 23507.000 S Y | 1.10000 25857.70| 1.15000 27033.05| 0.96000 22566.72 EROSION CONTROL BLANKET CATEGORY 3 | | | 1070 2575608/00252 499.000 LB | 15.00000 7485.00| 16.95000 8458.05| 8.50000 4241.50 SEED MIXTURE 25A (MOD) | | | 1080 2575608/00302 3738.000 LB | 6.00000 22428.00| 4.15000 15512.70| 8.50000 31773.00 SEED MIXTURE 30A (MOD) | | | 1090 2580603/00010 94242.000 L F | 0.25000 23560.50| 0.15000 14136.30| 0.28000 26387.76 INTERIM PAVEMENT MARKING | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,755,382.92| $ 3,229,055.34| $ 3,658,863.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ALTERNATES AA1 ------------------------------------------+----------------------------+----------------------------+-------------------------------1100 2411501/03243 54.000 C Y | 500.00000 27000.00| | 0.00000 0.00 STRUCTURAL CONCRETE (3Y43) | | | 1110 2411541/00010 8210.000 LB | 0.60000 4926.00| | 0.00000 0.00 REINFORCEMENT BARS | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 31,926.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ALTERNATES AA2 ------------------------------------------+----------------------------+----------------------------+-------------------------------1120 2412511/03300 40.000 L F | 425.00000 17000.00| 1030.00000 41200.00| 575.00000 23000.00 6X6 PRECAST CONCRETE BOX CULVERT | | | 1130 2412512/03300 2.000 EACH| 3750.00000 7500.00| 9100.00000 18200.00| 3800.00000 7600.00 6X6 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 24,500.00| $ 59,400.00| $ 30,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ALTERNATES BB1 ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 9 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 2501521/06350 38.000 L F | 42.00000 1596.00| | 0.00000 0.00 35" SPAN PC-CS PIPE ARCH CULVERT | | | 1150 2501521/06420 40.000 L F | 50.00000 2000.00| | 0.00000 0.00 42" SPAN PC-CS PIPE-ARCH CULVERT | | | 1160 2501567/07350 2.000 EACH| 925.00000 1850.00| | 0.00000 0.00 35" SPAN PC-CS SAFETY APRON & GRATE | | | DESIGN 3128 | | | 1170 2501567/07420 2.000 EACH| 1150.00000 2300.00| | 0.00000 0.00 42" SPAN PC-CS SAFETY APRON & GRATE | | | DESIGN 3128 | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,746.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ALTERNATES BB2 ------------------------------------------+----------------------------+----------------------------+-------------------------------1180 2501521/02350 38.000 L F | 35.00000 1330.00| 31.00000 1178.00| 50.00000 1900.00 35" SPAN CS PIPE-ARCH CULVERT | | | 1190 2501521/02420 40.000 L F | 50.00000 2000.00| 34.00000 1360.00| 52.00000 2080.00 42" SPAN CS PIPE-ARCH CULVERT | | | 1200 2501567/03350 2.000 EACH| 925.00000 1850.00| 715.00000 1430.00| 1400.00000 2800.00 35" SPAN CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1210 2501567/03420 2.000 EACH| 1150.00000 2300.00| 915.00000 1830.00| 1300.00000 2600.00 42" SPAN CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,480.00| $ 5,798.00| $ 9,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ALTERNATES CC1 ------------------------------------------+----------------------------+----------------------------+-------------------------------1220 2501511/05181 2590.000 L F | 17.00000 44030.00| | 0.00000 0.00 18" CP PIPE CULVERT (SMOOTH) | | | 1230 2501511/05241 330.000 L F | 22.00000 7260.00| | 0.00000 0.00 24" CP PIPE CULVERT (SMOOTH) | | | 1240 2501511/05301 100.000 L F | 30.00000 3000.00| | 0.00000 0.00 30" CP PIPE CULVERT (SMOOTH) | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 10 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 2501511/05361 56.000 L F | 40.00000 2240.00| | 0.00000 0.00 36" CP PIPE CULVERT (SMOOTH) | | | 1260 2501515/03180 12.000 EACH| 125.00000 1500.00| | 0.00000 0.00 18" PC-CS PIPE APRON | | | 1270 2501515/03240 4.000 EACH| 225.00000 900.00| | 0.00000 0.00 24" PC-CS PIPE APRON | | | 1280 2501567/06300 4.000 EACH| 950.00000 3800.00| | 0.00000 0.00 30" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1290 2501567/06360 2.000 EACH| 1250.00000 2500.00| | 0.00000 0.00 36" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1300 2501569/02318 88.000 EACH| 175.00000 15400.00| | 0.00000 0.00 18" PC-CS SAFETY APRON | | | 1310 2501569/02324 8.000 EACH| 250.00000 2000.00| | 0.00000 0.00 24" PC-CS SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 82,630.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ALTERNATES CC2 ------------------------------------------+----------------------------+----------------------------+-------------------------------1320 2501511/06180 2590.000 L F | 15.00000 38850.00| | 0.00000 0.00 18" PC-CS PIPE CULVERT | | | 1330 2501511/06240 330.000 L F | 19.50000 6435.00| | 0.00000 0.00 24" PC-CS PIPE CULVERT | | | 1340 2501511/06300 100.000 L F | 27.00000 2700.00| | 0.00000 0.00 30" PC-CS PIPE CULVERT | | | 1350 2501511/06360 56.000 L F | 38.00000 2128.00| | 0.00000 0.00 36" PC-CS PIPE CULVERT | | | 1360 2501515/03180 12.000 EACH| 125.00000 1500.00| | 0.00000 0.00 18" PC-CS PIPE APRON | | | 1370 2501515/03240 4.000 EACH| 225.00000 900.00| | 0.00000 0.00 24" PC-CS PIPE APRON | | | 1380 2501567/06300 4.000 EACH| 950.00000 3800.00| | 0.00000 0.00 30" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 11 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) U010 |( 2 ) K020 |ENGINEER'S ESTIMATE |ULLAND BROTHERS INC |KGM CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1390 2501567/06360 2.000 EACH| 1250.00000 2500.00| | 0.00000 0.00 36" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1400 2501569/02318 88.000 EACH| 175.00000 15400.00| | 0.00000 0.00 18" PC-CS SAFETY APRON | | | 1410 2501569/02324 8.000 EACH| 250.00000 2000.00| | 0.00000 0.00 24" PC-CS SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 76,213.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 ALTERNATES CC3 ------------------------------------------+----------------------------+----------------------------+-------------------------------1420 2501511/02180 2590.000 L F | 15.00000 38850.00| 12.60000 32634.00| 13.00000 33670.00 18" CS PIPE CULVERT | | | 1430 2501511/02240 330.000 L F | 20.00000 6600.00| 15.00000 4950.00| 15.00000 4950.00 24" CS PIPE CULVERT | | | 1440 2501511/02300 100.000 L F | 25.00000 2500.00| 22.60000 2260.00| 22.00000 2200.00 30" CS PIPE CULVERT | | | 1450 2501511/02360 56.000 L F | 30.00000 1680.00| 23.80000 1332.80| 27.00000 1512.00 36" CS PIPE CULVERT | | | 1460 2501515/00918 12.000 EACH| 125.00000 1500.00| 100.00000 1200.00| 150.00000 1800.00 18" CS PIPE APRON | | | 1470 2501515/00924 4.000 EACH| 175.00000 700.00| 125.00000 500.00| 200.00000 800.00 24" CS PIPE APRON | | | 1480 2501567/02300 4.000 EACH| 700.00000 2800.00| 670.00000 2680.00| 1000.00000 4000.00 30" CS SAFETY APRON & GRATE DESIGN 3128 | | | 1490 2501567/02360 2.000 EACH| 1000.00000 2000.00| 940.00000 1880.00| 1500.00000 3000.00 36" CS SAFETY APRON & GRATE DESIGN 3128 | | | 1500 2501569/01018 88.000 EACH| 150.00000 13200.00| 160.00000 14080.00| 200.00000 17600.00 18" CS SAFETY APRON | | | 1510 2501569/01024 8.000 EACH| 250.00000 2000.00| 225.00000 1800.00| 325.00000 2600.00 24" CS SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 71,830.00| $ 63,316.80| $ 72,132.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,859,192.92| $ 3,357,570.14| $ 3,658,863.39 ====================================================================================================================================
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 : 08/01/00 PAGE : 12 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT RECLAMATION ETC ------------------------------------------+----------------------------+----------------------------+-------------------------------0010 2011601/00003 LUMP| 70000.00000 70000.00| 82000.00000 82000.00| CONSTRUCTION SURVEYING | | | 0020 2015601/00010 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| COMPUTER EQUIPMENT | | | 0030 2021501/00010 LUMP| 84000.00000 84000.00| 35500.00000 35500.00| MOBILIZATION | | | 0040 2031501/00040 1.000 EACH| 3700.00000 3700.00| 5000.00000 5000.00| FIELD OFFICE TYPE D | | | 0050 2031503/00040 1.000 EACH| 4300.00000 4300.00| 5000.00000 5000.00| FIELD LABORATORY TYPE D | | | 0060 2051501/00010 LUMP| 1.00000 1.00| 1.00000 1.00| MAINTENANCE & RESTORATION OF HAUL ROADS | | | 0070 2101501/00010 17.200 ACRE| 1900.00000 32680.00| 1500.00000 25800.00| CLEARING | | | 0080 2101506/00010 17.200 ACRE| 1700.00000 29240.00| 1500.00000 25800.00| GRUBBING | | | 0090 2104501/00010 3919.000 L F | 1.00000 3919.00| 5.00000 19595.00| REMOVE PIPE CULVERTS | | | 0100 2104501/00042 200.000 L F | 4.10000 820.00| 4.00000 800.00| REMOVE GUARD RAIL-PLATE BEAM | | | 0110 2104505/00120 14820.000 S Y | 1.40000 20748.00| 1.75000 25935.00| REMOVE BITUMINOUS PAVEMENT | | | 0120 2104509/00010 4.000 EACH| 1600.00000 6400.00| 100.00000 400.00| REMOVE BOX CULVERT END | | | 0130 2104509/00055 4.000 EACH| 260.00000 1040.00| 250.00000 1000.00| REMOVE TWISTED END TREATMENT | | | 0140 2104513/00011 1256.000 L F | 8.00000 10048.00| 2.00000 2512.00| SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | | 0150 2105501/00010 100959.000 C Y | 3.40000 343260.60| 3.86000 389701.74| COMMON EXCAVATION | | | 0160 2105507/00010 22967.000 C Y | 9.60000 220483.20| 4.85000 111389.95| SUBGRADE EXCAVATION | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 13 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 2105511/00010 140.000 C Y | 3.20000 448.00| 8.00000 1120.00| COMMON CHANNEL EXCAVATION | | | 0180 2105521/00030 34506.000 C Y | 8.50000 293301.00| 6.06000 209106.36| GRANULAR BORROW (CV) | | | 0190 2105522/00030 17796.000 C Y | 9.00000 160164.00| 9.36000 166570.56| SELECT GRANULAR BORROW (CV) | | | 0200 2105523/00030 11461.000 C Y | 5.50000 63035.50| 6.06000 69453.66| COMMON BORROW (CV) | | | 0210 2105609/00035 17799.000 S Y | 1.60000 28478.40| 1.40000 24918.60| GEOTEXTILE FABRIC TYPE V | | | 0220 2123601/00001 10.000 HOUR| 100.00000 1000.00| 85.00000 850.00| DOZER | | | 0230 2123601/00020 10.000 HOUR| 85.00000 850.00| 150.00000 1500.00| TRACTOR MOUNTED BACKHOE | | | 0240 2130501/00010 30.000 MGAL| 43.00000 1290.00| 25.00000 750.00| WATER | | | 0250 2131502/00010 96671.000 GAL | 0.50000 48335.50| 0.67000 64769.57| CALCIUM CHLORIDE SOLUTION | | | 0260 2211503/00150 9318.000 C Y | 11.50000 107157.00| 9.53000 88800.54| AGGREGATE BASE (CV) CLASS 5 | | | 0270 2221503/00110 1984.000 C Y | 14.50000 28768.00| 14.80000 29363.20| AGGREGATE SHOULDERING (CV) CLASS 1 | | | 0280 2221503/00150 19809.000 C Y | 10.30000 204032.70| 10.30000 204032.70| AGGREGATE SHOULDERING (CV) CLASS 5 | | | 0290 2232501/00120 7682.000 S Y | 1.40000 10754.80| 0.84000 6452.88| MILL BITUMINOUS SURFACE (2") | | | 0300 2232601/00010 5.000 EACH| 890.00000 4450.00| 640.00000 3200.00| MILLED RUMBLE STRIPS | | | 0310 2232603/00030 42920.000 L F | 0.36000 15451.20| 0.24000 10300.80| MILLED RUMBLE STRIPS-INTERMITTENT | | | 0320 2331601/00060 125912.000 S Y | 0.74000 93174.88| 0.86000 108284.32| BITUMINOUS PAVEMENT RECLAMATION | | | 0330 2331603/00050 4153.000 L F | 1.65000 6852.45| 1.45000 6021.85| SAWED/SEALED JOINT | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 14 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 2331603/00055 43151.000 L F | 0.45000 19417.95| 0.55000 23733.05| SAW BITUMINOUS JOINT | | | 0350 2350604/15415 205554.000 S Y | 1.85000 380274.90| 2.00000 411108.00| TYPE LV 4 WEARING COURSE MIXTURE 1.5" | | | THICK | | | 0360 2350604/15420 11015.000 S Y | 2.50000 27537.50| 2.66000 29299.90| TYPE LV 4 WEARING COURSE MIXTURE 2" | | | THICK | | | 0370 2350604/16315 205554.000 S Y | 1.90000 390552.60| 1.90000 390552.60| TYPE LV 3 NON WEARING COURSE MIXTURE 1. | | | 5" THICK | | | 0380 2350604/16320 138344.000 S Y | 2.60000 359694.40| 2.50000 345860.00| TYPE LV 3 NON WEARING COURSE MIXTURE 2" | | | THICK | | | 0390 2350604/16345 9713.000 S Y | 10.00000 97130.00| 16.00000 155408.00| TYPE LV 3 NON WEARING COURSE MIXTURE 4. | | | 5" THICK | | | 0400 2357502/00010 17958.000 GAL | 1.00000 17958.00| 1.15000 20651.70| BITUMINOUS MATERIAL FOR TACK COAT | | | 0410 2412511/05500 20.000 L F | 820.00000 16400.00| 1631.00000 32620.00| 10X10 PRECAST CONCRETE BOX CULVERT | | | 0420 2412512/05500 2.000 EACH| 7200.00000 14400.00| 8000.00000 16000.00| 10X10 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | | 0430 2451509/00030 953.000 C Y | 9.50000 9053.50| 15.00000 14295.00| AGGREGATE BEDDING (CV) | | | 0440 2451511/00030 140.000 C Y | 22.00000 3080.00| 19.00000 2660.00| COARSE FILTER AGGREGATE (CV) | | | 0450 2501511/90242 196.000 L F | 59.00000 11564.00| 114.00000 22344.00| 24" RC PIPE CULVERT | | | 0460 2501511/90243 88.000 L F | 63.00000 5544.00| 121.00000 10648.00| 24" RC PIPE CULVERT CLASS III | | | 0470 2501511/90244 98.000 L F | 76.00000 7448.00| 126.00000 12348.00| 24" RC PIPE CULVERT CLASS IV | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 15 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 2501511/90302 68.000 L F | 92.00000 6256.00| 156.00000 10608.00| 30" RC PIPE CULVERT | | | 0490 2501511/90422 60.000 L F | 120.00000 7200.00| 184.00000 11040.00| 42" RC PIPE CULVERT | | | 0500 2501511/90482 142.000 L F | 148.00000 21016.00| 177.00000 25134.00| 48" RC PIPE CULVERT | | | 0510 2501515/90240 4.000 EACH| 580.00000 2320.00| 590.00000 2360.00| 24" RC PIPE APRON | | | 0520 2501515/90300 1.000 EACH| 705.00000 705.00| 656.00000 656.00| 30" RC PIPE APRON | | | 0530 2501515/90420 1.000 EACH| 1250.00000 1250.00| 1069.00000 1069.00| 42" RC PIPE APRON | | | 0540 2501521/90282 66.000 L F | 106.00000 6996.00| 151.00000 9966.00| 28" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0550 2501521/90362 164.000 L F | 140.00000 22960.00| 157.00000 25748.00| 36" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0560 2501521/90442 32.000 L F | 190.00000 6080.00| 157.00000 5024.00| 44" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0570 2501521/90512 210.000 L F | 176.00000 36960.00| 207.00000 43470.00| 51" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | | 0580 2501525/90280 2.000 EACH| 570.00000 1140.00| 580.00000 1160.00| 28" SPAN RC PIPE-ARCH APRON | | | 0590 2501525/90360 6.000 EACH| 820.00000 4920.00| 786.00000 4716.00| 36" SPAN RC PIPE-ARCH APRON | | | 0600 2501525/90440 2.000 EACH| 1030.00000 2060.00| 890.00000 1780.00| 44" SPAN RC PIPE-ARCH APRON | | | 0610 2501525/90510 8.000 EACH| 1210.00000 9680.00| 1036.00000 8288.00| 51" SPAN RC PIPE-ARCH APRON | | | 0620 2501561/90244 58.000 L F | 94.00000 5452.00| 144.00000 8352.00| 24" RC PIPE CULVERT DESIGN 3006 CLASS I | | | 0630 2501561/90245 100.000 L F | 120.00000 12000.00| 177.00000 17700.00| 24" RC PIPE CULVERT DESIGN 3006 CLASS V | | | 0640 2501561/90304 34.000 L F | 110.00000 3740.00| 153.00000 5202.00| 30" RC PIPE CULVERT DESIGN 3006 CLASS I | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 16 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 2501561/90305 38.000 L F | 135.00000 5130.00| 198.00000 7524.00| 30" RC PIPE CULVERT DESIGN 3006 CLASS V | | | 0660 2501567/10420 1.000 EACH| 2150.00000 2150.00| 1732.00000 1732.00| 42" RC SAFETY APRON & GRATE DESIGN 3132 | | | 0670 2501567/10480 4.000 EACH| 1600.00000 6400.00| 2240.00000 8960.00| 48" RC SAFETY APRON & GRATE DESIGN 3132 | | | 0680 2501569/02924 8.000 EACH| 580.00000 4640.00| 589.00000 4712.00| 24" RC SAFETY APRON | | | 0690 2501569/02930 2.000 EACH| 705.00000 1410.00| 635.00000 1270.00| 30" RC SAFETY APRON | | | 0700 2501575/90300 10.000 EACH| 440.00000 4400.00| 360.00000 3600.00| 30" RC DISSIPATOR RING | | | 0710 2501602/05028 2.000 EACH| 1300.00000 2600.00| 1141.00000 2282.00| SAFETY GRATE FOR 28" SPAN RC PIPE-ARCH | | | APRON | | | 0720 2501602/05036 6.000 EACH| 1305.00000 7830.00| 1181.00000 7086.00| SAFETY GRATE FOR 36" SPAN RC PIPE-ARCH | | | APRON | | | 0730 2501602/05044 2.000 EACH| 1310.00000 2620.00| 1181.00000 2362.00| SAFETY GRATE FOR 44" SPAN RC PIPE-ARCH | | | APRON | | | 0740 2501602/05051 8.000 EACH| 1740.00000 13920.00| 1448.00000 11584.00| SAFETY GRATE FOR 51" SPAN RC PIPE-ARCH | | | APRON | | | 0750 2502521/01104 36.000 L F | 5.20000 187.20| 15.00000 540.00| 4" TP PIPE DRAIN | | | 0760 2502541/01104 966.000 L F | 5.00000 4830.00| 7.00000 6762.00| 4" PERF TP PIPE DRAIN | | | 0770 2502601/01040 4.000 EACH| 140.00000 560.00| 200.00000 800.00| 4" PRECAST CONCRETE HEADWALL | | | 0780 2504602/00026 2.000 EACH| 290.00000 580.00| 400.00000 800.00| ADJUST VALVE BOX-WATER | | | 0790 2506501/00060 12.100 L F | 156.00000 1887.60| 225.00000 2722.50| CONSTRUCT DRAINAGE STRUCTURE DESIGN F | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 17 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 2506516/00010 1.000 EACH| 570.00000 570.00| 450.00000 450.00| CASTING ASSEMBLY | | | 0810 2506522/00010 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| ADJUST FRAME & RING CASTING | | | 0820 2511501/00013 71.600 C Y | 50.00000 3580.00| 55.00000 3938.00| RANDOM RIPRAP CLASS III | | | 0830 2511515/00014 148.000 S Y | 0.75000 111.00| 2.00000 296.00| GEOTEXTILE FILTER TYPE IV | | | 0840 2540602/00150 35.000 EACH| 130.00000 4550.00| 115.50000 4042.50| MAIL BOX SUPPORT | | | 0850 2554501/02007 4000.000 L F | 12.00000 48000.00| 11.55000 46200.00| TRAFFIC BARRIER DESIGN B8307 | | | 0860 2554509/00020 50.000 EACH| 25.00000 1250.00| 25.00000 1250.00| GUIDE POST TYPE B | | | 0870 2554521/00020 1.000 EACH| 260.00000 260.00| 255.00000 255.00| ANCHORAGE ASSEMBLY-PLATE BEAM | | | 0880 2554523/00025 13.000 EACH| 2000.00000 26000.00| 1935.00000 25155.00| END TREATMENT-ENERGY ABSORBING TERMINAL | | | 0890 2554602/00025 4.000 EACH| 160.00000 640.00| 155.00000 620.00| GUARDRAIL POST SEAT | | | 0900 2563601/00010 LUMP| 31000.00000 31000.00| 28000.00000 28000.00| TRAFFIC CONTROL | | | 0910 2564602/04106 2.000 EACH| 600.00000 1200.00| 1000.00000 2000.00| PAVEMENT MESSAGE (RR CROSSING) EPOXY | | | 0920 2564603/04101 97894.000 L F | 0.16000 15663.04| 0.17000 16641.98| 4" SOLID LINE WHITE-EPOXY | | | 0930 2564603/04108 40.000 L F | 7.00000 280.00| 5.00000 200.00| 24" SOLID LINE WHITE-EPOXY | | | 0940 2564603/04110 168.000 L F | 9.00000 1512.00| 15.00000 2520.00| 36" SOLID LINE WHITE-EPOXY | | | 0950 2564603/04111 40.000 L F | 0.16000 6.40| 0.17000 6.80| 4" BROKEN LINE WHITE-EPOXY | | | 0960 2564603/04201 27719.000 L F | 0.17000 4712.23| 0.18000 4989.42| 4" SOLID LINE YELLOW-EPOXY | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 18 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE : ==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 2564603/04211 8827.000 L F | 0.17000 1500.59| 0.18000 1588.86| 4" BROKEN LINE YELLOW-EPOXY | | | 0980 2573502/00010 8670.000 L F | 2.50000 21675.00| 1.95000 16906.50| SILT FENCE, TYPE HEAVY DUTY | | | 0990 2573505/00020 130.000 L F | 22.00000 2860.00| 19.00000 2470.00| FLOTATION SILT CURTAIN TYPE MOVING WATE | | | 1000 2573603/00060 450.000 L F | 2.50000 1125.00| 1.95000 877.50| SILT FENCE TYPE MACHINE SLICED | | | 1010 2575501/00010 100.000 ACRE| 95.00000 9500.00| 95.00000 9500.00| SEEDING | | | 1020 2575511/00010 190.400 TON | 100.00000 19040.00| 100.00000 19040.00| MULCH MATERIAL TYPE 1 | | | 1030 2575512/00020 9770.000 GAL | 1.00000 9770.00| 1.10000 10747.00| MULCH MATERIAL TYPE 2 | | | 1040 2575519/00010 95.200 ACRE| 75.00000 7140.00| 75.00000 7140.00| DISK ANCHORING | | | 1050 2575531/03126 6.100 TON | 400.00000 2440.00| 400.00000 2440.00| COMMERCIAL FERTILIZER ANALYSIS 6-24-24 | | | 1060 2575605/00023 23507.000 S Y | 1.15000 27033.05| 1.15000 27033.05| EROSION CONTROL BLANKET CATEGORY 3 | | | 1070 2575608/00252 499.000 LB | 17.00000 8483.00| 16.95000 8458.05| SEED MIXTURE 25A (MOD) | | | 1080 2575608/00302 3738.000 LB | 4.20000 15699.60| 4.15000 15512.70| SEED MIXTURE 30A (MOD) | | | 1090 2580603/00010 94242.000 L F | 0.18000 16963.56| 0.28000 26387.76| INTERIM PAVEMENT MARKING | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,753,582.35| $ 3,749,733.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ALTERNATES AA1 ------------------------------------------+----------------------------+----------------------------+-------------------------------1100 2411501/03243 54.000 C Y | | | STRUCTURAL CONCRETE (3Y43) | | | 1110 2411541/00010 8210.000 LB | | | REINFORCEMENT BARS | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ALTERNATES AA2 ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 19 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE : ==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 2412511/03300 40.000 L F | 650.00000 26000.00| 747.00000 29880.00| 6X6 PRECAST CONCRETE BOX CULVERT | | | 1130 2412512/03300 2.000 EACH| 4500.00000 9000.00| 4332.00000 8664.00| 6X6 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 35,000.00| $ 38,544.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ALTERNATES BB1 ------------------------------------------+----------------------------+----------------------------+-------------------------------1140 2501521/06350 38.000 L F | | 51.70000 1964.60| 35" SPAN PC-CS PIPE ARCH CULVERT | | | 1150 2501521/06420 40.000 L F | | 53.30000 2132.00| 42" SPAN PC-CS PIPE-ARCH CULVERT | | | 1160 2501567/07350 2.000 EACH| | 946.00000 1892.00| 35" SPAN PC-CS SAFETY APRON & GRATE | | | DESIGN 3128 | | | 1170 2501567/07420 2.000 EACH| | 1186.00000 2372.00| 42" SPAN PC-CS SAFETY APRON & GRATE | | | DESIGN 3128 | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 0.00| $ 8,360.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ALTERNATES BB2 ------------------------------------------+----------------------------+----------------------------+-------------------------------1180 2501521/02350 38.000 L F | 36.00000 1368.00| | 35" SPAN CS PIPE-ARCH CULVERT | | | 1190 2501521/02420 40.000 L F | 40.00000 1600.00| | 42" SPAN CS PIPE-ARCH CULVERT | | | 1200 2501567/03350 2.000 EACH| 750.00000 1500.00| | 35" SPAN CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1210 2501567/03420 2.000 EACH| 1000.00000 2000.00| | 42" SPAN CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 6,468.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ALTERNATES CC1 ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 20 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 2501511/05181 2590.000 L F | | | 18" CP PIPE CULVERT (SMOOTH) | | | 1230 2501511/05241 330.000 L F | | | 24" CP PIPE CULVERT (SMOOTH) | | | 1240 2501511/05301 100.000 L F | | | 30" CP PIPE CULVERT (SMOOTH) | | | 1250 2501511/05361 56.000 L F | | | 36" CP PIPE CULVERT (SMOOTH) | | | 1260 2501515/03180 12.000 EACH| | | 18" PC-CS PIPE APRON | | | 1270 2501515/03240 4.000 EACH| | | 24" PC-CS PIPE APRON | | | 1280 2501567/06300 4.000 EACH| | | 30" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1290 2501567/06360 2.000 EACH| | | 36" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1300 2501569/02318 88.000 EACH| | | 18" PC-CS SAFETY APRON | | | 1310 2501569/02324 8.000 EACH| | | 24" PC-CS SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ALTERNATES CC2 ------------------------------------------+----------------------------+----------------------------+-------------------------------1320 2501511/06180 2590.000 L F | | | 18" PC-CS PIPE CULVERT | | | 1330 2501511/06240 330.000 L F | | | 24" PC-CS PIPE CULVERT | | | 1340 2501511/06300 100.000 L F | | | 30" PC-CS PIPE CULVERT | | | 1350 2501511/06360 56.000 L F | | | 36" PC-CS PIPE CULVERT | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 21 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 2501515/03180 12.000 EACH| | | 18" PC-CS PIPE APRON | | | 1370 2501515/03240 4.000 EACH| | | 24" PC-CS PIPE APRON | | | 1380 2501567/06300 4.000 EACH| | | 30" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1390 2501567/06360 2.000 EACH| | | 36" PC-CS SAFETY APRON & GRATE DESIGN | | | 3128 | | | 1400 2501569/02318 88.000 EACH| | | 18" PC-CS SAFETY APRON | | | 1410 2501569/02324 8.000 EACH| | | 24" PC-CS SAFETY APRON | | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 ALTERNATES CC3 ------------------------------------------+----------------------------+----------------------------+-------------------------------1420 2501511/02180 2590.000 L F | 19.00000 49210.00| 22.00000 56980.00| 18" CS PIPE CULVERT | | | 1430 2501511/02240 330.000 L F | 20.00000 6600.00| 25.00000 8250.00| 24" CS PIPE CULVERT | | | 1440 2501511/02300 100.000 L F | 27.00000 2700.00| 33.00000 3300.00| 30" CS PIPE CULVERT | | | 1450 2501511/02360 56.000 L F | 18.00000 1008.00| 35.45000 1985.20| 36" CS PIPE CULVERT | | | 1460 2501515/00918 12.000 EACH| 114.00000 1368.00| 153.00000 1836.00| 18" CS PIPE APRON | | | 1470 2501515/00924 4.000 EACH| 140.00000 560.00| 175.00000 700.00| 24" CS PIPE APRON | | | 1480 2501567/02300 4.000 EACH| 700.00000 2800.00| 753.00000 3012.00| 30" CS SAFETY APRON & GRATE DESIGN 3128 | | | 1490 2501567/02360 2.000 EACH| 980.00000 1960.00| 1050.00000 2100.00| 36" CS SAFETY APRON & GRATE DESIGN 3128 | | | ------------------------------------------+----------------------------+----------------------------+-------------------------------
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 : 08/01/00 PAGE : 22 TABULATION OF BIDS
LETTING : 00072801 CALL : 011 COUNTIES : ST LOUIS
LETTING DATE : 07/28/00 9:30 A.M. JOB NO. : 000180 DISTRICT : 1 STATE PROJECT : 6927-0017 ROUTE : TH 73=163 LENGTH : 10.20 CONTRACT NO. : S00223 START DATE: 08/28/00 COMPLETION DATE :
==================================================================================================================================== |( 3 ) N390 |( 4 ) L340 |( ) |NORTHLAND CONSTRUCTORS OF D |LOUIS LEUSTEK & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1500 2501569/01018 88.000 EACH| 160.00000 14080.00| 178.00000 15664.00| 18" CS SAFETY APRON | | | 1510 2501569/01024 8.000 EACH| 230.00000 1840.00| 230.00000 1840.00| 24" CS SAFETY APRON | | | SECTION TOTALS | $ 82,126.00| $ 95,667.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,877,176.35| $ 3,892,305.40| $ ====================================================================================================================================
