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2010 MAIN STREET PAVEMENT REHABILITATION
<br />CITY OF ELK RIVER
<br />BIT TABULATION
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<br />1,'}1'f PRI(P. TOTAL YR1CF H+riiri~cr, Inc.
<br />14475 Luinm DAB.
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<br />IIIr IT PRICE 7~1T,l !.PRICE
<br />1 IZATION
<br />2021
<br />501 MOBB LS t.00 000.00
<br />56 56 000.00 56 000.00 36.000.00 37 500.00 37 500.00 $4 500.00 34 500.00 55,500.00 55,500.00
<br />2 .
<br />.
<br />501 REMOVE CONCRETE CDRH
<br />2104 I.F 440 ,
<br />53.00 31320.00 33.15 $1.38600 $4.12 31,812.80 32.50 SI 100.00 Si.IO 52,244.00
<br />3 .
<br />503 REMOVECONCRETE WALK
<br />2104 SF 2
<br />551 51.50 $3826.50 30.79 32,015.29 31.24 33,163.24 32.50 36377.50 50.89 32270.39
<br />4 .
<br />505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />2104 SY ,
<br />7.7 51000 377.00 SI0.50 380.85 311.25 t<~"~~ 545.00 5346.50 321.10 3162.47
<br />5 .
<br />511 SAWING BITUMINOUS PAVEMENT LDEPTH)
<br />2104 LF 86 53.99 - 32.10 5180.60 32.25 5193.50 31.99 3430.00 54.30 3369.80
<br />6 .
<br />523 SALVAGE SIGN
<br />2104 EACH 4 SiU.W 320000 552.10 5210.00 348.00 3192.00 550.00 3200.00 548.5(1 3194.00
<br />7 .
<br />501 SIJBGRADE PREPARATION
<br />2112 AD ST 64.1 32W.99 512.820.00 $125.40 $8038.14 $245.00 515704.50 5200.00 512820.00 3110.00 $7,05100
<br />8 .
<br />604 FALL DEPTH PAVEMENT RECLAMATION (P
<br />2331 SY 29
<br />572 50.95 528,09340 50.55 316 64.60 30.86 325431.92 50.76 52247472 Sl.ii 345,83660
<br />9 .
<br />0")
<br />501 MBL BFFUMR10U3 SURFACE 2
<br />2232 SY ,
<br />470 35.50 52 585 00 33.15 S1 480.50 310.00 34 700 00 58.25 33 877.50 54.70 32 209.00
<br />10 .
<br />.
<br />501 TYPE MV3 WEAR COURSE MIXTURE VWE35035H
<br />2350 TON 3
<br />800 344.34 $168492.00 345.39 $172,48200 34560 5173280.00 348.00 318240000 $50.00 3190,00000
<br />11 .
<br />502 TYPE LV3 NON-WEARINGCOURSE MIXTTBU3 VNW35030H
<br />2350 TON ,
<br />3
<br />600 543.00 5163400.00 544.85 $170430.00 544.95 517081000 347.00 $178600.00 350.00 3190,000.00
<br />12 .
<br />502 BFFUMB40U5 MATERIAL FOR TACK COAT
<br />2357 GAL ,
<br />1
<br />553 $2.50 53,682.50 52.20 53 416.60 52.20 $3 416 60 52.25 53 494.25 52.10 33261.30
<br />13 .
<br />602 ADJUST VALVE BOX
<br />2504 EACH ,
<br />21 S 185.00 33 885.00 3315.00 56 615,00 5225.00 S4 725.00 5220 00 $4 620.00 5222.00 34,662 00
<br />14 .
<br />522 ADNST FRAME AND RMG CASTING
<br />2506 EACH 21 $373.00 5783300 5450.00 59450.00 5315.00 $6615.00 5350.00 37350.00 5307.00 56447.00
<br />li .
<br />521 B43TALL CASTNG = i01C)
<br />2506 EACH 1 $495.00 5495.00 3550.00 5550.00 5649.00 3649.00 5650.00 365000 $634.00 3634.00
<br />IG .
<br />501 4" CONCRETE SIDEWALK
<br />2521 SF 2
<br />884 33.10 38 940.40 34.17 312 026.29 $3.30 39 517.20 33.00 38 652 00 $3.85 511,103.40
<br />17 .
<br />501 CONCRETE CURB AND GUTTER 8618
<br />2531 LF ,
<br />440 514.20 56,248.00 321.64 $9 609.60 514.45 36 358,00 SI5.00 SG 600.00 520.90 39, I9G.00
<br />IB .
<br />2531604 8"CONCRETE VALLEY GUTFER SY 5.0 554.00 3270.00 $87.55 3437.75 5155.00 5775.00 345.00 3225.00 348.50 3242.50
<br />I9 2531604 8"CONCRETE VALLEY GUTTER TRIANGULAR SECTION EACH 4 5500.00 32000.00 31,31840 3527360 361800 32472.00 5550.00 32,200.00 $592.00 52,368.00
<br />20 602 TRUNCATED DOMES PEDESTRIAN CURB RAMP)
<br />2531 EACH 17 5256.00 34,352.00 5296.64 55 042.88 390.00 51 530.00 $100.00 51 700.00 3108.00 51,836.00
<br />21 .
<br />601 TRAFFIC CONTROL
<br />2563 LS 1.00 33 000.00 33 000.00 33,502.00 33 502.00 33 500.00 33,500.00 37 000.00 37,000.00 53 770.00 53,770.00
<br />22 .
<br />602 INSTALL SIGN M CONCRETE
<br />2564 EACH 3 3200.00 5600.00 32 W 00 5618.00 $200.00 5600.00 5200 00 3600.00 $323.00 5969.00
<br />23 .
<br />603 4" SOLID LINE WHITE -EPOXY
<br />2564 LF 5284 30.28 $1 479.52 $0 29 51 532.36 50.29 31,532.36 30.28 31,479.52 30.32 31 690.88
<br />24 .
<br />603 4" DOUBLE SOLID LINE YELLOW -EPOXY
<br />2364 LF 3
<br />341 50.58 31 937.78 S0.G0 32,004.60 50.60 32,004.60 30.58 31 937.78 30.67 $2,238.47
<br />25 .
<br />603 4"BROKEN LME YELLOW-EPOXY
<br />2564 LF ,
<br />810
<br />2 S00G 3168.60 3006 5168.60 50.07 5196.70 $0.06 5168.60 SO.OG 3166.60
<br /> .
<br />603 24"SOLID WHITE STOP BAR)-EPOXY
<br />2564 LF ,
<br />170 56
<br />00 020.00
<br />51 $G.IB 51,010.60 56.20 51054.00 36.00 51020.00 36.45 51,096.50
<br />2G .
<br />EPOXY
<br />6 3'X6'ZEBRA CROSSING WHITE 3F 972 .
<br />53
<br />00 ,
<br />52916.00 53.09 33,003.48 53.09 33003.48 53.00 52,916.00 33.25 33,159.00
<br />27 -
<br />2564.61
<br />602 B4LE'1' PROTECTION
<br />573 EACH 40 .
<br />3150 00 SG 000.00 $113.30 34 532.00 $85.00 53 400.00 3150.00 $6 000.00 5101.00 54,040 00
<br />28 .
<br />2
<br />SPEC STANDARD PROCTOR SUBGRADE EACH 2 395
<br />00 3190.00 597.85 3191.70 598.00 5196.00 595.00 5190.00 3129.00 5258.00
<br />29 BJPLACE DENSITYffi MOISTURE SIE3GRADE
<br />E EACH IS .
<br />545
<br />00 3675.00 346.35 3695.25 348.00 3720.00 345.00 5675.00 545.20 5678.00
<br />30 SP
<br />C
<br />PEC CONCRETE TESTING EACH 4 .
<br />00
<br />3185 3740.00 3190.55 1762.20 5195.00 5780.00 3181.00 5740.00 3178.00 5712.00
<br />31 S
<br />SPEC INPIACE DENSTTYffiAIR VOIDS BHTIMINOUS) EACH 17 .
<br />SI0
<br />00 3170.00 536.05 SG 12.85 338.00 $646.00 336.W 3595.00 3291.00 54,947.00
<br />32
<br />T BID TOTAL . 5443 874.70 3449,667.33 3416 565.53 4471,939.37 5109,314.91
<br />I HEREBY CERTIFY THAT THLS IS AN ACCURATE TABULATION OF
<br />THE BIDS RECEIVED FOR THE ABOVE MENTIONED PROJECT. ~_~ INDICATES MATH ERROR CORRECTED IN THE TABULATION
<br />~-~o.~
<br />JOHN M. ANDERSON, P.E.
<br />June 2, 2010
<br />MN REG. NO. 25889
<br />226212 -BID TAHULATION.xIs 622010 I of 1
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