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4. Arboretum Blvd Extension to Lake Ann Park.
i MEMORANDUM CITY OF 4 CHANHASSEN 690 COULTER DRIVE 0 P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 TO: Don Ashworth, City Manager FROM: Charles Folch, Director of Public Works DATE: December 11, 1996 SUBJ: Award of Bids for Arboretum Boulevard Extension to Lake Ann Park Project No. 95 -21 The result of the bid opening and a recommendation of award for the Arboretum Boulevard Extension to Lake Ann Park, Project No. 95 -21 will be presented to the City Council on Monday night. Jms \' cfsl \vol2\eng'charles\cc\arboretum blvd award.doc I MEMORANDUM CITY OF L4 CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 e FAX (612) 937 -5739 ' TO: Don Ashworth, City Manager FROM: Charles Folch, Director of Public Works DATE: December 16, 1996 I SUBJ: Award of Bids for Arboretum Boulevard Extension to Lake Ann Park Project No. 95 -21 ' On Tuesday, December 3, 1996 at 10:00 a.m. bids were received and opened for the Arboretum Boulevard Improvement Project No, 95 -21. The bid opening appeared to take place in a normal ' fashion with an apparent low bidder (Northwest Asphalt) at $768,412.61. The next day, as the bids were reviewed for correctness and completeness, things got a little interesting. Due to computation errors on the part of the initial third low bidder (S. M. Hentges), they became the low bidder at ' $760,141.76. However, this new low bid had a work item which was left blank. This particular bid item averaged $5,500 on the other bids. ' This matter was discussed with MnDOT since this is a cooperative project. Based on MnDOT Specification 1207, the bid submitted by S. M. Hentges is considered an invalid bid and must be rejected. The low bidder then becomes (again) Northwest Asphalt at $768,412.61. This bid is ' approximately $400 above the Engineers estimate. Northwest Asphalt has performed satisfactorily on other projects within the City. ' MnDOT is nearly complete with their review of the plans and some minor changes are typical and expected. MnDOT is also drafting the cooperative agreement for the project which should be ready for ' execution in the next few weeks. It is recommended that the Arboretum Boulevard Project No. 95 -21 contract be awarded to Northwest Asphalt in the amount of $768,412.61 contingent upon MnDOT State Aid approval of the plans and the execution of a cooperative agreement for the project between the City and MnDOT. Attachment: Bid tabulation c: Jim Knutson, Barton- Aschman Kevin Hoaglund. MnDOT Marty Timmons, S. M. Hentges Mike Pfieffer, Northwest Asphalt g:\eng`charles`cc\artxxetum reject bids.doc AR130Rlr W HUULF VARD Ill I) [A HOLATI ON Gtc NO 95 -21 December 03, I'M NO 2021.501 2031.501 2101.511 210', WI 2104 501 12104 501 2104.501 210 501 2 104 501 2104.501 2104.501 9 104.505 2104.509 2104.5)9 2104.513 12104.523 12105 501 , 21115 507 2105.522 1 0105 602 10105.609 1 2111.501 2130.5111 2 503 2232.501 I2342 5u8 I ?340.510 i 234(1.511 2357 502 2501.515 ' 515 r 25UIS15 2501 51S 2501.561 0501 602 001,002 0 602 0501.602 2S02 S41 2503.541 2503 541 25113.541 2503.541 2 SO:.SJ I 004 )4 l01 C. & McCkoswsan Valley Paging JNIT COST AMOUNT UNIT C OST AMOU 512, 300.00 542,300.00 547,000.00 $47,000.00 57,600.00 57,600.00 $3,700.00 53,700.00 55,000.00 S5,000.00 $18,000.00 518,000.00 S1,100.60 $1,100.00 58,000.00 $8,000.00 S10.00 $140.00 56,90 $95.20 $400.00 $400.00 5165.00 5165.00 510.00 5330.00 57.00 5231.00 55.00 $940.00 53.60 $604.80 $3.00 51,077.00 54.20 51,507.80 5500.00 $500.00 SI,800.00 $1,800.00 $71.00 57,455.00 543.00 54,515.00 55.00 51,335.00 53.30 $881.10 530.00 $180.00 516.00 396.W $200.00 5200.00 $2,100.00 $2,100.0) 54.00 5472001 54.00 $17200 S100.00 S100.00 i $200.00 $200.00 53.40 5101,864.00 $3.68 5110,252.80 53.40 511,318.60 54.00 513,316.00 $9.10 543,225.00 $14.20 567 5250.00 5750.00 5325.00 $975.00 S2.00 52,000.00 5090 $900.00 520.00 5560.00 Sw'00 $2,240.00 $30.00 5450.00 520.00 5300.00 517.00 $90,117.W $16.05 585,081.05 S5.00 5565 OG SS.86 5655.40 525.00 I 524,525.001 523.30 $22,857.30 523.00 530,107.00 522.62 529,609.58 $22.00 543,23200 $20.95 541,166.75 $1.90 51,681.50 51.85 $1,637.25 5410.00 51,230.001 5585.00 S1,755.00 S460.00 5460.00 5600.00 $600.00 $750.00 5750.00 5826.00 S826-0C $880.00 $1,760.00 5840.00 $1,680.00 532.00 52,592.00 $24.50 57,981.5( $220.00 $660.00 S180.00 5540.0( $260.00 5260.00 $215.00 5215.0( $690.00 S690.00 5445.00 5445.0( $780.00 $1,560.00 5480.00 5960.0( 54.50 526,712.00 $4.86 528,848.91 527.00 $26,190.00 127.60 $26,772.0t $25.00 52,250.00 527.60 52,484.01 528.00 55,656.00 528.45 S5,746.91 560.00 59,120.00 548.00 $7,296.01 S6000 $5.820.00 555.50 SS,383.5 5350.00 $150.00 S130.W SIi0.01 $40.1.(X) 5 16. 10 (v_' I S' I S ie) \J.�) S - )i M M M M M M M M M M M M M M M M M M M FILM Mobilvation Ficld 017icc'f)pc I) Clearing and Grubbing Building Rcmo,al Remntc Metal Gdccn Rcmocc Manholes or Cau.hbasurs Rerm`e Pipe Sewers Remo,e Cub and Gutter Remove W,wd Fence Rcmocc vehicular (rate Remo%c ( Box Culvert Rcmocc Bauminws Paroment Rcmn c Sign Remove Flagpole Sawing Bit Pavement (Full Depth) Sal, age Caging Common Excavation (11 Subgradc L.xcavelion (P) Select Granular Borrow (CA') Sevlement Plat" Geotextile Fabric Type V Tcsr Rollmg \c'aicr .ABL,eeatc Base (CV) Class 5 Mill Birmnmous Surtacc ( 1.5 ") Type 41 \k taring Course Mutwe T}pe 41 Binder Coune Mwure Type 31 Base Ceune Mixhuo Bituminom Metttial for Tae► (, 12" RC Pip, Apron I Y' RC Pip, Ap,ou 27' RC Pipe Apron 3C RC Pipc Apron 15 RC Pipe Culvert Des 3006 Class IV I r.0sh (i-I for 12" RC Apron Trash Guard for IS" RC Apron Trash Guard f r 27 RC Apron Trash O wrd for 30" RC Apron 4" PL ('.on Perf Pipc Dram 12" RC Pipe Sew'cr Des 3006 12" RC PiPc Sewcr Des 3006 (crass IV 15" RC Pipe Saver Des 3006 97" RC Pipc Scorer Des 3006 Class V _11 RC P,pc Scorer Des :006 ('Ias5 IV \ Ii.-a \ I H_t r :1 :.. , , 9inrcn., I)cs tipcc 1 UNIT LUMP GACII LUMP LUP1P IIN FT LIN FT LIN FT LIN FT LIN FT EACH LIN FF SQ YD EACH EACH LIN FT EACH Cl, 2'. CU YO CU 1'D EACH SQ 1'D RD ST N1 GAL CU YD SQ YD TON TON TON GAL1 0 EACH EACH LACI I L.CII LIN FT LACIT L_ACf f L'A(I I EACH LIN Fl LIN FT LIN FT LIN IT LIN FT IIN FT 1: %CH i :" F i L.N(;INI:I;IZS F.STIMAT S, M. I lenlgcs & Sons I Northwest Asphalt ilardovvs, Inc. Nl,dw,.q Asphalt UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AM OUNT UNIT COST AMOUNT LIM T COSTIAMOUNT 1 533,000.00 533,00000 512,.5M.15 512,586.15 533,000.00 S33,00rW 510,00000 S10,000.00 $30,000.00 I 4,00000 4,0(x).00 $3,500.00 53,500.00 $5,400.00 55,400.00 $5,00000 SS,00.00 54,000.00 1 1,540.00 1,500.00 54,000.00 $4,000.00 $5,500.00 $5,500.0(1 52,700.00 52,700.00 53,000.00 1 500.00 500.00 530000 $300.00 5500.00 $500.01 5750.00 $750.00 $350.00 14 3.00 42.00 $150.)0 $2,100.00 56.95 597.30 S6.00 $84.0(1 512.00 1 u0.00 150.00 S10000 S100.00 $152.25 $152.25 $176.00 $176.00 $220.00 33 3.00 99.00 $6.00 S198.00 $7.60 5250.80 56.20 5204.60 $11.00 168 1.00 168.00 53.00 5504.00 S4.00 5672.00 53.00 5504.0() 53.50 359 2.00 718.00 $1.60 5359.00 $2.50 5897.50 53.00 51,077.00 $4.40 1 30.00 30.(0 SIOU.00 S100.00 5100.00 $100.00 5300.00 $300.00 5250.00 I05I 45.00 4,725.00! NO bit) $0,00 542.00 S4,410.00 $61.60 S6,46800 $44.00 2671 2_(0 534.00 $7.00 S1,869.W S3.15 5841.05 53.00 SS01.00 S3.00 61 15.00 99.00 550.00 S30000 515.75 S9450 S16.SO 599.00 580.00 i II 100,00 100. (Po S300of) S300.00 S250.00 $250.001 $25000 5250.00 5380.00 1181 3.00 353.00 SJ.N) 5472.00 54.00 5472.001 $3.00 5354.00 53.40 1 50.00 50.00 550.00 S50 1.)0 , 550.0) S50.001 350.00 550.00 585.00 >96G 3.35 100,365.00 53.25 597,376.00 13.25 597,370.00 53.90 5116,844.00 $3.25 7329 335 11,152.15 53.25 $10,819.25 $3.25 $10 52.90 59,654.10 $3.25 1750' 850 40,371.X) Sit 110 552,250.00 S8.25 539,187.50 59.00 142.75G.0) i $10.40 3 1 250.00 750.00 5500.00 51,500 W $500.00 S1,500.00 5500.00 SL, 00 W 1 $300.00 1000 1.25 1,250.00 $1.10 51,100.00 SIAS $1,150.00 $130 S1,300�Al SL40 28 75.00 2,10,0.00 1 5150.00 S4,200.00 t S25.00 $700.00 54200 S1,120.i l 530.00 IS 10.00 150.00 SIJO 515 Of) 530.00 5450.00 S30.1X) $450.:n) 530.00 53011 14.W 74.214.00 $15.55 582,430.55! S14.75 578,189.75 $15.50 S82,165.501 $16.80 113 5.01) 565.00 S16W $LS08.00 � S5.Or, 5565.001 515.00 S1,695.1WI S2.50 981 27.00 26,487.00 524.80 S24,328.801 S25.75 $25,260.75 534.:0 523,838.36, $26.00 , 1309 i 27.00 35,343.00 523.(0 530.107.00 $23.95 531,350.55 522.70 529,714.301 $24.20 l 1965 25.00 49,125.0) 52300 S45,195,00I $24.05 547,258.251 S22. ?0 $44,60 S0 j $23.25 8851 1.50 1,327.50 $Lf0 S88S00 $LIG 5973.50 51.00 S88500I $1.60 3 300.00 90.00 3470.00 51,410(8) S3 ?8.1x) $1,134.00 5632.50 51,89 $636.00 i I 350.00 353.00 5486.0) 5486 00 5325.25 5425.25 5(55.59 5665 50 5660.00 1 50 Do 55000 52.334.00 $23+ IfY1 51,118.25 $1,118.25 5812.00 S812 0') 5805.00 I 2I 600.00 1,200 OU $680.00 S1,360.001 5077.25 51,354.50 5853.10 51,706 (d) 5850.00 81 30.00 2,430.00 SISK $1,522.80 $21.70 51,757.70 524.20 51.96020! 524.00 3 675.00 S187.0 5561.00 I $.'25.75 S677.25 $264.1.01 5792.001 $262.00 � I li 300.00 300 .00 5228 GO 522..-,; $273.00 5273.00 S305.01) $30510 ' $303.00 1 SWAM 50.00 5607.00 SW7.00 $724.50 5724. $583.00 $59300 $580.00 2 600.00 1,20(3.w S67100 51,34200 5808.50 $1,617.W 5627.00 $1.254.00 S622.00 5936 4.00 23,744.00 56.00 $35,616.00 $3.75 522,260.00 54.00 $23,744.00 $6.00 970 25.00 24,250.00 S16.W 515,520.40 S21.25 520,61250 S23. 10 522,407.(X) $22.90 90 3 5. 00 3,150.00 $16.00 51,440.00 $21.25 51,912. $23.10 $2,079.00 $22.90 202 30.00 6,060.00 $17.50 53,535.00 52285 S4,61S.70 $25.30 55,110.60 $25.10 152 50.00 7,600.00 552.00 S7,9WAY) 568.25 $10,374.00 569.30 S10,5i+.(d) $70400 97 40.00 3,85200 53205 S3,787 ',5 $52.50. S5,092.50 55400 $5,238.00 $ !! ISO 0 15000 $1sofA) 315000, $1 $150 00 5119.00 $11900 �, S127,00 41 1 WI;O 6.I5i1.ih) S - 46 'h) f W, W, fd, S 146 35 ES (iii).:5 1 $198 v0 SSJ IS. )7 $200 % 54,000.00 S3,0(noo S350.00 $ 168.00 $220.00 $363.00 5588.00 51,579.60 $250.00 14,620.00 5801.00 $480.00 $380.00 5401.20 585.00 $97,370.00 $10,819.25 549,400.)0 $900.00 S1,400.00 5840.00 $450.00 589,056.80 S25,506.00 531,677.80 $45,686.25 S 1,416.00 S 1,890.00 W0.00 S8050) 51,700.00 $1,944.00 5786.00 S303.00 $580.00 $ 1,244.00 $35,616.00 $22,213.00 $2,061.00 55,070.20 S 10,640.00 $5,189.50 S127.00 SS,20J 04, ;:5116 5 01 I Ihain.tgn Snurlurc Lcs Sp 2 I.IN Fr 23 225.00 5,175 Or) $27000 $5,06(1(111 $205.811 S4,733.4U 5253.(.4) 55,819 00 5250.00 55,750.00 5390.00 S8,970.00 S250.00 2506 501 Con,l Miinarc Structure bee Spec 3 LIN FT 5 250.00 1,250.00 $258.0(1 $1,2'70.(1) $268.8(1 $1,.341(10 S273.00 51,365.110 5275.00 $1,375.00 S410.00 52,050.00 $295.00 1 '506 516 Cwit q Assembly I ACII 21 325.00 6,825.40 $25000 55.250.00 $250.00 55,250.00 S124.00 58,904.00 $370.00 $7,770.00 5350,00 57,350.00 5425.00 ! 0506.601 ReconsuuctSanitaryNlanholci LINT - 1 8.4 200,00 1,6811.00 511 $1.00 $1,260.00' $294.00 $2,469,60 5166.00 $1,39-4.40 $165.00 51,386.00 $230.00 $1,932.00 5210.00 2511.501 Random Riprap (.1ass II CU YD 15 50.00 750.00 160.00 $900.00 558.80 $882.00 563.00 4945.00 562.50 5937.50 570.00 $1,050.00 563.00 12511.515 Gadcxtile Fd(c, Type V SQ YL) 4-4 5.00 220.00 SL00 544.001 52.65 $116.60 54.10 1180.40 51.00 5176.00 58.00 5352.00 54.20 !2 521.501 3" U"ncleic l5'alk SQ I'l 323 2.00 646.00 53.00 5969.00 $3,15 $1,017.45 $2.75 S888.25I $3.60 $1,162.80 54.00 51,292100 52.88 ! 2 521. NO1 Co ete Walk 6" ncr SQ FI 41 5.00 205.00 $6.70 $274 70 $3.68 51 50.88 54.40 S180.40 $4.50 $184.50 58.00 $328.00 57.30 1 2521511 3" Bawninous Walk SQ I 26988 1.00 26,988.00 50.72 119,431.36 $1.00 526,988.00 50.57 SIS.383.16 SL00 $26,988.00 50.82 522,130.16 SO.67 531.501 Concrete Curb and (;utter Oesiyn B618 (Modified (.IN LT 6851 7.75 53,141.75 $9.120 $61,713.00 58.19 $56,158.83 5260 565,827.20 58.90 561,027.30 59.00 $61,713.00 58.55 ! 0531.602 I Pedestrian Curb Ramp EACH 3 150.00 450.00 S290.00 5870.00 $210.00 5630.00 $155.00 S465.00 5220.00 5660.00 5300.00 5900.00 5300.00 10531604 SpecialMedian(Brick) I.UNIP 1 2,000.00 2,000.00 53.000.00 S3,00000 $3,5ftGA 5.3,500.00 SS,000.6) Ss S6,000.00 56,000.00 $7,500.00 57,50000 $3,200.00 2N 15.11,6 Electric P^er System LUMP 1 20,000.00 20,0(8).00 525, - )0.Ou S25,000.00 i S25,410.00 525,410.00 526,620.00 $26,620.00 1 526,400.00 $26,400.00 S26,000.00 526,000.001 $26,500.00 12545.511 LighWy,llnit "IypeR EACH 23 2,100.00 48,30000 S1,700.00 539,100.001 $1,760.00 $40,480.00 $1,843.00 S42,3S9.001 51,850.00 $42,550.00 51,800.00 $41,400.00 51,800.00 2554.505 Pcrmancnt Rarricades LIN FF 56 25.00 1,400.00 $29.00 51,624.09' $29.40 51,646.40 S3 1.00 $1,736.00 530.00 S1,680.00 530.00 $1,680.00 528.50 0 - 1 "rarli,G I -UN1p 1 1,000.00 LOGO 00 S3.50Gv0 53,500.001 51,000.00 51,000.00 $10,000.00 $10.000.00 56,000.90 S6,WO.00 S7,5 .00 S7,5 00 00 58,600.00 216 .531 F &I Sign Panels Type C SQ FF 116 20.00 2,320.00 521 00 52,436.00 520.75 $2,407.00 522.00 52,552 00 521.85 52,534.60 $21.00 52,436.00, 521.00 I 'ii 5 6 -4.602 Past NI< ge (Lt Am-) P oly Itef EACH 1 250.00 250.00 1 5615.00 5615.001 $630.00 5630.00 S660.00 5660.00 1655.00 $655.00 $630.00 $630.00 5665.00 IG564 6") Pan Mcssagu (Rt.Art,-) Poly Pref EACH 1 2 50. 00 250,001 5615.00 S615.001 5630.00 5630.00 $66000 566000 5655.00 5655.00 5630.00 5630.00 5665.00 16561.602 Pan Message (Tlw Arrow') Poly Ref LACH 1 250.00 250.00 1 5615.00 5615.00 ! S630,00 5630,00 $660.110 $660.00 $655.00 $655.00 $630.00 5630.00 S665 GO �105t460 4" Solid Lme White - Epoxxy LIN FT 300 0.25 75.001 b0.50 5150.00' $0.51 t Sl53.00 50.54 b162.00 50.55 S165.00 59.50 SI50.001 SOS& , 60 1 01643 -4•' Double Seltd Lune Yellow• - 4oxy LIN FT 3M 0.40 1,200.00 SL00 53,000.00 SI.03 53,090.00 $1 08 $3,240.00 $1.10 $3,300.00 SLOO S3,000.00� 51,15 1 06160; . 24" Solid Line fellow - Epoxy LIN FT 50 350 175,00 $6.00 5300.001 55.25 526150 $5.50 5275.00 55.50 5275.00 $6.00 $300.00 $5.50 0565.601 R.,ie Signal System LUNIP 1I 36,500.00 36,500.001 S M,00 S55,000.001 S56,125.00 556,125.00 $58,!95.00 558,795.00 X 0,000.00 S60,000.00 556,000.00 556,000.00 555,000.00 2571 9d Colorado Spnrcc 8' Ht B &8 EACH 8 350.00 2,800.00 5225.(X) 51,800,001 5231.00 51,848.00 $2 -42 007 51,936.00 $240.00 $1,920.00 $230.00 $1,840.00 5246.00 257150' Rini Birch (Clunsp) 10•Ht B 8-6 EACH 37 250.00 9,250.001 S204.CX'i $7.548.601 5210.00 57,77200 S220 00 $3.140.00 5220.00 $8,140.00 $210.00 57,770.00 5246.00 I<'571 5O? S-p %% hire (yak 2 5" (al BXB EACH 33 360.00 1I,S80.G0 S'_04 i)0 S6,732 W I $2101.00 56,939.00 5220.00 S7,260.001 S220.00 S7, ?60.00 5210.00 $6,930.00 $254.00 2571 502 Kenluckv Coffee Ttee 25" Cal B &B LACH 9 � 280.00 2,520.00 S255.0<J S2,295.001 5263.00 52,367.00 $275.00 52,475.001 $275.00 52,475.00 $260.00 52,340.00 5310.09 '2'7150 Sk_ "u, Hcnra. cud +•'Cal M6 EACH 4I 391, CA 1,440.70 5255.10 S1;730.IYJ� S263.0(1 $1,052.00 5275 iri SI,IOG.OG 5275.00 51,100.00 $260.00 51,010.00 5250.00 1 2571 50: Bnr Oak 3" CsI B &B FA( 201 100.00 8, h 0.00 5255 00 $5,100 C{j S26100 55,260.00 1 S ?75.(0:) S5,S6).00 5275.00 55,500.00 S260.00 55,100.00 M 5310 00 2S - 1 1 S02 Sugar Maple 3" Cal B&B LACH 131 -400.00 5,200.001 SM 00 S2,626.00I 5210.00 S2,73 $220 00 S2,S6100 $220.00 $2,860.00 5210.00 52,730.00 5280.00 '.171.5(1; Semry(iml.ya 3 Cal R &11 EACH 121 -120.00 5,040.110 5306.00 S3,672.Ori, 5315.00 $3,78200 $330.00 53.96000 S 230.00 52,760.00 5320.00 S3,840.00� S330-OD 17171 543 Shadblow Sen 8'I1t R < fACH S I 220.00 1,7611,001 5224 0 51,792.631 5231,00 81,848.00 5242.(VI S1.916,(10 $240.00 51,920.00 5239.00 SL,&40.6) 5200.00 1;5 "ILSU3 Pink Spire Crab 2.5 "('.a1 It &R LACl1 61 250, (n) 1, 56).OD1 52(i4 .(y) 51.224.001 $210. $1,260.07 S'_2U.(14) SIJIM 00 1220.00 51,320.00 $210.00 S1.260.6)! S?.00m j 1 mp<,irvFence LIN R2 300; 2.07 I 600.001 SI2) S31SOj) 52.00 56000 53.50 SI1)50.0(1 $6.00 51,800.00 S3.00 5900.09` S310 2511.501 Bale Check - EACH 2501 6.00 1,590 (A) 55.00 52,06).00 59.40 $2,350.(1) $8. S!1 5 ?,206.00 55.70 51,425.00 56.30 51,575.00. SSAO ' 2571 502 Silt Fence, Tyyc Ilcary Duly LIN FT 3811)1 3.21 12,350.00 i $2.10 57,980.00 72.65 510,070.00 $2.10 }.9,500.0(1! 52.50 59,500.00 52.20 58,360.00 52.30 SIS.S(il Seeding ACRE 2.21 1,500.00 3.300(ki $625.00 51,3 75.tXJ 5683.CR $1,502.611 5715.0X1 51,573.00 5275.0D 5605.00 51,200.00 $2,64000 $660.00 j2S75.502 Sced Mixtnre 200 PUUN 110 6.SO 715.00 57.75 5852.50 58.40 $924,00 $8$B [968.00 $7.6S 5841.50 $12.00 51,320.00 $8.40 7S75.50S Sodding'IyTeLawn SQ YD 5148 2.00 10,296.001 $170 58,751.60 $1.45 $7,464.60 51.52 57,824.96 51.55 57,979.40 51.80 S9,266.40 SI.43 2 575.505 Sodding TSpe Salt Resistant SQ YI) 2732 2.00 5,464.001 SLSS 55,054.20 51.45 S3,9161.40 51.52 S4,152,(A $3.30 $9,015.60 $2.10 $5,737.20 $1.55 ?575.511 Iulch iaterallype7B TON 3.8 200.00 160.00 5245.00 $931.00 $263.00 $919.40 $271.00 31,045.00 5655.00 52489.00 51,000.00 53,800.00 5260.00 2575 531 Conunercial Fort A, aksis 6 -24 -24 TON 0.8 300.00 240.00 $450.00 5360.00 5475.00 5380.00 $495.00 5396.00 5600.00 S480.U0 5400.00 5320.00 4465,00 1 5768,019.40 _ S760,141.76I $768,412.61 5791,96111 `..__ $828,796. - 5846,513.86 -- L- -- Itidd- additi,m 79:,999.26 768,412.61 55750.(10 51,475.00 r 58,925.00 51,764.00 rn $945.00 fp 5184.80 cn $930.24 $ 299.30 ~ w 518,081.96 ut $58,627.35 1 Ur $3,200.001 526,500.00 $41,400.00 51,596.00 $8,600.00 52,436.00 $665.00 5665.00 5665.00 $174.00 53,450.00 ! 5275.00 $55,000.00 51,968.001 89,117'.0'3 $8,382.00 S2,790.00! 51,120.631 56,200 00 53,6-10 00 1 1 $3,960.001 S 1,600.-40 S1,200.00; 5930 00 42,loo.x 1 58,740.001 S1,452.DO 592400 57,361.6( 44,234.60' 5988.00 S372.D0 'T3 iY t7> r ry w W tV t7) r 00 0 tz y O Y Cn t7 S8G9,98(.78 790903.41 827,83631 846,51;.86 869,155.18 C) O ,A O O 4-. 12/16/96 13:52 FAX 612 332 6180 BARTON- ASCHMAN PARSONS Barton - Aschman Associates, Inc. • A Unit of Parsons Transportation Group Inc. I 1 I Tr rd Avenue South, Suite 350 • Minneapolis, Minnesota 55401 USA • (612) 332 -0421 • Fax (612; 3:2 -6180 December 16, 1996 Mr. Charles Folch Director of Public Works City of Chanhassen 690 Coulter Drive PO Box 147 Chanhassen, MN 55317 Re: City Project 95 -21, Arboretum Boulevard Bid Award Recommendation Dear Mr. Folch: Barton- Aschman has reviewed the bids submitted by six contractors for construction of Arboretum Boulevard. Contractors submitted competitive bids for the project and the low bid was near that of the engineers estimate. All the contractors are of good reputation and have the capability to complete the project as desired. The proposal from S.M. Hentges omitted a unit price for Item 2104.501, Remove Concrete Box Culvert. Their total bottom line cost exceeded the low bid of Northwest Asphalt, Inc. by $25,586.65; their extended costs add up to $760,141.76 or $8,270.85 below Northwest Asphalt. However, according to Mn/DOT Specification 1207 Irregular Proposals (4), the bid from S.M. Hentges will be rejected. Barton- Aschman hereby recommends the bid for Chanhassen City Project 95 -21 be awarded to Northwest Asphalt, Inc. in the amount of $768,412.61. Sincerely, James C. Knutson, P.E. Senior Associate JCK:kro 14614.JCK r 7 n 4�7 Ar E� �y 1