5. Upgrade of Audubon from Soo Lien to Lyman J CITY c 3--
____.
-III CHANHASSEN
I
,ik. ,.
I *No,
690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
(612) 937-1900 • FAX (612) 937-5739
IMEMORANDUM
TO: Don Ashworth, City Manager
IFROM: Gary Warren , City Engineer ;t`
DATE: July 18 , 1990
ISUBJ: Award of Bids , Upgrade of Audubon Road from
Soo Line Railroad to Lyman Boulevard
IImprovement Project No. 89-18
I As summarized in the attached July 12, 1990 correspondence, bids
were received for the Audubon Road South Upgrade Project on
July 9, 1990 . Four responsive bids were received as noted. The
attached abstract of bids provides a breakdown of the bids and
1 the alternates.
As requested by the City Council, two alternates were bid with —
I the project. Alternate No. 1 deleted the bituminous paving of
the trail from the project scope although grading for the trail
was still included in the bid. Alternate No. 2 deleted the
1 sidewalk trail completely from the project scope. The base bid j
which the award would be based on includes construction of the
trail on the east side of the project as shown on the approved
plans.
IThe low bid was received from Imperial Developers, Inc. in the
amount of $617,684 .52 . This is considerably lower than the other
I bidders and slightly above ($18 ,840 or 3%) the engineering
estimate on this project. As shown on page 5 of the abstract,
the deduct for Alternate No. 1 is $45 ,742 .50 and the deduct for
I Alternate No. 2 is $84,854.50 . Therefore, if the Council would
decide to accept the base bid with Alternate No. 1, i.e. delete
trail paving only, the contract award would be $571,942 .02. If
the base bid with Alternate No. 2 is accepted, i.e. delete trail
' completely, the award would be in the amount of $532 ,830. 02.
Without the trail and trail grading there is also a potential
$12 ,463 savings since it appears that the block retaining wall
Iincluded in the base bid would not need to be built.
Imperial Developers recently completed the Audubon Road
improvements lying north of the railroad tracks. They are also
Ithe contractor on the Lake Ann Park expansion project and the
II
I1
11 Don Ashworth
July 18 , 1990
1 Page2
Kerber Boulevard improvement project completed in 1989 . The
scope of work is within their capabilities and staff is satisfied
that a competitive bid has been received. It is therefore
recommended that the Audubon Road South Upgrade Improvement
Project No. 89-18 be awarded to Imperial Developers , Inc. The
City Council needs to decide whether to accept the base bid,
Alternate No. 1 or Alternate No. 2 at this time. The award is
further conditioned on the City obtaining the necessary easements
for construction of the project.
ktm
' Attachments: 1. July 12 , 1990 correspondence from HNTB.
2 . Abstract of bids .
3 . Barinsky plan view and cross-section.
1 c: Chet Harrison, HNTB
Manager 's Comments: The City Council asked the Park and
Recreation Commission to review and revise the trail plan. The
' first work session was recently held where general consensus
appeared to be achieved as to what should be included in that
plan. Audubon Road will be an integral part of that plan. •
Sidewalks currently exist within the downtown area branching out
to Frontier Trail and Lake Ann Park. Sidewalks exist (are being
constructed) on the north frontage road and Lake Drive allowing
pedestrian movement from Dell Road to County Road 17. Market
' Boulevard has sidewalk and trail providing access from the
downtown to Rosemount/Lake Susan Park. Under consideration this
evening is the County Road 17 project which would include a
' sidewalk from West 78th Street to Lake Drive. The 1991 HRA
budget is anticipated to include a sidewalk along Park Drive and
Park Road. The plans for Highway 5 call for a sidewalk on the
north side of Highway 5 through all of Chanhassen. The
cumulative effects of all the sidewalk construction noted above
is (will be) to create sidewalks on all of our major corridors
leading from residential areas into the downtown, business park
and park areas . Construction of Highway 101 and County Road 17
(north of Highway 5 ) as well as some form of trailway to Chaska
will virtually complete most of the major sidewalk/trail links
' within the community [NOTE: Sidewalk is currently envisioned as
part of the Minnewashta State-Aid project currently scheduled for
1991] .
' The link to the Chaska school systems/community center will not
occur overnight. A major component of this has been completed by
the construction of Engler Road and the widening of County Road
17 to the top of the hill in Chaska. It is envisioned that
future widening projects will continue to include a trail system
leading to Chanhassen. Our City ' s ability to connect into this
I
* I
Don Ashworth
July 18 , 1990
Page 3 i
is limited to Highway 101 , County Road 17 and Audubon Road.
Highway 101 construction would best be coordinated with the
Highway 212 project - such being several years into the future.
County Road 17 widening is necessary now, but funds are not in
place and are not anticipated within the near future. This
leaves only Audubon Road as the logical location - a choice which
also interconnects with Park Drive, Lake Drive and Heron Drive.
Each of these touchdowns lead back into our business park, major
parks and downtown.
Residents along Audubon Road have a reasonable position in
stating that the trail should not be built because it currently
does not connect to anything. Although this office would agree
with that position, the interconnections are literally in the
process of currently being constructed and/or should be completed
in the next two to four years . In light of these points, this
office supports Alternative No. 1 . This alternative insures that
a future Council is not faced with the problems that we will face
in attempting to construct a trail along Highway 101 , i.e. there
is virtually no location left for a walkway and the grades are
such that the cost of that project may very well be prohibitive.
By contrast, Alternative No. 1 assures that the grades are in
place and that the future cost is minimal when the true
interconnects do exist.
Approval of accepting the low bid, including Alternative No. 1 is
recommended.
1
•1
• HNTB HOWARD NEEDLES TAMMEN&BERGENDOFF 6700 France
ARCHITECTS ENGINEERS PLANNERS Avenue South
Suite 260
July 12, 1990 Minneapolis,Minnesota
55435
(612)9204666
Il Mr. Gary G. Warren, P.E.
City Engineer
City of Chanhassen I 690 Coulter Drive
P.O. Box 147
Chanhassen, Minnesota 55317 ;;QTY OF CHANHASSEN
IRE: Abstract of Bids
Audubon Road South - Upgrade
ICity Project No. 89-18
Dear Mr. Warren:
IBids for the above referenced project were received from four contractors on July 9, 1990.
We have evaluated the bids and it appears the order of contractors are as follows:
1. Imperial Developers, Inc. $617,684.52
2. Progressive Contractors, Inc. $708,149.39
I 3. Hardrives, Inc. $756,775.40
4. William Mueller & Sons $816,928.95
I The attached Abstract of Bids provides a breakdown of the bids and alternate bids from
each contractor.
IWe recommend award of the contract to the lowest bidder, Imperial Developers, Inc.
Please contact us if you have any questions.
ISincerely,
IHOWARD/} '/ /�NEEDLES TAMMEN & BERGENDOFF Zee,...10....,
I Harald P. Eriksen
iv-,PrT'lr7fp
Project Manager �' `''''R!
I HPE/mst JUL 131990
Attachment ENGINEERING DEPT.
IWP/13E31/JuEy12- tr
I • aeries T Hennegen PE.Denial J Splgs,PE,John L.Cotton PE,Francis X.Hell PE,Robert S Coma PE,Donald A.Dupies PE,William Love FAIA,
Robert O-Miner PE.James L.Tuttle.Jr PE.Hugh S.Schell PE,Cary C Goodman Alt,Gordon H.Slaney.Jr PE.Harvey K.Hammond.Jr PE.Stephen G.Goddard PE.
John W Wign,Jr PE,Richard C.Beckman PE.Richard L.F.rnan AIA,Oouglaa E Prescott.PE
AMSsi.sas Kendall T.Lincoln CPA,Roberts W.Smithem PE,Harry D.Sortpsse PE,Ralph E.Robison PE.Stanley I.Mast PE.Robert W.Anzio PE.Welter Sharko PE.
James O Ruesen PE.Roes L.Jensen AIA,Frank T.Lamm PE,H.Jerome Butler PE.Bleiee M.Carrier..PE.Michael P Ingerdie PE,Bernard L.Prince PE.Stephen B Gumn PE.
Saul A Jacob.PE.Ewing H.Miller FAIA,Douglas C.Myhre PE,Carl J.Mallets PE.Daniel F Becker PE,Donald P Kauth PE,Ronald L Hertje PE.Robert W.Luscombe PE,
I
Tnomas L Wimams AIA.Dennis E.Conklin PE.John E.Kupke PE,Rodney P Petits PE,Steven M.Reis.ALA.Robert A.Leick PE,Glenn D.Seduleky PE.Benjamin A.Wheeler PE.
Roger S.Austin PE,John D.Brother.PE,Charles L O'Reilly.Jr PE,Robert M.Sloan PE.Douglas A.Boyd AIA.Raymond J.McCabe PE.Thomas A Skinner PE.
Pau,A Yaroas,PE
Offices Alexandria.VA.Atlanta.GA.Baton Rouge.LA.Boston.MA.Charleston,WV Chicago,IL,Cleveland,OH,Concord.CA.Dallas.TX.Denver CO.Fairfield.NJ.
Hartford.CT Houston.TX.Indianapolis,IN.Irvine,CA.Kenees City,MO.Louisville,KY,Lexington,MA,Los Angeles,CA.Miami,FL.Milwaukee,WI.Minneapolis.MN,
New York,NY,Orlando.FL.Overland Park,KS.Philadelphia.PA.Phoenix,AZ.Raleigh.NC.Seattle.WA.Tamp..FL,Tulsa.OK,Wilmington.DE
AUDUBON ROAD SOUTH UPGRADE CITY OF CHANHASSEN 12-Jul-10 -
IMPROVEMENT PROJECT NO. 89-18 HNTB
ABSTRACT OF BIDS Summary on Page 5
PROGRESSIVE
REM NO. TOTAL ENGINEERS ESTIMATE IMPERUIL DEVELOPERS CONTRACTORS INC HARDRIVES INC. V.U.MUELLER 8 SONS
_____Mn/DOT NO. ITEM DESCRIPTION 1 UNIT QUANTITY UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT
SCHEDULE•A'-STREET CONSTRICTION
1/ MOBILIZATION LUMP SUM 1 $18,000.00 $18,000.00 $12,000.00 $12,000.00 $30,000.00 $30,000.00 $20,000.00 $20,000.00 $26,000.00 $25,000.00
2021.601
2/ CLEARING TREE 39 $40.00 51.660.00 875.00 $2,925.00 880.00 $3,120.00 $60.00 $2,340.00 $200.00 37,800.00
2101.502
3/ GRUBBING TREE 39 *40.00 $1,560.00 $25.00 $975.00 $20.00 $780.00 *30.00 31,170.00 $200.00 $7,800.00
2101.607
4/ REMOVE METAL CULVERT UN FT 238 $4.00 $962.00 $10.00 $2,380.00 $6.00 $1,190.00 $5.00 $1,190.00 $7.00 $1,086.00
2104.601
SI REMOVE CURB AND GUTTER LIN FT 30 $2.60 $75.00 $3.00 $90.00 $2.50 $75.00 $5.00 $160.00 33.00 $90.00
2104.501
6/ SAWING BITUMINOUS LIN FT 100 $3.00 $300.00 $3.00 $300.00 $4.00 $400.00 $2.00 $200.00 $2.50 5260.00
2104.513 PAVEMENT
71 COMMON EXCAVATION CU VD 11,304 $2.25 326,434.00 $1.18 $13,338.72 $2.60 $28,260.00 $5.00 $66,520.00 $4.50 $50,888.00
2106.501
9/ COMMON BORROW(LV) CU YD 13,852 $2.00 $27,704.00 $3.80 $52,637.80 $4.05 $66,100.80 $6.00 $69.260.00 $7.10 $98,349.20
210E623
M TOPSOIL BORROW(LV) CU YD 100 37.00 $700.00 $8.00 $800.00 $9.00 $900.00 $6.00 $800.00 $15.00 $1,500.00
2105.525
10/ SUBGRADE PREPARATION ROAD STA. 52 $120.00 $6,240.00 $80.00 $4,160.00 $160.00 $7,800.00 $75.00 $3.900.00 $96.00 $4,940.00
2112.501
10N GEOTEXTILE ON BUBGRADE SO VD 10,544 $0.90 $9,489.90 $0.86 $8,962.40 $2.10 $22,142.40 $1.00 $10,544.00 $0.96 $10,016.80
10B/ WATER (M)GAL 500 $12.00 96.000.00 $7.00 $3,500.00 $15.00 $7,600.00 $10.00 $5,000.00 $15.00 $7,600.00
2130.501
11/ AGGREGATE BASE PLACED, CU YD 3,560 $8.00 $28,480.00 $13.00 $46,280.00 $13.20 $46,992.00 $13.00 $46,280.00 $13.26 $47,170.00
2211.603 CLASS 6
121 AGGREGATE SHOULDERING CU YD 1,127 $9.00 $10,143.00 $13.00 914,651.00 $15.00 $18,905.00 $13.00 $14,661.00 $15.00 $16,905.00
2221.503 PLACED,CLASS 2
13/ TYPE 41 WEARING COURSE TON 3,047 $23.00 $70,081.00 $20.00 $60,940.00 $19.42 $69,172.74 $20.00 $80,940.00 $19.96 $80,787.65
2331.506 MIXTURE
141 TYPE 41 BINDER COURSE TON 1,321 $22.00 $29.082.00 $19.60 $25,759.50 $18.83 $24,874.43 $19.60 926,769.50 $19.96 $26,353.96
2331.510 MIXTURE
15/ TVPE31 BASE COURSE TON 2,113 $20.00 944260.00 $18.60 $39,301.80 $17.09 $36,111.17 $18.60 939,301.50 $19.46 541,097.86
2331.514 MIXTURE
16/ CRACK REPAIR SPECIAL LIN FT 1,500 93.00 $4,500.00 $1.50 $2,250.00 $1.00 $1,500.00 $1.60 $2,250.00 $2.00 $3,000.00
0331.803
17/ BITUMINOUS MIXTURE TON 200 346.00 99,000.00 548.00 39,000.00 360.00 312,000.00 $48.00 99,600.00 $47.00 $9,400.00
2341.516 FOR PATCHING
16/ BITUMINOUS MATERIAL GALLON 900 $1.00 $900.00 $1.00 $900.00 $0.90 $810.00 $1.00 $900.00 $1.16 $1,036.00
2367.502 FOR TACK COAT
19/ BLOCK RETAINING WALL SO FT 1,133 $10.00 $11,330.00 911.00 $12,463.00 $11.90 $13,482.70 $13.00 $14,729.00 913.00 $14,729.00
0411.003
20/ 12'CM PIPE CULVERT UN FT 56 $12.00 $672.00 $11.00 $616.00 $12.05 $074.80 $19.00 $1,064.00 $17.00 $962.00
2501.611
21/ 19'CM PIPE CULVERT LIN FT 102 310.00 $1,632.00 $14.00 $1,428.00 $16.20 $1,662.40 $22.50 $2,296.00 $20.60 82,091.00
2601.511
MO all ME - MI NM - NM MI Mr _ MN 111111 No - NE = r •
we am EN um mu INN Imi so u E M I MO Mill iii li ii. N lila M
AUDUBON ROAD SOUTH UPGRADE CITY OF CHANHASSEN 12-.1u1-00 a
IMPROVEMENT PROJECT NO. 89-18 HNTB
ABSTRACT OF BIDS Summery on Page 5
PROGRESSIVE
ITEM NO. TOTAL ENGINEERS ESTIMATE IMPERIAL DEVELOPERS CONTRACTORS MC HATDRIVES INC. WM.MUELLER&SONS
Mn/DOT NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT
22/ 24•CM PIPE CULVERT LIN FT 72 $20.00 $1,440.00- $19.00 $1,388.00 $19.30 $1,389.80 $27.50 $1,980.00 $25.00 $1,800.00
2501.611
23/ 36'CM PIPE CULVERT UN FT 80 335.00 $2,800.00 $28.00 $2,080.00 $31.50 $2,520.00 $41.00 $3,280.00 $37.00 $2,900.00
2501.611
24! 12'CM PIPE APRON EACH 4 $86.00 $200.00 $76.00 $300.00 $75.00 $300.00 $215.00 $800.00 $196.00 $780.00
2501.616
26/ 18'CM PIPE APRON EACH a $80.00 $480.00 $110.00 $800.00 $100.00 $000.00 $240.00 $1,440.00 $210.00 $1,250.00
2501.616
240 24'CM PIPE APRON EACH 8 $120.00 $900.00 $125.00 31,000.00 $255.00 $2,040.00 $275.00 $2,200.00 $240.00 $1,920.00
2601.515
27/ 38'CM PIPE APRON EACH 4 3300.00 $1,200.00 $270.00 $1,080.00 $375.00 $1,500.00 8440.00 $1,700.00 5400.00 $1,800.00
2501.516
28/ INSTALL 10'x8'PRECAST LM FT 40 $346.00 $13,800.00 $014.00 $24,660.00 $595.00 $23,800.00 $710.00 $28,400.00 $840.00 $25,800.00
2501.671 CONCRETE BOX CULVERT
2W INSTALL 10'318'PRECAST EACH 2 $4,800.00 $9,200.00 $6,050.00 $10,100.00 $10,800.00 821,000.00 $12,500.00 325,000.00 $11,250.00 $22,500.00
2501.673 CONCRETE BOX APRON
30/ BULKHEADCATTLEPASS L 8. 1 $1,500.00 $1,500.00 $2,100.00 $2,100.00 $2,100.00 $2,100.00 $8,000.00 88,000.00 86,450.00 $6,450.00
0601.802
31/ CARE OF WATER IN L 8. 1 82,500.00 $2,500.00 $1,800.00 $1,800.00 $3,000.00 83,000.00 $0,500.00 $6,600.00 $5,900.00 $6,900.00
0601.802 DRAINAGE DITCH
32! 4•PERFORATED PE UN FT 2,840 $2.00 $5,880.00 $3.25 39,230.00 $6.50 $15,820.00 $8.00 $22,720.00 $6.00 $14,200.00
2502.541 PIPE DRAIN
32N 4•PE PIPE DRAIN LIN FT 200 82.00 $400.00 $4.00 $800.00 $6.00 $1,000.00 $8.00 $1,000.00 $6.00 $1,000.00
2502.641
328/ 4'PC CONC HEN)WALL EACH 2 300.00 $120.00 $75.00 $150.00 3100.00 $200.00 3200.00 $400.00 $100.00 $200.00
2502.801
33/ 4'CONCRETE WALK SD FT 11,860 $1.40 318,310.00 31.66 $18,067.60 $1.40 $18,310.00 $1.80 $18,840.00 $1.56 $18,057.50
2621.501 (INCLUDES 4'SAND BASE)
34/ 2'BITUMINOUS WALK I TRAIL SOFT 32,800 30.75 824,800.00 $0.40 $13,120.00 80.88 $22,304.00 $0.40 $13,120.00 $1.25 $41,000.00
2521.511 TYPE 41 WEARING COURSE
36/ CONCRETE CURB&GUTTER, LIN FT 2,066 $7.40 $19,847.00 $4.40 $11,082.00 $4.35 $11,549.26 $4.50 $11,947.60 $6.00 $15,930.00
2531.501 DESIGN 8618
38/ r CONCRETE DRIVEWAY 9C1 YD 00 $23.00 $1,380.00 $20.00 $1,200.00 $26.00 $1,500.00 $22.00 $1,320.00 $22.00 $1,320.00
2631.507 PAVEMENT
37/ CONCRETE MEDIAN BARRIER UN FT 470 $19.00 $8,930.00 $22.00 $10,340.00 $24.00 $11,280.00 $20.00 80,400.00 $45.00 $21,160.00
0533.003 DESIGN 3333(NEW)
38/ CONCRETE MEDIAN BARRIER UN FT 10 $30.00 $300.00 $26.00 $250.00 $35.00 $350.00 $80.00 8800.00 $46.00 $450.00
0533.003 SPECIAL
38N CONCRETE MEDIAN BARRIER UN FT 10 $33.00 8330.00 121.00 $210.00 $66.00 8060.00 880.00 3600.00 8160.00 11,500.00
0533.803 SPECIAL TAPERED END
3W TRAFFIC BARRIER UN FT 50 $10.00 $600.00 $20.00 $1,000.00 $20.00 $1,000.00 $20.00 $1,000.00 $18.50 $925.00
2664.501 DESIGN 88307
440 TWISTED END TREATMENT EACH / $450.00 $460.00 $75.00 $76.00 $850.00 $850.00 $825.00 $826.00 $750.00 $750.00
2664.623
411 WIRE FENCE DESIGN LIN FT 170 $7.00 $1,190.00 112.00 $2,040.00 $14.00 $2,380.00 $10.00 $1,700.00 $12.00 $2,040.00
2667.501 32-9322
41N WIRE FENCE DESIGN LM FT 114 38.00 1912.00 $15.00 $1,710.00 $14.00 $1,696.00 $12.00 $1,388.00 $12.00 $1,338.00
2557.501 48-9322
.4101 TYPE 3 BARRICADE WITH WDAY 240 $1.00 8240.00 $3.00 3720.00 $1.76 $420.00 $3.00 $720.00 $6.00 $1,440.00
•
2583.802 TYPE•C•SIGN
Pegs
AUDUBON ROAD SOUTH UPGRADE CITY OF CHANHASSEN 12-Jul-00
IMPROVEMENT PROJECT NO. 89-18 HNTB
ABSTRACT OF BIDS Summary on Page 5
PROGRESSIVE
ITEM NO. TOTAL ENGINEERS ESTIMATE IMPERIAL DEVELOPERS CONTRACTORS INC HARDRIVES INC. WM.MUELLER 8 SONS
Mn/DOT NO. ITEM DESCRIPTION UNIT _QUANTITY UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT
42/ 4'SOLID LINE WHITE- LIN FT 2,000 $0.06 $100.00 $0.17 $340.00 $0.20 $400.00 $0.25 $500.00 $0.17 $340.00
0564.603 PAINT ,
43/ 4'BROKEN LINE WHITE- LIN FT 600 $0.05 $25.00 $0.17 $85.00 $0.20 $100.00 $0.25 $125.00 $0.17 $86.00
0564.903 PAINT
44/ 4'BROKEN LINE YELLOW- LIN FT 1,000 90.10 $100.00 $0.17 $170.00 $0.20 $200.00 90.26 $250.00 90.17 9170.00
0664.903 PAINT
45/ 4'DOUBLE SOLID LINE LIN FT 4,000 $0.10 $400.00 $0.34 $1,380.00 $0.36 $1,400.00 $0.50 $2,000.00 $0.34 $1,360.00
0664.603 YELLOW-PAINT
481 PINE,RED 16' TREE 15 9600.00 $9,600.00 $425.00 $8,800.00 $325.00 $5,200.00 $560.00 $6,500.00 $600.00 $8,000.00
2671.601
47/ BALE CHECK EACH 40 $6.50 $220.00 $10.00 $400.00 $10.00 $400.00 $6.00 $200.00 910.00 $400.00
2673.501
481 SILT FENCE LIN FT 4,700 $1.50 $7,060.00 $1.60 $7,050.00 $2.50 $11,750.00 $2.00 $9,400.00 $2.25 $10,575.00
2673.503
49/ SEEDING ACRE 6 975.00 9375.00 $110.00 $660.00 $160.00 9760.00 9166.00 $626.00 9160.00 $760.00
2575.501
60/ SEED,MIXTURE 500 POUND 260 $3.00 $750.00 $3.00 $750.00 $3.50 $876.00 93.90 9076.00 93.60 3876.00
2575.602
51/ SODDING TYPE LAWN SO YD 11,400 $1.26 $14,260.00 $1.60 $17,100.00 $1.45 $16,530.00 $1.80 $18,240.00 $1.46 $16,630.00
2675.505
62/ MULCH MATETIAL,TYPE I TON 10.0 $100.00 $1,000.00 9116.00 $1,160.00 9125.00 $1,250.00 $140.00 $1,400.00 $125.00 $1,250.00
2575.511
63/ DISC ANCHORING ACRE 6.0 330.00 $160.00 $40.00 $200.00 $76.00 9375.00 $96.00 $425.00 $75.00 $376.00
2676.619
54/ WOOD FIBERBLANKET 90YD 1,700 $1.30 $2,210.00 91.27 $2,150.00 $1.25 $2,126.00 $1.40 $2,380.00 $1.26 $2,125.00
2676.523
65/ COMMERCIAL FERTILIZER, POUND 2,250 30.60 $1,126.00 $0.30 $675.00 *0.25 3662.50 $0.30 9675.00 $0.26 $582.50
2675.532 ANALYSIS 10-10-10
SUBTOTAL SCHEDULE'A*-STREET CONSTRUCTION
BID ITEMS 1-66 *458,558.60 $470,879.62 $660,219.50 $668,410.60 $673,790.45
SCHEDULE'B'-SANITARY SEWER
1/ 6'PVC SEWER,SCR 26 LIN FT 60 $18.00 $900.00 $30.00 $1,500.00 946.75 $2,267.60 $24.00 $1,200.00 $21.80 $1,090.00
22'TO 24'DEEP
2/ 10'PVC SEWER,80526 LIN FT 340 $18.00 $8,120.00 $23.00 97,820.00 $22.15 $7,631.00 $26.00 $8,840.00 $23.50 $7,990.00
16'TO 18'DEEP
31 10'PVC SEWER,805 28 LIN FT 200 920.00 94,000.00 926.00 96,200.00 $24.00 $4,600.00 $28.00 96,200.00 $23.50 $4,700.00
18'TO 20'DEEP
4/ 10'PVC SEWER,805 26 LIN FT 123 $22.00 $2,706.00 $28.00 $3,444.00 $26.00 $3,196.00 $26.00 93,196.00 $23.60 $2,890.50
20'TO 22'DEEP
6/ 10'PVC SEWER,80526 LIN FT 110 $24.00 $2,640.00 $32.00 93,520.00 $26.00 93,080.00 928.00 92,880.00 $23.50 $2,586.00
22'TO 24'DEEP
6/ 16'PVC SEWER 80528 LIN FT 110 925.00 92,750.00 938.00 *4,180.00 *50.20 *5,622.00 940.00 94,400.00 936.00 93,980.00
22'TO 24'DEEP
7/ CONSTRUCT SANITARY MAN- UN FT 76 9160.00 311,700.00 $128.00 $9,964.00 $125.00 $9,750.00 $100.00 $7,800.00 991.00 97,098.00
2608.606 HOLES,CHANHASSEN STANDARD
61 CASTING ASSEMBLIES EACH 4 9275.00 91,100.00 $250.00 $1,000.00 $180.00 *720.00 9470.00 $1,880.00 $420.00 $1,680.00
2506.516
SUBTOTAL SCHEDULE'B'-SANITARY SEWER
BID ITEMS 1-8 531,916.00,' $36,648.00 $36,888.60 536,376.00 $31,993.60
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AUDUBON ROAD SOUTH UPGRADE CITY OF CHANHASSEN 12-Ju1-go
IMPROVEMENT PROJECT NO. 89-18 HNTB
ABSTRACT OF BIDS Summary on page 5
PROGRESSIVE -• ITEM NO. - TOTAL ENGINEERS ESTIMATE IMPERIAL DEVELOPERS CONTRA rolul INC HARDR VES MC. v 4.MUELLER&SONS
MnIDOT NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT
SCHEDULE•E•-LIGHTING
/1 LIGHTING UNITS,26'M.H. EACH 7 $1,000.00 $7,000.00 $1,300.00 $9,100.00 $1,300.00 $9,100.00 $1,430.00 $10,010.00 (1) $0.00
2646.511 260W HPS LUMINAIRE
/2 FOUNDATIONS EACH 7 $300.00 $2,100.00 $430.00 $3,010.00 $430.00 $3,010.00 $475.00 $3,326.00 (1) $0.00
2645.615
/3 1'RIGID STEEL CONDUIT LIN FT 280 $6.00 $1,400.00 $3.00 $840.00 $3.00 $840.00 $3.30 $924.00 (1) 10.00
2645.521
l4 2'RIGID STEEL CONDUIT LIN FT 100 $8.00 $800.00 $7.76 $775.00 $7.76 $775.00 $8.60 $850.00 (1) $0.00
2645.621
l6 1•PVC CONDUIT UN FT 5,000 $1.90 $9,500.00 $1.00 $5:000.00 $1.00 $6,000.00 $1.10 $6,500.00 (1) $0.00
2645.523
el UNDERGROUND ELECTRIC UN FT 6,900 $0.46 $3,106.00 $1.06 $7,246.00 $1.06 $7,246.00 $1.16 $8,004.00 (I) $0.00
2646.631 CABLE#8 AWG
71 SERVICE CONDUCTORS UN FT 240 10.50 $120.00 $1.35 $324.00 $1.36 $324.00 $1.60 1380.00 (1) $0.00
2546.631 M8 AVM
SI LIGHTING CONTROLLER EACH 1 $900.00 $900.00 $1,360.00 $1,350.00 $1,350.00 $1,360.00 $1,500.00 $1,600.00 (1) 10.00
2646.641
9/ JUNCTION BOX EACH 2 $300.00 $800.00 $270.00 $540.00 $270.00 $640.00 $300.00 1600.00 (1) $0.00
2646.553
SUBTOTAL SCHEDULE•E•-LIGHTING
BID ITEMS 1-9 $25,326.00 $28,184.00 $28,184.00 $31,073.00 $0.00
SUMMARY
SUBTOTAL SCHEDULE•A•-STREET CONSTRUCTION $468,668.80 $470,879.52 1680,219.50 $699,419.80 $873,790.45
SUBTOTAL SCHEDULE•B• SANITARY SEWER 131,916.00 $38,848.00 $36,888.60 $36,378.00 $31,993.50
SUBTOTAL SCHEDULE•C•-STORM SEWER $26,403.00 $23,539.00 $22,756.00 $24,884.00 $22,168.50
SUBTOTAL SCHEDULE•D•-WATERMAIN $67,642.00 $66,843.00 $60,101.40 $67,220.60 $80,796.50
SUBTOTAL SCHEDULE•E•-LIGHTING $26,325.00 $28.184.00 $28,184.00 $31,073.00 (2) $28,184.00
SCHEDULES•A•,•B•,•C•,•D',AND•E• TOTAL $698,844.60 $708,149.39 $758,776.40 $816,926.96
ALTERNATE 1 DEDUCT $53,010.00 $46,742.50 $55,784.00 $46,536.00 $86,535.00
ALTERNATE 2 DEDUCT $73,770.00 $84,864.60 $98,994.00 $97,216.00 $155,565.00
. t (1) UNIT COSTS NOT PROVIDED WITH BID.
(2) AMOUNT($28,194.00)PROVIDED WITH BID. `
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AUDUBON ROAD SOUTH UPGRADE CITY OF CHANHASSEN 12-Jul-00
IMPROVEMENT PROJECT NO. 89-18 • HNTB
ABSTRACT OF BIDS
Summary on Pegs 5
PROGRESSIVE
ITEM NO. 1 TOTAL ENGINEERS ESTIMATE IMPERIAL DEVELOPERS AN
CONTRACTORS C HAREIIVEB INC. WM.MUELLER$SONS
MNDOT NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT UNIT COST UNIT COST AMOUNT UNIT COST AMOUNT UNIT COST AMOUNT
AU. SCHEDULES MINUS ALTERNATE 1 $545,834.80 $571,942.02 $852,386.39 $710,240.40 $730,393.95
ALL SCHEDULES MINUS ALTERNATE 2 $525,074.80 $532,830.02 $811,156.39 $869,580.40 $081,373.96
DETAIL OF DEDUCT ALTERNATE 1:
11/ AGGREGATE BASE PLACED. CU YD 50 $8.00 $400.00 $13.00 $850.00 $13.20 $880.00 $13.00 $650.00 $13.25 $882.60
2211.503 CLASS 6
33/ 4'CONCRETE WALK SOFT 11,850 $1.40 $18,310.00 $1.66 $18,067.50 $1.40 $18,310.00 $1.80 $18,840.00 $1.66 $15,057.50
2621.601 (INCLUDES 4•SAND BASE)
34/ r BITUMINOUS WALK/TRAIL SO FT 32,800 $0.75 $24,800.00 $0.40 $13,120.00 $0.88 $22,304.00 $0.40 $13,120.00 $1.25 $41,000.00
2621.611 TYPE 41 WEARING COURSE
37/ CONCRETE MEDIAN BARRIER UN FT 470 $19.00 $8,930.00 $22.00 $10,340.00 $24.00 $11,280.00 $20.00 $9,400.00 $45.00 $21,160.00
0633.803 DESIGN 8333(NMI)
38/ CONCRETE MEDIAN BARRIER LIN FT 10 $30.00 $300.00 $25.00 $260.00 $35.00 $360.00 $80.00 $800.00 $46.00 $460.00
0533.003 SPECIAL
38N CONCRETE MEDIAN BARRIER UN FT 10 $33.00 $330.00 $21.00 $210.00 $85.00 $860.00 $80.00 $800.00 $160.00 $1,600.00
0633.803 SPECIAL,TAPERED END
3W TRAFFIC BARRIER LIN FT 60 $10.00 $500.00 $20.00 $1,000.00 $20.00 $1,000.00 $20.00 $1,000.00 $18.50 $925.00
2664.601 DESIGN 88307
40/ TVNBTED END TREATMENT EACH 1 $460.00 $450.00 876.00 $75.00 $850.00 $850.00 $825.00 $826.00 $760.00 $750.00
2564.623
41/ WIRE FENCE DESIGN UN FT 170 $7.00 $1.190.00 $12.00 $2,040.00 $14.00 $2,380.00 $10.00 $1,700.00 $12.00 $2,040.00
2567.601 32-9322
TOTAL DEDUCT ALTERNATE 1 $53,010.00 $45,742.50 $56,784.00 $48,635.00 $86,536.00
DETAIL OF DEDUCT ALTERNATE 2:
TOTAL DEDUCT ALTERNATE 1 $53,010.00 $45,742.60 $56,784.00 $48,535.00 $88,536.00
W COMMON BOR ROW(LV) CU YD 9,000 $2.00 $18,000.00 $3.80 $34,200.00 $4.05 638,450.00 $6.00 $46,000.00 $7.10 $63,900.00
2105.623
26/ INSTALL 10'x$'PRECAST UN FT 8 $345.00 $2.780.00 $014.00 $4,912.00 $595.00 $4,780.00 $710.00 $5,880.00 $840.00 $5,120.00
2501.571 CONCRETE BOX CULVERT
TOTAL DEDUCT ALTERNATE 2 $73,770.00 $84,854.50 $98,994.00 $97,215.00 $156,565.00
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