HomeMy WebLinkAbout2016-06-01 PACKET 10.C. Cottage
J Grove
��er� Pride and Qro�P�rity Me�t
C I ty C O U n C I I BID awalzDs
Acfion Request Form 1 �.c.
Meeting Date
6/1/2016
Department
Community Development
Title of Request
80th Street Quadrant Project Bid Award
Staff Recommendation
Adopt Resolution No. 2016-116 awarding the 80th Street Quadrant Project to Pember
Companies, Inc. in the amount of $808,949.95, which includes Bid Alternate No. 1 (Base
Bid of $660,228.45 and Bid Alternate No. 1 of $148,721.50).
ATTACH MENTS:
Description Type Upload Date
Council Memo Cover Memo 5/27/2016
Letter of Recommendation and Bid Tabulations Backup Material 5/27/2016
Alternate Exhibit Exhibit 5/27/2016
Resolution Resolution 5/27/2016
Cottage
J Grove
�here Pride and pCOSPerity Meet
To: Honorable Mayor and City Council
Charlene Stevens, City Administrator
From: Ryan Burfeind, PE, Project Engineer
Date: May 27, 2016
Re: 80th Street Quadrant — Bid Award & Alternate
Backqround
Bids for the 80th Street Quadrant Project were received on Thursday, May 26, 2016. There
were a total of four bids received, with the low bid submitted by Pember Companies, Inc. in the
amount of $660,228.45. This compares to the engineer's estimate of $496,612. The project
also included a bid alternate, which Pember Companies submitted a bid in the amount of
$148,721.50. The engineer's estimate for the bid alternate was $125,000. The attached bid
award letter and bid tab from WSB & Associates provides further details on the bids received.
Discussion
The bid alternate included nine pairs of stone columns with decorative fence, which would be
located adjacent to the right-of-way along 80th Street and Hadley Avenue. They include two 3-
foot by 3-foot stone columns with 16.5 feet of decorative fence in between. Attached with this
memo is an exhibit providing further details related to the bid alternate.
Sheet L3.0 highlights the location of the nine column/fence combinations and also includes a
detail of the design. Sheets L3.1 to L3.3 provide a more detailed view of the location of the
nine column/fence combinations on the three corners of the intersection. With a total bid alter-
nate of $148,721.50, this amounts to approximately $16,525 per column/fence combination.
Recommendation
It is recommended the City Council adopt a resolution awarding the 80th Street Quadrant
Project to Pember Companies, Inc. in the amount of $808,949.95, which includes Bid Alternate
No. 1 (Base Bid of $660,228.45 and Bid Alternate No. 1 of $148,721.50).
-
�V�
� 701 Xenia Avenue South
Suite 300
Minneapolis,MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
May 27, 2016
Honorable May and City Council
City of Cottage Grove
12800 Ravine Parkway South
Cottage Grove, MN 55016
Re: Bid Results
80t"Street Quadrant Project
WSB Project No. 01766-050
Dear Honorable Mayor and City Council:
Bids were received for the above-referenced project on Thursday, May 26, 2016. There were a total of
four (4) bids submitted, which were opened and read aloud. The bids were checked for mathematical
accuracy and tabulated. The tabulation is attached for your reference and includes corrections to any
mathematical errors. The low bid was submitted by Pember Companies, Inc. in the amount of
$660,228.45.The following is a summary of the bids received:
Contractor: Total Base Bid: Bid Alternate No. 1
1: Pember Companies, Inc. $660,228.45 $148,721.50
2: Fitol Hintz Construction, Inc. $732,787.00 $227,888.00
3: Blackstone Contractors $768,870.00 $148,330.00
4: Peterson Companies $777,777.77 $218,746.00
The low Bidder on the project was approximately 30%higher than the Engineer's Estimate of
$496,612.00. After careful review of the bid tabulations it was determined a large portion of the
additional cost was from three main items. A summary of those items is provided below:
Item Description: En�ineers Estimate: Low Bidder: Difference
1: Bridge Fencing $86,275.00 $128,180.00 $41,905.00
2: Decorative Columns $30,000.00 $83,400.00 $53,400.00
3: Entrance Walls (James Norris $110,000.00 $136,000.00 $26,000.00
Square & Hamlet Park
If the City Council decides to award the Project to the low bidder, Pember Companies, Inc. should be
awarded the Project on the Total Base Bid Amount of$660,228.45. Bid Alternate No. 1 consisted of
nine pairs of stone columns with ornamental fencing adjacent to the road right of way. Should Council
also wish to award the bid alternate, it would not change the low bidder and the Adjusted Total Base Bid
amount would be$808,949.95.
Equal Opportunity Employer
wsbeng.com
K:�ovee-0so�ndm���co�nr��t�o�ndm���ove�oso�ra of aec m2�os-n.doa
01766-050 Bid Results
May 27, 2016
Page 2
If you have any questions, please contact me at (763)-231-4875
Sincerely,
SB&Ass iates, Inc.
�
effrey W. Deitner
Landscape Architect
Attachments:
Bid Tabulation
K:�ovee-0so�ndm���co�nr��t�o�ndm���ove�oso�ra of aec m2�os-n.doa
BID TABULATION
80TH STREET QUADRANT PRO7ECT
WSB PRO7ECT NO. 01766-050
Opening Time: 10:30 a.m. CST
Opening Date: Thursday, May 26, 2016
I hereby certify that this is an exact reproduction of bids received. Landscape Architect: Jeff Deitner, Proj ect Manager Denotes Corrected Figure
City of Cottage Grove
12800 Ravine Parkway S.
Cottage Grove, MN 55016
ESTIMATE Pember Companies, Inc. Fitol Hintz Construction, Inc. Blackstone Contractors Peterson Companies
Base Bid Schedule
No. Item Description Quantity Units Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
GENERAL REMOVALS,EROSION CONTROL AND STTE WORK
1 MOBILIZATION(NOT TO EXCEED 5%OF PROJECT VALUE) 1 LUMP SUM $ 16,000.00 $ 16,000.00 $ 28,900.00 $ 28,900.00 $ 36,000.00 $ 36,000.00 $ 35,000.00 $ 35,000.00 $ 28,062.37 $ 28,062.37
2 ROCK CONSTRUCTION ENTRANCE DRIVE 1 LiJNIP SUM $ 1,500.00 $ 1,500.00 $ 500.00 $ 500.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 2,125.00 $ 2,125.00
3 EROSION CONTROL SILT FENCE(HEAVY DUTY) 1,050 LIN FT $ 2.75 $ 2,887.50 $ 2.40 $ 2,520.00 $ 2.50 $ 2,625.00 $ 6.00 $ 6,300.00 $ 3.75 $ 3,937.50
4 COIR BIOROLL 630 LIN FT $ 4.00 $ 2,520.00 $ 4.50 $ 2,835.00 $ 4.50 $ 2,835.00 $ 6.00 $ 3,780.00 $ 3.00 $ 1,890.00
5 INLET PROTECTION 4 EACH $ 150.00 $ 600.00 $ 100.00 $ 400.00 $ 170.00 $ 680.00 $ 110.00 $ 440.00 $ 135.00 $ 540.00
6 TRAFFIC CONTROL 1 LUMP SUM $ 3,500.00 $ 3,500.00 $ 10,000.00 $ 10,000.00 $ 11,000.00 $ 11,000.00 $ 20,000.00 $ 20,000.00 $ 15,350.00 $ 15,350.00
7 SAW CUT AND REMOVE BITiTNIINOUS TRAIL 1,100 SQ FT. $ 2.50 $ 2,750.00 $ 0.55 $ 605.00 $ 2.25 $ 2,475.00 $ 2.00 $ 2,200.00 $ 0.70 $ 770.00
8 SAW CUT AND REMOVE CONCRETE AND CURB 30 LIN FT $ 4.50 $ 135.00 $ 7.50 $ 225.00 $ 11.00 $ 330.00 $ 20.00 $ 600.00 $ 15.00 $ 450.00
9 SAW CUT AND REMOVE CONCRETE SIDEWALK 1,125 SQ FT. $ 2.50 $ 2,812.50 $ 1.35 $ 1,518.75 $ 3.25 $ 3,656.25 $ 2.00 $ 2,250.00 $ 1.00 $ 1,125.00
10 �MOVE CONCRETE FOOTING AS INDICATED ON PLAN SHEET 1 LUMP SUM $ 1,500.00 $ 1,500.00 $ 320.00 $ 320.00 $ 550.00 $ 550.00 $ 2,500.00 $ 2,500.00 $ 322.00 $ 322.00
L2.0
11 REMOVE CHAINLINK FENCE-COMPLETE 475 LIN FT $ 3.00 $ 1,425.00 $ 9.00 $ 4,275.00 $ 3.50 $ 1,662.50 $ 11.00 $ 5,225.00 $ 8.00 $ 3,800.00
12 REMOVE BRIDGE FENCING-COMPLETE 498 LIN FT $ 4.50 $ 2,241.00 $ 28.40 $ 14,143.20 $ 15.00 $ 7,470.00 $ 22.00 $ 10,956.00 $ 14.25 $ 7,096.50
13 �MOVE RETAINING WALL,LANDSCAPING,CONCRETE 1 LUMP SUM $ 2,500.00 $ 2,500.00 $ 1,500.00 $ 1,500.00 $ 4,550.00 $ 4,550.00 $ 4,000.00 $ 4,000.00 $ 1,210.00 $ 1,210.00
FOOTING AND ABANDON ELECTRICAL SERVICE BY CITY SIGN
14 EARTHWORK/SUBGRADEPREP 1 LUMPSUM $ 35,000.00 $ 35,000.00 $ 32,100.00 $ 32,100.00 $ 31,500.00 $ 31,500.00 $ 55,000.00 $ 55,000.00 $ 103,340.00 $ 103,340.00
UTILITIES
15 ELECTRICAL 1 LtJMP SUM $ 13,500.00 $ 13,500.00 $ 28,300.00 $ 28,300.00 $ 37,250.00 $ 37,250.00 $ 55,000.00 $ 55,000.00 $ 36,480.00 $ 36,480.00
80th Street Quadrant Project
City of Cottage Grove, Minnesota Page- 1 of 3
ESTIMATE Pember Companies, Inc. Fitol Hintz Construction, Inc. Blackstone Contractors Peterson Companies
16 IRRIGATION 1 LiJMP SUM $ 17,500.00 $ 17,500.00 $ 22,800.00 $ 22,800.00 $ 23,000.00 $ 23,000.00 $ 27,350.00 $ 27,350.00 $ 26,032.00 $ 26,032.00
PAVEMENT AND STTE IMPROVEMENTS
17 CONCRETE PAVEMENT-TYPE I 2,560 SQ FT $ 12.50 $ 32,000.00 $ 7.65 $ 19,584.00 $ 10.00 $ 25,600.00 $ 12.35 $ 31,616.00 $ 10.60 $ 27,136.00
18 CONCRETE PAVEMENT-TYPE II 2,080 SQ FT $ 8.50 $ 17,680.00 $ 6.40 $ 13,312.00 $ 9.00 $ 18,720.00 $ 10.00 $ 20,800.00 $ 9.30 $ 19,344.00
19 8"THICK REINFORCED CONCRETE PAD(FOR HISTORIC SIGN) 5 EACH $ 200.00 $ 1,000.00 $ 65.00 $ 325.00 $ 250.00 $ 1,250.00 $ 350.00 $ 1,750.00 $ 393.00 $ 1,965.00
20 JAMES NORRIS SQUARE ENTRANCE WALL WITH SIGNAGE AND 1 LS $ 60,000.00 $ 60,000.00 $ 75,000.00 $ 75,000.00 $ 102,260.00 $ 102,260.00 $ 76,000.00 $ 76,000.00 $ 114,650.00 $ 114,650.00
PRE-CAST CAP
21 AMLET PARK ENTRANCE WALL WITH SIGNAGE AND PRE-CAST 1 LS $ 50,000.00 $ 50,000.00 $ 61,000.00 $ 61,000.00 $ 92,700.00 $ 92,700.00 $ 66,500.00 $ 66,500.00 $ 101,355.00 $ 101,355.00
22 AGGREGATE BASE FOR BITiTNffNOUS TRAIL 167 SQ YD $ 45.00 $ 7,515.00 $ 12.00 $ 2,004.00 $ 9.75 $ 1,628.25 $ 18.00 $ 3,006.00 $ 14.40 $ 2,404.80
23 ORNAMENTAL FENCING 416 LIN FT $ 96.00 $ 39,936.00 $ 155.00 $ 64,480.00 $ 100.00 $ 41,600.00 $ 155.00 $ 64,480.00 $ 105.00 $ 43,680.00
24 BRIDGE FENCING 493 LIN FT $ 175.00 $ 86,275.00 $ 260.00 $ 128,180.00 $ 255.00 $ 125,715.00 $ 242.00 $ 119,306.00 $ 253.00 $ 124,729.00
25 CONCRETE MAINTENANCE STRIP 416 LIN FT $ 20.00 $ 8,320.00 $ 9.50 $ 3,952.00 $ 22.00 $ 9,152.00 $ 30.00 $ 12,480.00 $ 31.60 $ 13,145.60
26 ARCHITECTURAL BRONZE PLAQUE 2 EACH $ 400.00 $ 800.00 $ 1,600.00 $ 3,200.00 $ 715.00 $ 1,430.00 $ 1,500.00 $ 3,000.00 $ 932.00 $ 1,864.00
27 STANDOFF SIGNAGE 4 EACH $ 500.00 $ 2,000.00 $ 875.00 $ 3,500.00 $ 1,500.00 $ 6,000.00 $ 750.00 $ 3,000.00 $ 625.00 $ 2,500.00
28 DECORATIVE METAL COLUMNS 3 EACH $ 10,000.00 $ 30,000.00 $ 27,800.00 $ 83,400.00 $ 24,350.00 $ 73,050.00 $ 26,500.00 $ 79,500.00 $ 11,480.00 $ 34,440.00
29 PEDESTRIANBENCHES 4 EACH $ 1,500.00 $ 6,000.00 $ 1,625.00 $ 6,500.00 $ 1,825.00 $ 7,300.00 $ 1,500.00 $ 6,000.00 $ 1,447.00 $ 5,788.00
30 TRASH RECEPTACLES 2 EACH $ 1,500.00 $ 3,000.00 $ 1,375.00 $ 2,750.00 $ 1,200.00 $ 2,400.00 $ 1,500.00 $ 3,000.00 $ 1,225.00 $ 2,450.00
LANDSCAPE&IRRIGATION
31 SOD 2,800 SQ YD $ 7.00 $ 19,600.00 $ 4.90 $ 13,720.00 $ 9.50 $ 26,600.00 $ 6.00 $ 16,800.00 $ 5.80 $ 16,240.00
32 DECIDUOUS TREE 2.5 INCH CAL B&B 11 EACH $ 450.00 $ 4,950.00 $ 445.00 $ 4,895.00 $ 490.00 $ 5,390.00 $ 450.00 $ 4,950.00 $ 560.00 $ 6,160.00
33 DECIDUOUS TREE 1.5 INCH CAL B&B 4 EACH $ 375.00 $ 1,500.00 $ 315.00 $ 1,260.00 $ 410.00 $ 1,640.00 $ 325.00 $ 1,300.00 $ 490.00 $ 1,960.00
34 DECIDUOUS TREE 6'HT. CLUMP FORM 2 EACH $ 425.00 $ 850.00 $ 315.00 $ 630.00 $ 290.00 $ 580.00 $ 325.00 $ 650.00 $ 345.00 $ 690.00
35 CONIFEROUS TREE 8'FOOT B&B 3 EACH $ 375.00 $ 1,125.00 $ 340.00 $ 1,020.00 $ 435.00 $ 1,305.00 $ 350.00 $ 1,050.00 $ 560.00 $ 1,680.00
36 SHRUB 5 GALLON CONTAINER 38 EACH $ 65.00 $ 2,470.00 $ 78.00 $ 2,964.00 $ 82.50 $ 3,135.00 $ 82.00 $ 3,116.00 $ 67.00 $ 2,546.00
37 PERENNIAL 1 GALLON CONTAINER 320 EACH $ 25.00 $ 8,000.00 $ 15.75 $ 5,040.00 $ 13.20 $ 4,224.00 $ 18.00 $ 5,760.00 $ 23.50 $ 7,520.00
38 SHREDDED HARDWOOD MiJI,CH 50 SQ YD $ 4.50 $ 225.00 $ 78.00 $ 3,900.00 $ 13.00 $ 650.00 $ 75.00 $ 3,750.00 $ 13.50 $ 675.00
39 ROCKMULCH 55 CY $ 75.00 $ 4,125.00 $ 97.00 $ 5,335.00 $ 145.00 $ 7,975.00 $ 100.00 $ 5,500.00 $ 142.00 $ 7,810.00
40 METAL LANDSCAPE EDGING 245 LIN FT. $ 10.00 $ 2,450.00 $ 8.40 $ 2,058.00 $ 17.00 $ 4,165.00 $ 9.00 $ 2,205.00 $ 10.00 $ 2,450.00
80th Street Quadrant Project
City of Cottage Grove, Minnesota Page-2 of 3
ESTIMATE Pember Companies, Inc. Fitol Hintz Construction, Inc. Blackstone Contractors Peterson Companies
41 ANN[JAL PLANTING BED SOILS(12"DEPTH) 35 CY $ 12.00 $ 420.00 $ 36.50 $ 1,277.50 $ 55.00 $ 1,925.00 $ 50.00 $ 1,750.00 $ 59.00 $ 2,065.00
TOTAL BASE BID: $ 496,612.00 $ 660,228.45 $ 732,978.00 $ 768,870.00 $ 777,777.77
Alternate Bid Schedule
No. Item Description Quantity Units
A1 STONE COLUMNS 18 EACH $6,000.00 $ 108,000.00 $6,925.00 $ 124,650.00 $11,675.00 $ 210,150.00 $6,825.00 $ 122,850.00 $10,867.00 $ 195,606.00
A2 ORNAMENTALFENCING 144 LINFT $96.00 $ 13,824.00 $155.50 $ 22,392.00 $100.00 $ 14,400.00 $145.00 $ 20,880.00 $124.00 $ 17,856.00
A3 CONCRETE MAINTENANCE STRIP 150 LIN FT $20.00 $ 3,000.00 $10.80 $ 1,620.00 $22.00 $ 3,300.00 $30.00 $ 4,500.00 $34.50 $ 5,175.00
A4 SELECTGRANULARBORROW CY $23.00 $23.00 $17.00 $17.00 $40.00 $40.00 $58.00 $58.00
AS TOPSOIL BORROW CY $36.50 $36.50 $21.00 $21.00 $60.00 $60.00 $51.00 $51.00
TOTAL ALTERNATE BIDS: $ 124,824.00 $ 148,721.50 $ 227,888.00 $ 148,330.00 $ 218,746.00
END OF BID SCHEDULES
80th Street Quadrant Project
City of Cottage Grove, Minnesota Page-3 of 3
' ' '� ' 80th Street Quadrant - Bid Alternate Exhibit
Decorative stone columns � �'�
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� GENERAL NOTES: LAYOUT NOTES: p�d Alternate Detail � � �
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� DIMENSIONS TAKE PRECEDENCE OVER SCALE.DIMENSIONS ARE TO BACK OF THE LAYOUT INFORMATION PROVIDED ON THESE SHEETS IS FOR BIDDING � O J
w CURB WHERE APPLICABLE,UNLESS STATED OTHERWISE. FIELD VERIFY(FV) PURPOSES AND VERIFICATION OF CRITICAL LAYOUT DIMENSIONS.THE df V
� ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. OWNER/L.A.RESERVES THE RIGHT TO REVISE THE PROJECT LAYOUT TO AVOID D eco rative sto n e co l u m n s with o rn a m e nta l fe n ce �
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,_ U N F O R E S E E N C O N S T R A I N T S,S U C H A S M A T U R E T R E E S,U N F O R E S E E N S O I L y O
' **ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO CONSTRAINTS,ETC.THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL ;
� THE OWNER/L.A.-E.FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING TO THE CONTRACT.CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT L6.3 p ()
v COMPLETED. BASIS FOR UNIT BID ITEMS LISTED ON THE BID FORM. pp O
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DISCREPANfCIOES BESWEEN LOCATIONS SHOWN AS EXISTING CONDITIONS ON REVIV�E�YOR E LAYOUT AND GRADING REQU�IREMENTS.THOE CONTRAOCTOR AND/OR - �--��„'�'"`�F-' � �I �'1 _
� TO AVOID LAYOUT CONFLICTS OR UNCERTAINTIES,THE CONTRACTOR AND L8'3 MAINTENANCE STRIP,
a � SEE DETAIL �
� SURVEYOR SHALL ALSO INITIATE A MEETING WITH THE L.A.-E AT ANY POINT WHEN V 1 _
PLAN SHEETS AND THOSE ACTUALLY MARKED ON THE PROJECT SITE SHALL BE �
° IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LA-E/OWNER. ALL LOCATES QUESTIONS ARISE. STpNE COLLJMN WITH -
� SHALL BE INCIDENTAL TO THE PROJECT. PRECAST STONE CAP,
� FIELD STAKING AND GRADE STAKES SHALL BE REVIEWED AS NECESSARY WITH SEE DETAIL �
��n THE L.A.-E TO ENSURE THAT THE LAYOUT AND GRADING ARE PROPERLY 3
COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND INTERPRETED.
� SITE LIGHTING. 6•
m i
o SUBCUT REQUIREMENTS: TOPSOIL&EARTHWORK REQUIREMENTS:
� GRADES AS SHOWN ARE TO FINISH GRADE. GRADING CONTRACTOR SHALL TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN
o SUBCUT IN ACCORDANCE WITH THE PLANS,DETAILS AND SPECIFICATIONS. PILES NOT EXCEEDING 8 FEET IN DEPTH FOR RESPREAD. NOTE:LOCATION OF �— �•�•—�� � ?��
o STOCKPILE SHALL BE DETERMINED BY THE OWNER/LA-E IN THE FIELD. I � L` �� �� � ' '-'—'
a SPOT GRADES sc DRAINAGE REQUIREMENTS: STOCKPILEAREAWILLREQUIRESILTFENCEAROUNDIT. REFERTO � _� ��� I f �.����.I I
'6 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. � _j �,_ .I i I� ^� I�I I
" THE CONTRACTOR AND SURVEYOR SHALL REVIEW ALL GRADING WITH THE LA-E I `� I:: .I I o
o PRIOR TO CONSTRUCTION TO ENSURE PROPER DRAINAGE AND GRADING. AS EARTHWORK PROGRESSES,THE CONTRACTOR SHALL REMOVE ALL FILL � , I� �I I.; � I'I I m �
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c�Oo SOILS ENCOUNTERED FROM AREAS TO BE PAVED. � �I I�' ���.����; , .I I � +
� THE INTENT OF ALL PROPOSED SPOT GRADES AND GRADING IN GENERAL IS TO � -.LI.' -� E �� � i
� MATCH EXISTING GRADES ADJACENT TO NEW CONSTRUCTION AND TO ENSURE A MIN.6 WCH DEPTH OF A TOPSOIUCOMPOST BLEND SHALL BE PLACED ON ALL I � " .U:I I g',� LL
y PROPER DRAINAGE AND BLENDING OF NEW GRADES WITH EXISTING ONES. SPOT AREAS INDICATED FOR SOD. THE TOPSOIL SHALL BE FINE GRADED,RAKED AND � � -I I �a �
°1 GRADES SHOWN ARE TO FINISH GRADE. CONTRACTOR SHALL SUBCUT IN � � m= ��
LL DRAGGED TO PROVIDE A SMOOTH,UNIFORM SURFACE. TOPSOIL GRADES SHALL � L �-8�
ACCORDANCE WITH THE PLANS,DETAILS AND SPECIFICATIONS. CONTRACTOR L__ _J B O T T O M a F F T G.r ,`�� �g
� BE WITHIN.O5 FEEf OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO ----- � � ..8
.3 SHALL FIELD VERIFY AND CONFIRM ALL GRADES WITH THE LA-E AFTER INITIAL GRADIENTS SHOWN ON PLANS. REFER TO GR.4DING PLANS ' �g ��
A SURVEY/STAKINGWORKANDPRIORTOSTARTOFGRADINGOPERATIONS. L---------J —
0 �
A 1.5%CROSS SLOPE SHALL BE MAINTAINED ACROSS ALL CONCRETE PADS AND ,m !
PAVEMENTS UNLESS STATED OTHERWISE ON THE PLAN. 4 STONE COLUMNS AND�RNAMENTAL FENCE ELEVATION ON SLOPE �I�
REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. L6.3 trz^=t�-o^
SHEET
o L3.0
�� � LEGEND:
PEDESTRIAN RAMPS AND SIDEWALK �
SHALL REMAIN OPERATIONAL FOR � I CP-# LAYOUT CONTROL POINT
THE DURATION OF THE PROJECT � CONCRETE PAVEMENT WITH TYPE II � LAYOUT CONTROL LINE
5� �. � � I FINISH,ALIGN NEW CONTROL JOINTS �
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RESOLUTION NO. 2016-XXX
RESOLUTION AWARDING THE BID FOR THE
80TH STREET QUADRANT PROJECT TO PEMBER COMPANIES, INC.
IN THE AMOUNT OF $808,949.95 (BASE BID OF $660,228.45
AND BID ALTERNATE NO. 1 IN THE AMOUNT OF $148,721.50)
WHEREAS, plans and specifications for the 80th Street Quadrant Project were
completed according to City standards; and
WHEREAS, bids were requested to provide the necessary work; and
WHEREAS, there was one alternate as part of the bid package for the project.
Bid Alternate No. 1 consists of nine pairs of stone columns with ornamental fencing
adjacent to the road right-of-way; and
WHEREAS, four firms submitted bids; and
WHEREAS, it appears that Pember Companies, Inc. is the lowest responsible
bid; and
WHEREAS, it is the recommendation of the City Engineer that the bid be
awarded to Pember Companies, Inc. in the amount of $808,949.95, which includes
Bid Alternate No. 1 (Base Bid of $660,228.45 and Bid Alternate No. 1 of
$148,721.50).
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, the bid for the 80th Street
Quadrant Project is awarded to Pember Companies, Inc. in the amount of
$808,949.95.
Passed this 1 st day of June, 2016.
Myron Bailey, Mayor
Attest:
Joe Fischbach, City Clerk