HomeMy WebLinkAbout5.C.2. Award Contract for Providence Pointe Westchester Neighborhood Park, Project PR2007-3- Res. No. 6659
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CITY OF SHAKOPEE
MEMORANDUM
To: Mayor and City Council CONSENT
Mark McNeill, City Administrator
From: Andrea Weber, Park and Recreation Landscape Design
Date: September 18, 2007
Subject: Award of Contract for Providence Pointe Westchester Neighborhood Park,
Project PR2007-3, Resolution No. 6659, and Authorize a Contract Extension for
Construction Staking.
INTRODUCTION
The City Council is asked to offer Resolution No. 6659, A Resolution of the City of Shakopee
Accepting Bids for Construction of Providence Pointe Westchester Neighborhood Park to
Quiring Trucking and Excavating LLC or provide further direction to staff. Council is also asked
to authorize a contract extension for construction staking.
DISCUSSION
The bids for Providence Pointe Westchester Neighborhood Park were opened at 10:00 a.m. on
September 11th, Tuesday. The bid tabulation is attached.
There were nine bids submitted and the apparent low bidder is Quiring Trucking and Excavating
LLC with a total base bid of $565,298.90.
Quiring Trucking recently was the contractor for the Blue Express Transit Station on CR 18.
They have successfully completed this project and received good recommendations from Public
Works/Engineering Staff.
Proiect Budaet
The current CIP allocation for this project is $1,087,500. The main components of this budget
include: staff design/construction administration, park construction, play equipment and a future
restroom/warming building. The construction budget, which includes a 5% contingency, is
$575,750.00 and the Engineer's Estimate of the work bid was $620,000.00.
The Apparent Low bid of $565,298.90 by Quiring Trucking and Excavating is under
the project estimate of $575,750.00.
The project was bid with several deduct alternates to try to ensure it would be awarded within
budget. Since the base bid is under budget, it makes sense to award the base bid without the
alternates. Council is asked to review the total bid, as well as the bid alternates and determine
which, if any alternates should be approved. As per City Standard Specifications, quantities may
be reduced before or after the award of the bid.
Deduct Alternates and price reductions Bid Reduction
A. Deduct Alternate A; Leave hockey unpaved, move -$2,927.80
Basketball court to south
B. Deduct Alternate B; Reduce size of hockey rink 20' -$3,056.48
C. Deduct Alternate C; Leave north ball field unimproved -$71,268.75
D. Reduce quantities of certain items -$ to be determined
Total Reductions -$ 77,253.03
Below is a summary of the project budget with the base bid:
Park Construction $565,299
5% contingency $ 41,125
Play Equipment Purchase and Installation $ 65,000
Future Building $200,000
Staff Desian and Construction Administration $205,625
Total $1,077,049
CIP Budget $1,087,500
Total under budget $ 10,451
CONSTRUCTION STAKING CONTRACT EXTENSION
Quotes for construction staking were requested from Bonestroo and Associates and WSB and
Associates, quotes attached. WSB and Associates provided a lower quote for this work with a
not to exceed price of $11 ,500.00 though the quote attached shows a range of $11 ,00-13,000.
Staff recommends executing the construction staking contract with WSB and Associates.
AL TERNA TIVES
1. If desired, offer Resolution No. 6659, A Resolution of the City of Shakopee Accepting Bids
for Construction of Providence Pointe Westchester Neighborhood Park to Quiring Trucking
and Excavating LLC, or
2. Offer Resolution Resolution No. 6659, A Resolution of the City of Shakopee Accepting Bids
for Construction of Providence Pointe Westchester Neighborhood Park to Quiring Trucking
and Excavating LLC with desired alternate deducts as follow:
a. With Alternate A, deduct (Unpaved Hockey)
b. With Alternate B, deduct (Small Hockey)
c. With Alternate C, deduct (Unimproved Ball field)
d. With quantity reductions as defined by Council
3. Reject the low bid and award the bid to another qualified bidder.
4. Reject all bids.
5. Authorize Staff to make quantity reductions or additions up to 5% of the project budget
6. Authorize a contract extension to WSB and Associates for Construction with the amount not
to exceed $11,500.00..
RELATIONSHIP TO VISION
A-Active and healthy community.
B-High quality of life.
C-Great place for kids to grow up
RECOMMENDATION
Staff recommends alternatives 1, awarding the contract to the lowest qualified bidder, Quiring
Trucking and Excavating LLC. Staff also recommends alternatives 5 and 6.
The Parks and Recreation Advisory Board has not made a recommendation on this bid as they
have not yet seen the results.
REQUESTED ACTION
If Council concurs,
1. Offer Resolution No. 6659, a Resolution Accepting Bids for Construction of Providence
Pointe-Westchester Neighborhood Park Project No. PR2007 -3, and move its adoption.
2. Authorize a contract extension to WSB and Associates for Construction Staking, with the
amount not to exceed $11,500.00.
3. Authorize Staff to make quantity reductions or additions up to 5% of the project budget
RESOLUTION NO. 6659
A Resolution Accepting Bids for Construction of
Providence Pointe-Westchester Neighborhood Park
Project No. PR2007-3
WHEREAS, pursuant to an advertisement for bids for Construction of Providence Pointe
Westchester Neighborhood Park Project No. PR2007-3, bids were received, opened and
tabulated according to law, and the following bids were received complying with the advertisement:
Quiring Trucking and Excavating LLC $565,298.90
Imperial Developers $585,407.75
Frattalone Co. $611,312.75
S. M. Hentges and Sons $663,685.71
Veit & Co. $681,723.60
Sunram Construction, Inc. $716,409.61
Fital-Hinz Construction $723,367.10
American Liberty Construction $758,200.82
G. L. Contracting $787,525.12
AND WHEREAS, it appears that Quiring Trucking and Excavating LLC, 1502 Maras St.,
Shakopee, MN 55379 is the lowest responsible bidder.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
SHAKOPEE, MINNESOTA:
1. The appropriate City officials are hereby authorized and directed to enter into a
contract with Quiring Trucking and Excavating LLC in the name of the City of Shakopee for the
Construction of Providence Pointe-Westchester Neighborhood Park, Project No. PR2007 -3,
according to the plans and specifications ordered by the City Council and on file in the office of the
City Engineer.
2. The. City Clerk is hereby authorized and directed to return forthwith to all bidders the
deposits made with their bids, except that the deposits of the successful bidder and the next lowest
bidder shall be retained until a contract has been signed.
Adopted in adjourned regular session of the City Council of the City of
Shakopee,
Minnesota, held this day of ,2007.
Mayor of the City of Shakopee
ATTEST:
City Clerk
~
WSB
& Associates, Inc. Infrastructure I Engineering I Planning I Construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
September 13,2007
Ms. Andrea S. Weber, A.S.L.A.
Park & Recreation Landscape Design
City of Shakopee
129 South Holmes Street
Shakopee, MN 55379
Re: Revised Extension Agreement to Provide Construction Surveying Services
Providence Point - Westchester Park Site Improvements
Dear Ms. Weber,
According to our Agreement for Professional Services within the City of Shakopee and Section
I-C-2 (Major Projects), this extension agreement is written to provide for construction surveying
services for the above-referenced project.
It is our understanding that this project consists of various park improvements, including, but not
limited to the following:
. Parking lot with curb & gutter
. Trails
. Storm Sewer Extension
. Sanitary Sewer Extension
. Watermain Extension
. Site grading of the entire park
. Two ball fields
. Hockey Rink
. Basketball Court
. Volley Ball Courts
WSB will provide the construction staking as needed for these improvements, including blue-top
staking of the ball fields and other staking as needed for the backstops, outfield fencing, and
aglime areas.
Cut-sheets will be provided for the grade stakes and the offset stakes for the curb & gutter and
the utility extensions. We will coordinate all of the staking requirements for this project through
the City's Project Representative.
WSB will provide the construction staking required for this project on an hourly basis, with a 2-
person survey crew rate of $136.00 per hour, with a not-to-exceed fee of $11,500.00. This
includes all costs, including mileage, hubs and lathe, and other survey supplies.
M' IP:~sr.'tlROljOSALS\Shakopee\Provjdence Westchester ParkI09l307extltr.doc
mneapo IS . ou
Equal Opportunity Employer
Ms. Andrea Weber
City of Shakopee
September 13,2007
Page 2
It is our understanding that construction may begin around the end of September, 2007. Our
survey crew will be available, as needed, through the duration of the project.
Thank you for considering WSB for your construction surveying services. We look forward to
working with you and greatly appreciate the opportunity to assist you and your staff in the
completion of this project.
If this agreement meets with your approval, please sign where indicated below and return one
copy to our office. If you have any questions regarding this proposal please contact me at 763-
287-7181.
Sincerely,
WSB & Associates, Inc.
~y~
Steven V. Ische, PLS
Survey Group Manager City Administrator
City Clerk
Mayor
Date
P:'.JI~TTFR PR{)P(J~; "~l S'..Sh;-l!..<)pt':f:'.pr<;..-i~1<b';;~:'l~ \V~51d:'l'~:c-1-\t;;.:.~i/;1 :~(:":"0<i ii d:x
2335 Highway 36 W
St. Paul, MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
September 1 0, 2007 # Bonestroo
Ms. Andrea Weber
City of Shakopee
129 Holmes Street South
Shakopee, MN. 55379
Re: Proposal for Survey Services
Construction Staking for Providence and Westchester Parks
Dear Andrea:
We appreciate the opportunity to propose our Professional Services for construction staking for Providence
and Westchester Parks in the City of Shakopee, Minnesota. Our understanding of the project and the tasks
proposed for our services are described below.
Project Understanding
The project includes grade staking for the parking lot, utilities, and trails. It also includes grade staking of
ball fields, hockey rink, basketball and volleyball courts within the City Park.
Project Scope
Grade Staking
. Provide grade and line stakes for curb and gutter
. Provide grade and line stakes for proposed utilities.
. Provide grade and line stakes for proposed trail
. Provide grade and location stakes for hockey rink and basketball courts, and volley ball curbs.
. Provide bluetop grade stakes for youth ball fields, per plans.
. Provide location and grade of baseball backstops and outfield fence lines.
Notes
. City will provide electronic AutoCad file of final plan.
. City will provide existing field survey control. (horizontal and vertical)
Fee
The fee for providing the above outlined Project Scope shall be billed hourly, not to exceed $16,000 ithout
modifications to the scope. This proposed fee includes staking of all features once. n t e case 0 blue-
topping the ball fields, we will rough grade stake once, and when the contractor is close to being done, we
will then complete the blue-topping of the ball fields. If at that time, the fields are not within tolerance and
.>
City of Shakopee, Minnesota Page 2
Providence Westchester Park 09/10/07
the areas will need to be rough staked again, then the additional time spent rough staking will be
completed on an hourly basis. Any additional staking will also be completed on an hourly basis.
Thank you for your consideration. If you have any questions, please give me a call at 651-604-4861 or Dan
Roeber at 651-604-4867.
Sincerely,
BONESTROO, INC.
~,d --
Stuart Krahn, RLA
Cc: Daniel 1. Roeber, PLS
Dan Boyum, PE
TABULATION PROJECT: PROVIDENCE POINTE-WESTCHESTER
BIDS PROJECT NO. PR2007-3
BID DATE: 9/11107
__NO.1 > NO.2 > NO.3 > NO.4 NO.5 ~ NO.6 - NO.7 NO.' ~ NO.' - Engineer's
Quiring Trucking and Imperial Developers FrattaloneColTlpany S.M.Hli!nlges&Sons VeitandCompany SunramConstruction FitaMiintzConstruction American Liberty G.L.Contracting Estimate
BID ITEM I.ISTING ExcavatingLLC construction
UNIT EXTENDED UNIT EXTENOED UNIT EXTENDED UNIT EXTENDED UNIT I EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED
# ITEM DESCRIPTION QiY. UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE! TOTAL PRICE TOTAL PRiCe TOTAL PRICE TOTAL
SCHEDULE A- PARK IMPROVEMENTS
, " , L.S. 17,500.00 17.500.00 27,431.00 27,431.00 30,000.00 30,000.00 28,531:22 28,531.22 65,000.00 65,000.00 34,000.00 34,000.00 36,000.00 36,000.00 27,893.00 27,893.00 4,617.20 4,617.20 $28,787.50 28,787.50
2 TRA FFIC CONTROL , L.S. 500.00 500.00 2.000:00 2,000.00 500.00 500.00 525;00 525.00 2.000.00 2,000.00 43,000.00 43,000.00 1,100.00 1,100.00 896.00 896.00 2.091.80 :a.091.80 $1,000.00 1,000.00
3 55 L.F. 200 130.00 5.00 325.00 2.50 162.50 ,tOO 260.00 195.00 5.00 325.00 6.00 390.00 3.36 218.40 16.70 1,085.50 $4.00 260.00
4 REMO C <BAN 10S l.F. 5.00 525.00 3.00 315.00 1.65 173.25 4.00 420.00 3.00 315.00 15.25 1,601.25 3.2$ 341.25 3.30 352.80 5.40 567.00 $5.00 525.00
5 L C 800 l.F. \.75 1,400.00 2.40 1,920.00 225 1,800.00 2.25 1,800.00 1.30 1,040.00 2.50 2,000.00 2;10 1,680.00 1.46 1,168.00 2.70 2,160.00 $3.00 2,400.00
6 CO 0 lERI 1'HIGHx2' 1500 l.F. 2.45 3.675.00 2.00 3,000.00 ,.. 2,970.00 2.50 3,750.00 2.00 3,000.00 2.57 3,855.00 2.15 ;i 2.24 3,360.00 5.SO 8,850.00 $5.00 7,500.00
7 700 l.F. 1.45 1.015.00 2.50 1,750.00 2.42 1,694.00 4.00 2,800.00 3.75 2,625.00 1.52 1,064.00 '.60 1,120.00 1.68 1,176.00 2.60 1,820.00 $3.50 2,450.00
8 100 S.Y. 4.50 450.00 '.00 100.00 4.40 440.00 10.00 1,000.00 2.50 250.00 .4.73 473.00 2.50 250.00 2.64 264.00 2.'" 230.00 $2.50 250.00
9 100 S.Y. 2.00 200.00 4~5 435.00 2.75 275.00 3.75 375.00 2.20 220.00 3;15 315.00 2.15 215.00 3.36 336.00 3.60 380.00 $2.00 200.00
10 CO MO V 0 ) 12,300 C.Y. 3.75 46,125.00 2.93 36,039.00 3.70 45,510.00 6;00 98,400.00 4.50 55,350.00 5.70 70,110.00 8.50 104,550.00 15.46 190,158.00 4.60 59,040.00 $8.50 104,550.00
11 S G C 260 C.Y. 8.00 2,080.00 4.93 1;281.80 4.00 1,040.00 9:00 2,340.00 2.00 520.00 6.35 1,651.00 12.85 3,341.00 8.24 2,142.40 1,248.00 $10.00 2,600.00
" R NU 0 960 C.Y. 8.00 7.680.00 13.19 12,662.40 7DO 6,720.00 13.50 12,960.00 12.50 12,000.00 16.65 16,176.00 12.65 12,336.00 6.95 6,672.00 16,128.00 $10.00 9.600.00
" 5H S L C G NU 0 0 170 C.Y. 9.00 1.530.00 16.48 2,801.60 11.15 1,895.50 13.60 2,312.00 15.50 2,635.00 26.25 4,462.50 22.50 3,825.00 20.16 3,427.20 38.80 6,596.00 $12.00 2,040.00
" SOD C.Y. 13.00 6.500.00 12.50 6,250.00 13.00 6,500.00 22.00 11,000.00 4.00 2,000.00 26.75 14,375.00 ".50 9,250.00 10,165.00 23.10 11,550.00 $12.00 6,000.00
" 2000 S.Y. '.50 3,000.00 1.50 3,000.00 0.72 1,440.00 0:60 1,200.00 0.50 1,000.00 1.35 2,700.00 1.10 2,200.00 2,360.00 0.97 1,940.00 $2.00 4,000.00
" C GG {1000 C U H M 0 I 2095 TON 12.75 26,711.25 14.33 30,021.35 12.00 25,140.00 \4.40 30,168.00 18.00 37,710.00 18.60 39,386.00 16.10 34,986.50 17AS 36,620.60 20.90 43,785.50 $15.00 31,425.00
\7 0 220 C.Y. 18.00 3,960.00 37.00 8, 14D.OO 15:57 3,425.40 33.20 7,304.00 46.50 10,230.00 61.50 13,530.00 37~0 8,250.00 48.16 10,595.20 129.30 28,446.00 $30.00 6,600.00
" 0- C 5 ( 030 ) 345 TON so.oo 17.250.00 62.00 21,390.00 65.31 22,531.95 59.00 20,355.00 64.00 22,080.00 61.06 21,065.70 62.00 21,390.00 641/6 22,411.20 62.20 21,459.00 $50.00 17,250.00
" CO S LVWE45030) 30S TON 55.00 16.775.00 69.00 21,045.00 74.81 22,817.05 66.00 20,130.00 70.00 21,350.00 64.60 19,703.00 68~0 20,892.50 71.68 21,862.40 68.60 20,923.00 $60.00 18.300.00
20 1475 S.Y. 7.00 10.325.00 13.60 20,060.00 10.76 15,871.00 11:25 16,593.75 12.25 18,068.75 '.23 13,614.25 11.90 17,552.50 12.44 18.349.00 11.90 17,552.50 $10.00 14,750.00
" \54 GAL. 3.00 462.00 3.10 477.40 3.15 485.10 3.03 471.24 3.30 508.20 834.68 3.25 500.50 3.30 517.44 3.20 492.80 $3.00 462.00
22 0 880 S.Y. 1.25 1,100.00 1.20 1,056.00 0.82 721.60 U5 1,012.00 '.00 880.00 2;20 1,936.00 2.00 1,760.00 0.84 739.20 ,.30 1,144.00 $2.50 2,200.00
4"P ERF"ORA TED PE PIPE (STORM) DRAIN WI FABRIC & 6.00 10.00 .".10 \4.56
23 DRA lNAGE ROCK, COMPLETE 530 l.F. 10.00 5.300.00 5.00 2,650.00 3,180.00 7.25 3,842.50 5,300.00 34.00 18,020.00 8,533.00 7,716.80 19.70 10,441.00 $12.00 6,360.00
24 G "eep) SO C.Y. so.oo 1,500.00 33:00 1,650.00 20040 1,020.00 28.00 1,400.00 16.00 900.00 6924 4,312.00 20.50 1,025.00 33.55 1,677.50 51.00 2,550.00 $20.00 1,000.00
25 CO N 5G 2 870 L.F. 11.00 9,570.00 12.00 10.440.00 12.10 10,527.00 12.00 10,440.00 11.50 10,005.00 11.13 9,683.10 12.00 10,440.00 10., 9,500.40 14.00 12,180.00 $20.00 17,400.00
CONCRETE UNIT RETAINING WALL, COMPLETE INSTALL WITH 25.00 22.00 24.00 "'.00 17A2
26 DR AIN, BASE 120 SF FACE 24.00 2,880.00 30:00 3,600.00 22.00 2,640.00 3,000.00 2,640.00 2,880.00 3,600.00 2,150.40 42.90 5,148.00 $20.00 2,400.00
27 C 2S S.Y. 63.00 1,575.00 52.50 1,312.50 69:30 1 ,732.50 90.00 2,250.00 54.00 1,350.00 52.00 1,300.00 67.00 1,675.00 75.60 1,890.00 69.00 1,725.00 $60.00 1,500.00
28 C L .4" C 800 S.Y. 40.00 32.000.00 31.00 29,600.00 45.00 36,000.00 3:25 2,600.00 37.00. 29,600.00 35.44 28,352.00 39.60 31,680.00 25.20 20,160.00 42.60 34,080.00 $25.00 20,000.00
29 45 S.F. 40.00 1.800.00 46.25 2,081.25 48.00 2,160.00 50.00 2,250.00 49.00 2,205.00 47.45 2,135.25 45.00 2,025.00 39.20 1,764.00 42.90 1,930.50 $45.00 2,025.00
'" , 643 L.F. 12.00 7.716.00 18.00 11,574.00 19.80 12,731.40 20.00 12,860.00 17.00 10,931.00 16.59 10,667.37 27.50 17,682.50 25.20 16,203.60 21.20 13,631.60 $20.00 12,860.00
" , 263 l.F. 7.00 1,841.00 14.00 3,682.00 15.40 4,050.20 18DO 4,734.00 13.50 3,50.50 12.97 3,411.11 ".5lI 4,339.50 15.68 4,123.84 16.90 4,444.70 $15.00 3,945.00
J2 0 0, 6H ULCH 6 AC. 1.440.00 8,640.00 2,600.00 15,600.00 3.255:00 19,530.00 5,000.00 30,000.00 3000 18,000.00 2.625.00 15,750.00 3.255.00 19,530.00 2,800.00 16,800.00 2,912.20 17,473.20 $800.00 4.800.00
SEEDING NATIVE MIX .PRAIRIE M1X-MNDOT 350-90% AND MESIC 4.500.00
33 FORB 10%, TYPE 8 P. HAY MULCH 0.7 AC. 4,900.00 3,430.00 2,600.00 1,820.00 8,250.00 5,775.00 3,150.00 6500 4;550;00 2;200.00 1,540.00 8,250.00 5,775.00 2800 1,960.00 2,912.20 2,038.54 $2,000.00 1,400.00
34 C U 6 HYORO L 2.' AC. 1.600.00 3,780.00 2,400.00 5,040.00 3.645.00 7,654.50 5.000.00 10,500.00 3.300.00 6,930.00 2.625.00 5,512.50 3.646.00 7,656.60 2.576.00 5,409.60 2.697.80 5,665.38 $2,500.00 5,250.00
JS SO 2250 S.Y. 3.SO 7,875.00 235 5,287.50 4.47 10,057.50 2:50 5,625.00 4.00 9,000.00 2.63 5,917.50 751 16,875.DO 2.60 6,300.00 4.00 9,000.00 $2.50 5,625.00
36 L 40 EA. 360.00 15.200.00 285:00 11,400.00 299:20 11,968.00 245.00 9,800.00 300.00 12,000.00 210.00 8,400.00 290.00 11,600.00 304.64 12,185.60 316.90 12,676.00 $300.00 12,000.00
37 24 EA. 310.50 7.452.00 210.00 5,040.00 206,60 4,963.20 245,00 5,880.00 200,00 4,800.00 168.00 4,032.00 200.00 4,800.00 210.56 5,053.44 226.60 5,443.20 $225.00 5,400.00
30 65 EA. 356.50 23.172.50 210.00 13,650.00 246;30 15,944.50 230.00 14,950.00 240.00 15;60.00 220.00 14,300.00 240.00 15,600.00 249.76 16,234.40 264.40 17,186.00 $250.00 16,250.00
30 6 EA. 55.00 330.00 "'.00 276.00 33.00 198.00 2.4.00 144.00 32.00 192.00 31.50 189.00 60.00 360.00 33.60 201.60 47.30 283.80 $40.00 240.00
39 U, , 2 54 EA. 45.00 2,430.00 36.00 1,944.00 33.00 1,782.00 24.00 1,296.00 32.00 1.728.00 26.25 1,417.50 32.00 1,728.00 33.60 1,814.40 47.30 2,554.20 $30.00 1,620.00
40 N , N5 \DO EA. '.85 185.00 18.00 1,aoo.00 17:60 1,760.00 12.00 1,200.00 17.00 1,700.00 15;75 1,575.00 17.00 1,700.00 17.92 1,792.00 46.90 4,690.00 20.00 2,000.00
" 0 OA 5 or 202 x N . , L..S. 36.594,00 36.594.00 3a.o94.oo 38,094.00 45,210.00 45,210.00 39,775.00 39,775.00 50,000.00 50,000.00 44.260.00 44,260.00 39,000.00 39,000.00 40.985.28 40,985.28 40.390.00 40,390.00 $56,250.00 56,250.00
42 coor Inatlon ee. 1 L.S. 5.560.00 5.560.00 5,860.00 5,860.00 6,300.00 6;300.00 5,920.00 5,920.00 2,000.00 2,000.00 5.840.00 5,840.00 7,500.00 7,500.00 6,227.20 6,227.20 6~686.10 6,686.10 $2,812.50 2,812.0
43 1 L.S. 43.000.00 43.000.00 33,100.00 33,100.00 47,300.00 47,300.00 33,950.00 33,950.00 47,500.00 47,500.00 46,150.00 45,150.00 34,100.00 34,100.00 39,200.00 39,200.00 46,096.00 46,096.00 $30,000.00 30,000.00
ELECTRICAL CONNECTION, WIRING TO PANEL, PANEL, .".400.00 11,680.00
44 WEATHERPROOF CABINET 1 L.S. 10,000.00 10.000.00 19.200.00 19,200.00 11,000.00 11,000.00 17,400.00 ii,boo.oo 10,500.00 10,500.00 17,200.00 17,200.00 6.659.52 6,659.52 1O,nO.00 10.720.00 $3,500.00 3,500.00
12' PEDESTRIAN LIGHT FIXTUREMl PROVCOMPlETE, 5.200.001 5.m.00 22.000.00
45 INSTALLED 4 EA. 5.000.00 20.000.00 5,600.00 22,400.00 5.500.00 22,000.00 20,800.00 5;250.00 21,000.00 5)00.00 20,400.00 2,661.12 10,644.48 21,440.00 85,760.00 $4,000.00 16.000.00
'" 2 EA. 6.750.00 13.500.00 8,532.00 17,064.00 8,795.00 17,590.00 36,700.00 6.600.00 7;925.00 15,850.00 6;750.00 13,500.00 8.954.40 17.908.aO 12.842.60 25,685.20 $12,000.00 24,000.00
IRRIGATION CONNECTION, METER, RPZ, CONTROL, PANEL 3,575.001 5.700.00 ~'~':~~oo '.650.00
47 WEATHERPROOF CABINET , L.S. 4,500.00 4.500.00 4,148.00 4,148.00 7,535.00 7,535.00 3,575.00 10,500.00 9,650.00 4,480.001 4,480.00 5,57.4.40 5,574.40 $3,000.00 3,000.00
48 \D EA. 195.00 1,950.00 44.00 440.00 385.00 3,850.00 150:00 1,500.00 1,250.00 10.00 100.00 3,920.00 94.30 943.00 $10.00 100,00
48 SO L.F. 5.70 285.00 1.30 65.00 35.20 1,760.00 20.00 1,000.00 7.00 2.63 131.50 10.00 500.00 35.84 1,792.00 6.SO 345.00 $10.00 500.00
TABULATION PROJECT: PROVIDENCE POINTE.WESTCHESTER
BIDS PROJECT NO. PR2007.3 I
BID DATE: 9/11/07 I
_NO.1 ~ NO.2 > NO.3 > NO.4 ~ NO.5 ~ NO.6 NO.7 ~ NO.8 ~ NO.!! Englneer'$
Quiring Truckingilna' ImpetialDevelopers FratbloneCompany S.M.Hentges&Sons Veil and Company Sunram CCn1;trucmm FJtaJ.Hinlz Construction American Liberty G.L.Contracting Estimate
BID ITEM LISTING ExcavatingLLC Construction
UNIT EXTENDED UNIT EXTENDED UNIT eXTENDEO UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDEO UNIT EXTENDED UNIT EXTENDED
. ITEM DESCRIPTION QTY. UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAl. PRICE TOTAL. PRICE TOTAL PRiCe TOTAL
50 2 L.S. 21.405.00 42,810.00 16,234.00 32,468.00 14,805.00 29,610.00 16,320,00 32,640.00 17,500.00 35;000.00 lMOO.OO 33,600.00 17;360JXl 34,720.00 17,337.60 34,675.20 17,148.80 34,297.60 $7,500.00 15,000.00
51 32 EA. 45.00 1,440.00 47.00 1,504.00 49.50 1,584.00 46.00 1,472.00 50.00 1,600.00 125.00 4,000.00 110.00 3,520.00 56.00 1,792.00 69]0 2,230.40 $3.50 112.00
52 50 L.F. 22.50 1,125.00 18.22 911.00 16.61 830.50 17.48 874.00 19.00 950.00 18.08 904.00 19.00 950.00 20.16 1,008.00 18.50 925.00 $12.00 600.00
53 AC O.N L 2 L.S. 7.840.00 15,680.00 4;731.00 9,462.00 4.415.00 8,830.00 4.685.00 9,370.00 5.000.00 10,000.00 4.825.00 9,650.00 5,000.00 10,000.00 5.040.00 10,080.00 4.923.70 9,847.40 $4,500.00 9,000.00
" 3 BASES, OM 3 CH G 5 2 SET 350.00 700.00 650,00 1,300.00 500.00 1,000.00 710.00 1,420.00 650.00 1;300.00 1;050.00 2,100.00 1;000.00 2,000.00 1.010.24 2,020.48 1:0n,00 2,144.00 $350.00 700.00
55 20' ALV N R'S CH, iNSTAlleD 4 EA. 750.00 3,000.00 4,036.00 508.20 2,032.80 4,320.00 3,400.00 3,700.00 1,100.00 4,400.00 6,460.16 964.80 3,859.20 $800.00 3,200.00
BASKETBALL POSTS, 7' CANTILEVER, W BACKBOARD, RIM, NET 2.OS0.00 4.300.00 4.360.60 3.910.00 3......40
56 INSTALLED 1 PAIR 4.500.00 4,500.00 2;000.00 2,000.00 1.5OO.OQ 1,500.00 2,050.00 3,910.00 3.925.00 3,925.00 3,466.40 7.504.00 7,504.00 $1,500.00 1,500.00
57 OL LL 5 5 N 5 LL 1 SET 800.00 800.00 1,026.00 1,026.00 525.80 525.80 1;1C1O.00 1,100.00 1,250.00 1,140.00 1,140.00 1,000.00 1,000.00 1,218.56 1,218.56 1,372.20 1.372.20 $150.00 150.00
58 2 PAIR 475.00 950.00 300.00 600.00 200.00 400.00 360.00 720.00 400.00 1.250.00 2,500.00 tioo.oo 2,200.00 1.831.20 3,662.40 2,894.40 5,788.80 $100.00 2OlJ.00
6'HERITAGE SERIES BENCH WITH BACK; WABASH HR31Q WlTH .900.00 915.00 . 5.490.00 2.310.00 1.150.00 1.053.92
59 HR 315. INSTALLED 6 EA. 1,000.00 6.000.00 1.281.00 7,686.00 1.500.00 9,000.00 5,400.00 13,860.00 6,900.00 6,323.52 1,382.90 8.297.40 $1,400.00 8.400.00
46" SHADELAND SERIES PICNIC TABLE WITH CANOPY. 1.100.00
60 MODIFIED TO BE ADA: WABASH SH1 OOP, installed 1 EA. 3.900.00 3,900.00 4,879.00 4,879,00 3.000;00 3,000.00 3.675.00 3,675.00 1.100.00 4.130.00 4,130.00 5."0.00 5,420.00 4.819.36 4,819.36 6.606.90 6,608.90 $5,600.00 5.600.00
" 2 EA. 200.00 400.00 173.00 346.00 500.00 1,000.00 450.00 900.00 965.00 525.00 1,050.00 175.00 350.00 168.00 336.00 402.C1O 804.00 $150,00 300.00
82 I L.S. 1,120.00 1,120.00 3,500.00 3,500.00 400.00 400.00 3,515.00 3,515.00 3,n5.00 1,180.00 1.200.00 1,200.00 1.254.40 1,254.40 64320 643.20 900.00 900.00
TOTAL SCHEDULE A 523,383,75 540,03$.80 568,044.25 611,104.11 623,553.45 610,314.85 703,555.18 121,769.22 567,049.00
SCHEDULE B-5TORM SEWER IMPROVEMENTS
1 81 L.F. 35.00 2.835.00 37.75 3,05.75 27.00 2,187.00 26.00 2,268.00 32.50 2,632.50 31.50 2,551.50 43.00 3,483.00 35.64 2,903.04 26.80 2.170.80 "',. 2,835.00
2 1 EA. 1.2!;i0.00 1,250.00 990.00 990.00 1.350.00 1,350.00 1,450.00 1,450.00 1,550.00 1,550.00 1,890.00 1,890.00 1;230.00 1,230,00 1,568.00 1,568.00 1ASo.90 1,450.90 .0 2,000.00
3 C UC G 22.48 1 EA. 1.500.00 1,500.00 1,40$.00 1,406.00 1.600.00 1,600.00 1.750.00 1,750.00 2.400.00 2,400.00 2.200.00 2,200.00 1,875.00 1,875.00 1.960.00 1,960.00 1.760.00 1,760.00 ., . 0 2,500.00
4 RECONSTRUC 0 OL 1 V.F. 400.00 400.00 3OQ.00 300.00 250,00 250.00 400.00 400.00 875.00 875.00 370.00 370.00 235.00 235.00 ....00 448.00 1.266.80 1,266.80 800.00
5 o N C 5 GS 5 I 1 EA. 750.00 750.00 600.00 600.00 500.00 500.00 700.00 8"-00 885.00 785.00 785.00 428.00 428.00 952.00 952.00 n5.70 725.70 900,00
0 SCHEDULE' 6,735.00 6,353.75 5,887.00 6,568.00 8,342.50 7,796.50 7,251.00 7,831.04 7,374.20 9,035.00
SCHEDULE C. WATERMAIN IMPROVEMENTS
I CONNECT TO EXISTING WATER MAIN 1 EA. 2.500.00 2,500.00 5;400.00 5.400.00 2,400.00 2,400.00 1.680.00 1,680.00 5;950.00 5,950.00 3,675,00 3,675.00 2;675.00 2,675.00 2,240.00 2,240.00 2,309.00 2,309.00 1,000,00
2 6" WATERMAIN. DUCTILE IRON PIPE CL 52 350 l.F. 23.00 8,OSO.00 21.25 7,437.50 22.00 7,700.00 25.00 8,750.00 29.50 10,325.00 31.50 11,025.00 37.50 13,125.00 3024 10,584.00 29.10 10,185.00 ,. 8,750.00
3 6" GATE VALVE AND BOX ASSEMBLY 2 EA. 750.00 1,500.00 752,00 1,504.00 1,000.00 2,000.00 750.00 1,500.00 850.00 1,700.00 892.00 1,784.00 428,00 856.00 1 ~064.oo 2,128.00 1,835.00 3,670.00 2,200.00
4 HYDRANT 1 EA. 2.350.00 2,350.00 2,570.00 2,570.00 3.500.00 3.500.00 2;530:00 2,530.00 3.500.00 3,500.00 2,200.00 2,200.00 2.675.00 2,675.00 2.408.00 2.408.00 2.5n.80 2,5n.80 2,000.00
5 WATERMAIN FIT INGS 200 L8. 3.00 600.00 5.00 1,000.00 5.00 1,000.00 3.00 600.00 8.00 1,200.00 6.30 1,260.00 .18.50 3,700.00 6.16 1,232.00 18.70 3.740.00 400.00
TOTAL SCHEDULE C 15,000.00 17,911.50 16,600.00 15,060.00 22,675.00 19,944.00 23,031.00 18,592.00 22,481.80 14,350.00
SCHEDULE O. SANITARY SEWER IMPROVEMENTS
6 CONNECT TO EXISTING SANITARY SEWER 1 EA. 750.00 750.00 750.00 750.00 1.800.00 1,800.00 1.100.00 1,100.00 1.500.00 1,500.00 1:575.00 1,575.00 428,00 1.680.00 1,680.00 367.10 387.10 800.00
7 CONSTRUCT INSIDE DROP 17 V,F. 150.00 2,550,00 262.00 4,454.00 218.00 3,706.00 175.00 2,975.00 190.00 3,230.00 173.00 2,941.00 80.00 1,360.00 56,00 952,00 559.70 9,514.90 " . 850.00
8 6" PVC SEWER PIPE, SDR 26 S19 L,F, 15;00 9.285.00 13.00 8,047.00 13.00 8,047.00 21.00 12,999.00 22.85 14,144.15 21.00 12,999.00 21.50 13,308.50 28.00 17.332.00 20.30 12,565.70 .) . 18,570.00
9 TElEVISE SANITARY SEWER 819 L.F. 1:85 1.145.15 1~0 804.70 100 928.50 1.00 619.00 I.SO 928.50 2;10 1,299,90 1.25 773.75 1.40 866.60 2.10 1.299.90 1,238,00
10 48 " SANITARY MANHOLE 3 EA. 2.150.00 6.450.00 2.350.00 7,050.00 2.100.00 6,300,00 2,220,00 6,660.00 2A50.00 7,350.00 2,520.00 7,560.00 2.300.00 6,900.00 2.464.00 7,392.00 4.044.10 12,132.30 ,500.00
TOTAL BASE BID 565,298.90 585,407.75 611,312.75 663,685.71 681,723.60 735,892.61 723,367.10 758,200.82 787,525.12 619,392.00
ALTERNATE A - Hockev Rink Unpaved, Basketball Adjacent to Vollevball
1. UC ON. C IL ) .51 TON SO.OO -2,550.00 40.00 -2,040.00 57.30 -2,922.30 40.00 -2,040.00 -2,244.00 51.41 -2,621.91 42:80 .2,182.80 44.80 -2,284.80 42.80 -2,187.90 ~ -2,550.00
1b 5 0 -51 TON 55.00 -2,805.00 40:00 -2,040.00 64.25 -3,276.75 40.00 -2,040.00 44.00 -2,244.00 53.OS -2,705.55 42.80 -2,182.80 44.80 -2,284.80 42.90 -2,187.90 -3,060.00
" tu seeing 0.13 AC. 1.440.00 187,20 2,600.00 338,00 3,500.00 455,00 4,OOO~OO 520,00 3:000.00 390.00 2;625;00 341.25 3~700.oo 481.00 2.800.00 364.00 2,912.20 378.59 104.00
Insta atloncor Of It sur ce _1 EA. 5.560.00 -5.560.00 5.860.00 .5,860.00 6,300.00 -6,300.00 5.560.00 -5,560.00 120.00 _120,00 5,560.00 -5,560.00 45,105.00: -45,105.00 112.00 -112.00 39,228.80 -39.2:28.80 -1,500.00
e Insta atloncoor ,cOst orlur surface 1 EA. 5,560.00 ,560.00 5,860.00 5,860,00 5.600.00 5,600,00 5.560.00 5,560.00 5.650.00 5,650.00 5.840.00 5,840.00 45,105.00 45,105.00 112,00 112.00 39,;Q8.80 39,2:28.80 1.200.00
rYlc aseta oor oat ur clng 1 EA. 3,360.00 3,360,00 1,200.00 1,200.00 3,700.00 3,700.00 3,525.00 3,525.00 3~725;00 3,725.00 3,530.00 3,530.00 3,600.00 3,600,00 5,017,60 5,017,60 3,$01.90 3,601.90 ".~ 5,500.00
1. NIIN~ .1 L.S. 1.120.00 -1,120.00 3,500.00 -3,500.00 400.00 -400.00 1.1Z1Hll) -1,120.00 1.230.00 -1,230.00 1.120~00 -1,120.00 1,195.00 -1,195.00 1:254.40 -1,254.40 84320 -643.20 ., -4,500.00
TABULATION PROJECT: PROVIDENCE POINTE-WESTCHESTER I
BIDS PROJECT NO. PR2007-3 I
BID DATE: 9111/07 I
->NO.1 > NO.2 > NO.3 > NO.4 - NO.5 > NO.6 - NO. T - NO.8 - NO.9 - Engineer's
Ql.liringTruckingand Imperial Oevelopefs FrattaloneComp.my S.M.Hentges & Sons Veit and Company SunramConstruclion Fital-HintzConstruction American Liberty G.L.Contracting Estimate
BID ITEM LISTING ExcavalingLlC Construction
UNIT EXTENDEO UNIT EXTENDED UNIT eXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT EXTENDED UNIT eXTENDED
. ITEM DESCRIPTION QTY. UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRIce TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL
OTA NAT A e -2,927.80 _3,144.05 -1,155.00 3,927.00 -2,296.21 ~ -442.40 -1,038.51 -4,806.00
TO A w Ih ALTER 562,371.10 608,168.70 662,530.71 685,650.60 733,596.40 721,887.50 757,758.42 786,486.61 614,586.00
ALTERNATE B ~ Hockey Rink paved, Recreational Size (186'x86'
" ue ON- e (LVN ) -1' TON so.oo -700.00 40.00 -560.00 45.70 -639.80 40.00 -560.00 44.00 -616.00 -719.74 42.80 -599.20 44.80 -627.20 42.90 -600.60 , . -700.00
, ue A eo (lVW 4 030 -1' TON SS.oo -770.00 40.00 -560.00 52.65 -737.10 40:00 -560.00 44.00 -616.00 53.05 -742.70 42.90 -599.20 44.90 -627.20 42.90 -600.60 -840.00
" A tu see lng, MNDO 2 0 r't:. 6 HYUHO e 0.033 Ae. 1.440,00 47.52 2,600.00 85.80 3,500.00 115,50 5.000.00 165.00 3.000.00 99.00 2,625,00 86.63 3.365.00 111.05 2.800.00 2.912.20 96.10 26.40
costar , -1 EA. 36.594.00 _36.594.00 38.094.00 -38,094.00 45,210.00 -45,210.00 38,900.00 -38,900.00 50,000.00 -50,000.00 36.594.00 _36,594.00 45.105.00 -45.105.00 40,985.28 -40,985.28 39,228.80 -39,228.80 -56,250.00
, cost or , 1 EA. 34,960.00 34,960.00 36,460.00 36,460.00 44,110.00 44,110.00 37,500.00 37,500.00 48,000.00 48,000.00 36.700.00 36,700.00 43,350.00 43,350.00 39.155.20 39.155.20 37,477.10 37,4 .10 54.900.00
0 L L R B DOC _3,056.48 -2,668.20 -2,361AO -2,355.00 -3,133.00 -2,842.36 -2,992.08 -2,85&.80 .2,863.60
0 L B Dwt 562,242.42 582,739.55 608,951.35 661,330.71 678,590.60 734,622.80 720,524.75 755,208.74 784,668.32 616,528.40
ALTERNATE C ~ North Ballfield Un~Daved
3, ue 0 NC NG, L -1 L.S. ~1.405.00 -21,405.00 16.234.00 -16,234.00 14,805.00 -14,805.00 16,000.00 -16,000.00 17,500.00 -17,500.00 15.997.00 -15,997.00 17,150.00 -17,150.00 17.337.60 -17,337.60 17~ 148.80 -17,148.80 ., -7,500.00
-1 L.S. 7,840.00 _7,840.00 4,731.00 _4,731.00 4,415.00 -4,415.00 4.600.00 -4,600.00 5,000.00 -5,000.00 4,593.00 _4,593.00 4,915.00 -4,915.00 5,040.00 -5.040.00 4,923.20 -4,923.20 " -5,000.00
, -1 5ET 350.00 -350.00 650.00 -650.00 500.00 -500.00 600.00 -600.00 650.00 -650.00 1.000~OO -1,000.00 1.000.00 -1,000.00 1.010.24 -1,010.24 1,072.00 -1,02.00 , . -350.00
-, EA. 750.00 -1,500.00 1,009:00 -2,018.00 508.20 -1,016.40 900.00 -1,800.00 850.00 -1,700.00 000.00 -1,800.00 1,000.00 -2,000.00 1,615.04 -3,230.08 964.80 -1,929.60 -1,600.00
, C 0 e A 0 -3137 C.Y. '.75 -11,763.75 ,SO -7,842.50 3.70 -11,606.90 7.00 -21,959.00 1.50 -4,705.50 5.00 -15,685.00 6.95 -21,802.15 5049 -17,222.13 2.90 -9,097.30 ., -26,664.50
3 e " -110 C.Y. 18.00 -1,980.00 37.00 -4,070.00 14.15 -1,556.50 33.00 -3,630.00 46.00 -5,060.00 ss.oo -6,050.00 "AS -4,119.50 48.16 -5,297.60 23.80 -2,618.00 -3,300.00
3. G ON L L -1 L.S. 6.750.00 -6.750.00 8,532.00 -8,532.00 8.795.00 -8,795.00 16,000.00 -16,000.00 14.500.00 -14,500.00 7,570.00 -7,570.00 4.500.00 -4,500.00 7.991.12 -7,991.12 4.824.00 -4.824.00 -14.000.00
3h GR"" 5 -21 EA. 356.50 -7.486.50 210.00 -4,410.00 245.30 -5,151.30 225.00 -4,725.00 245.00 -5,145.00 210.00 -4,410.00 238.00 -4,998.00 249.76 -5,244.96 239;10 -5.021.10 , . -5,250.00
, -. EA. 380.00 -3,420.00 285.00 -2,565.00 299.20 _2,692.80 2,740.00 -24,660.00 300.00 _2,700.00 200.00 -1,800.00 285.00 _2,565.00 304.64 -2,741.76 291.60 -2.624.40 ~2,700.00
J .1.05 Ae. 1.44D.OO _1,512.00 2,500.00 -2,625.00 3,255.00 -3,417.75 4.000.00 -4.200.00 3,100.00 -3,255.00 2;500.00 -2,625.00 3,165.00 -3,323.25 2,576.00 -2,704.80 2,680.00 -2,814.00 -2,625.00
-0.46 Ae. 4.900.00 -2,254.00 2,600.00 -1,196.00 7.500;00 -3,450.00 4.000.00 -1,840.00 6,500.00 -2,990.00 3.000.00 -1,380.00 8.000.00 -3,680.00 2.800.00 -1,288.00 2,680.00 -1,232.80 . U -920.00
3 e 05 5 -1. EA. 45.00 -720.00 47.00 -752.00 49.50 -792.00 46.00 -736.00 SO.OO -800.00 100.00 -1,600.00 110.00 .1,760.00 56.00 -896.00 69..70 -1,115.20 -56.00
3m 0 ~362 S.Y. 7.00 -2.534.00 13.60 -4,923.20 735 -2,660.70 10:00 -3,620.00 6;50 -2,353.00 7.50 -2,715.00 11.90 -4,307.80 12.44 -4,503.28 T.90 -2.859.80 -3.620.00
3n e 5 GG G -114 TON 12;75 -1,453.50 13.83 -1,576.62 10.90 -1,242.60 14.00 -1,596.00 18.00 -2,052.00 18.50 -2,109.00 16;70 -1,903.80 17.48 _1,992.72 9.10 -1,037.40 ,. -1,710.00
0 -7.5 S.Y. 40.00 -300.00 37.00 -277.50 45.00 -337.50 3.00 -22.50 37:00 -277.50 33.75 -253.13 35.00 -262.50 2520 -189.00 41.30 -309.75 ,. _187.50
0 N e e -71,268,75 -62,402.82 -62,439.45 -105,988.50 -68,688.00 -69,587.13 -78,287.00 -76,689.29 -58,627.35 -75,483.00
0 w. e 494,030,15 523,004.93 548,873.30 557,697.21 613,035.60 666,305.49 645,080.10 681,511.53 728,897.77 543,909.00
otes:
anned Quantity tlaSls or Measurement
{e Compacted Vo ume
C. AC
C. .-CUBC
-
. . -
. . .
S. .- 00
S. .- QUARE YARD
V. .- e 00