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cityofnovi.org EXHIBIT A FEE PROPOSAL CITY OF NOVI ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION UPGRADES We the undersigned propose to furnish to the City of Novi services consistent with the Request for Qualifications dated January 11, 2007 and Request for Proposals dated February 6, 2008, respectively. Design fees will be paid on an hourly basis for actual work performed to a maximum as proposed. A separate fee schedule is being provided should the City request additional work on an hourly basis. Project 2008 Sanitary Lift Station Upgrades - Bellagio and Napier Phase Design Phase (not-to-exceed fee) Construction Phase Construction Cost Estimate (by engineer for fee determination): $ ..... _ .-J1L% of Construction Cost (from estimate above) TOTAL ESTIMATED* FEE Total Fee $ 14,400 $ 16,700 $ 31,100 *Total Estimated Fee consists of a not-to-exceed design phase fee (which includes geotechnical costs if applicable) and a fixed percentage construction phase fee which is used to estimate an approximate fee amount based on the cost estimate above. The actual construction phase fee will be established when the project is awarded to a contractor by multiplying the fixed percentage provided and the bid price of the successful bidder. PLEASE TYPE: Company Name: Orchard, Hiltz & McCUment, Inc. Address: 34000 Plymouth Road, Livonia, MI 48150 Agent's Name: John J. Hiltz, P.E. Agent's Title: Vice President Agent's Sign,ture, Telephone Number: E-mail Address:[email protected] Fax Number: 734-522-6427 Date: February 21, 2008
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Page 1: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

cityofnovi.org

EXHIBIT AFEE PROPOSALCITY OF NOVI

ENGINEERING SERVICES FOR2008 SANITARY LIFT STATION UPGRADES

We the undersigned propose to furnish to the City of Novi services consistent with the Request forQualifications dated January 11, 2007 and Request for Proposals dated February 6, 2008, respectively.Design fees will be paid on an hourly basis for actual work performed to a maximum as proposed. Aseparate fee schedule is being provided should the City request additional work on an hourly basis.

Project

2008 Sanitary LiftStation Upgrades ­Bellagio and Napier

Phase

Design Phase (not-to-exceed fee)

Construction PhaseConstruction Cost Estimate (by engineer for fee

determination): $ .....1~9~Q..,..O!.lolO~Q _

.-J1L% of Construction Cost(from estimate above)

TOTAL ESTIMATED* FEE

Total Fee

$ 14,400

$ 16,700

$ 31,100

*Total Estimated Fee consists of a not-to-exceed design phase fee (which includes geotechnical costs if applicable)and a fixed percentage construction phase fee which is used to estimate an approximate fee amount based on thecost estimate above. The actual construction phase fee will be established when the project is awarded to acontractor by multiplying the fixed percentage provided and the bid price of the successful bidder.

PLEASE TYPE:

Company Name: Orchard, Hiltz & McCUment, Inc.

Address: 34000 Plymouth Road, Livonia, MI 48150

Agent's Name: John J. Hiltz, P.E.

Agent's Title: Vice President

Agent's Sign,ture,~-?'~

Telephone Number: 734-522-671~E-mail Address:[email protected]

Fax Number: 734-522-6427

Date: February 21, 2008

Page 2: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

Construction Cost Estimate

Project: 2008 Sanitary Lift Station Upgrades· Bellagio and NapierCity of Novi Michigan

Work: Improvements at Bellagio and Napier SanJlary Lift StationsConceptual Estimate

Date:Project No.Current ENR:Reviewer:

OHMEnginc~nng Ad'Ji~ors

211812008RFP

8094.28S. Wright

Pay Item Quantity Units UnitS Total

Bellaglo Pump Station Improvements

1 General Conditions (7% Construction Cost) 1 LS $6,933.50 56,933.50

2 Mobilization 1 LS $5,000.00 $5,000.00

3 Bvoass Pumoino 1 LS $5,000.00 $5,000.00

4 Wetwell Cleanina 1 LS $3,000.00 $3,000.00

5 Submersible Pumps, Guide Rails, Lihina Chains and Brackets' 2 EA $13,000.00 $26,000.00

6 Mullijrode Level Sensor" 1 EA 51,500.00 $1,500.00

7 MulliSmart Coni roller" 1 EA $6,500.00 $6,500.00

8 Valve Chamber Hatch with Fall Protection' 1 EA $5,000.00 $5,000.00

9 Panel Enclosure (upsize for SCADA)' 1 EA $6,000.00 $6,000.00

10 Pump Guide Rails, Lih Chain,Bracket, Installation 3 EA $5,000.00 $15,000.00

11 Controller Installation I LS $4,200.00 $4.200.00

12 Natural Gas Generator 1 Ea $19,000.00 $19,000.00

13 Generator Installation 1 LS $2,850.00 $2,850.00

14 Electrical Improvements 1 LS $13,000.00 $13,000.00

15 Upgrade to 480 Voll Electrical Service 1 LS $6,000.00 $6,000.00

16 Access Drive Improvements for Vactor Truck 1 LS $3,000.00 $3,000.00

17 Landscaping Replacement 1 LS $500.00 $500.00

18 Natural Gas Service Allowance 1 LS 52,000.00 $2,000.00

Subtotal Bellagio Pump Station Improvements $130,483.50

Contingencies (15%) $19,572.53

Total Construction BUdget Bellagio Pump Station Improvements 5150,056,03

Napier Road Pump Station Imorovements

1 General Conditions 17% Construction Costl 1 LS $2,264.50 $2,264.50

2 Mobilization 1 LS $5,000.00 $5,000.00

3 Natural Gas Generator 1 Ea $19,000.00 $19,000.00

4 Generator Installation - Eauipment Pad 1 LS $2,850.00 $2,850.00

5 Electrical· Installation 1 LS $3,500.00 $3,500.00

6 Natural Gas Service Allowance 1 LS 52,000.00 $2,000.00

Subtotal Napier Road Pump Station Improvements $34,614.50

Contingencies (15%) $5,192.18

Total Construction Budget Napier Pump StaUon Improvements 539,806.66

Subtotal Both Project Improvements $165,098.00

Continaencv (15%1 $24,764.70

TOTAL CONSTRUCTION COST 5189,862.70

, Items Part of Kennedy Industries, Inc. Qoulation 2/19/2008

Page 3: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

KENNEDY INDUSTRIES, INC.P.O. BOX 809 4975 TECHNICAL DRIVE

TO:

~I I L FOR D, ~I I CHI G A N

TRANSMITTAL SHEET

1-'1t0~[:

4 8 3 8 1

SHERRI \'(fRJGHTr.O~II'i\NY:

OH1'vIRIC:

NOVI - BELLAGIO P.S., NAPIER

STEVE SADLERD ..\1'[:

2/20/2008

D URGENT X ('OR ltL,\'IEW

Sherri,

D PLE,\SC CO~l~(I~NT D PU:,\SE REPLY o PI.E,\SJ:: RECYCLJ::

FoUmving is our selection and budget pricing for the above project:

BELLAGIO P.S.

Two (2)

Two (2)

One (1)

One (1)

One (1 )

FLYGT explosion proof submersible sewage pumps, Model NP-3127, 4" discharge, 10 HP, threephase, 460 volts with 100' of motor and sensor cable.

Guide rail bases with 4" discharge elbows, stainless steel guide rails and ss lift chain.

Aluminum hatch - wet well- with Flgyt "Safe-Hatch".

Aluminum hatch - valve chamber.

Low profile, freestanding, intrinsically safe duplex pump control panel in Nema 3R aluminum,dead front enclosure. Panel includes Sq. D. Nema rated starters, circuit breakers, l'vIultitrodeMultismart pump controller with motor protection, CT's, intrinsically safe back-up float circuit,5 KVA transfonner, panel heater, alarm dialer and panel mounted alann and power on lights.Space provided for future SCADA equipment.

One

One

Two

One

(1)

(1)

(2)

(1)

Alarm dialer - mounted in above enclosure.

Multitrode submersible level probe.

Non-mercury type float switch with 100' of cable and support bracket.

Start-up assistance.

NET BUDGET PRICE INCL. FRT, NO TAX: $ 45,000.00

PHONE: 248.684.1200 - FAX: 248.684.6011EMAIL: [email protected]

Page 4: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

KENNEDY INDUSTRIES, INC.

GENERATOR

One

One

One

(1)

(1)

(1 )

CUMMINS/ONAN 29 KW permanent, on site, natural gas stand by generator in weathetproofhousing, residential muffler, block heater, controls, battery and charger.

Automatic transfer switch, 125 Amp, in N ema 3R enclosure.

Start up assistance.

NET BUDGET PRICE INCL. FRT, NO TAX: $ 19,000.00

The pumps at the Napier Road station are 10 HP. Generator sizing and prices are the same for both stations.

Above pricing does not include concrete, site work or installation, piping or valves. If you have any questions orneed additional data, please caU.

Thanks,

Steve Sadler

2

Page 5: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

PRODUCT TYPE

NP3127.180 HTCURVE NO ISSUE

63-488-00-3755 1

hpIMPELLER DIAMETER

215 mmA MOTORTYPE STATOR REV

A 21-12-4AL I 12YSER 10-FREQ. IPHASES VOLTAGE POLES

rpm60 Hz 3 460 V 4

kgm2 GEARTYPE RAllO.-. I ._.

~

~00-

Ii:<!:r:(f)

oj<

[ft]I--+-+--+-+--t---t-~I--+-+-_+-+--+-+----i-__j_-+-_+-+-_t

-~~~~- ~+---t~-t"'==-j--t--t----f--+--t--+----j--t--t---t--+--t---t----il--t--t---t ~ u:

'u LLu::: wlli u

+--+--+--jI---+---t---1--+--+--t----+--+---JI---+----t---+--t----+--+--j----J:1~

~ C?w 0

~____l._---L-_'--__'__L---'-_--'---_L_-L-___'_---L-_'--__'__-L..-_____'__-L-___'_---L-_'---' 6 fFLOW[USgpml HEAD[ftl POWER (hp] EFF. [%] NPSH[ft] 0 oj<

501 50.2 8.7 62.2 (73.3) 12.6NPSH RE

~d-~-t-f-------+--+---+--f--I------I---I--t--+----\-+--+---I-I-t----ll--t 40

~70 +--t--t--p...,;:-\--t----f---+--t---t----j--t--j--t--+--+-.-t----jl--t----t 35 r 0..

"' ...........~r---.. EFF

60 -+---t--+---+-+---+---I--"""'=:+--f---+-+---+--t--~--+-___t--t------l--t-___t30 [%]r---.....

10-r11-1111-111---t--rT=t::=~r=t=-t-111_I--

----~

[hpj

P~ PERFORMANCE CURVE

0::: 8UJS 60 i--c..

4

-e>

DUTY POINTs:BEP

[ftl

80 r--.....

DATE PROJECT

2002-02-041I1·LOAD 3f4-LOAD 1I2·LOAD MOTOR SHAFT

10POWER .....MOTOR COS PHI 0.89 0.87 0.81 STARTING

64MOTOR EFFICIENCY 83.5% 85.0% 84.5% CURRENT ...RATED

GEAR EFFICIENCY -.- - .- CURRENT ... 13COMMENTS INLET/OUTLET RATED

1735-/100 mm

SPEED .....TOT.MOM.OFINERTIA ... 0.054

NO. OF2BLADES

80

70

50

60

5

30

20

10

o[USgpm]

/

900

CURVE

800700600

FLOW

500100 200 300 400

460 GPM @ 45' TDH

40 +---+--+--+--+-r-+---+--t-"'/'--tt--t---j-+-"'-..--f'~-+--+------p.<-/---+----t20I .................... /

vv -.:/ "20 +--+--t--74--:>-L.i/I---+-+--+--+--t---t---I----+----I--t--t---+----+~1__t 10 40///

'---30 ---

s: RISK OF SEDIMENTATION AT VELOCITY BELOW 0.6 mls(Point (5) show risk In a 100 mm pipe)

................o 50 +---t--+---jf---+---+-_+-+---+---+-..........~--1--t--j-_+-+---~--+---j----r25~ ~,I

CURVES SHOW PERFORMANCE WITH CLEAR COLD WATER

Page 6: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

N..3127

Section 3 Impeller/Motor/Nominal Sizes Issued: 5/02 Supersedes: 8/00

PUMP IMPELLER HP RATING

MODEL CODE NP I NS I NT I NZVAC 01 02 03 04

421 LT 10.0 10.0 -- -- 8" 6" 8" --422 LT 7.5,10 7.5,10 7.4 7.4 8" 6" 8" a"

3127 438 MT 10.0 10.0 -- -- 200 468 4,6" 4,6" 6"

30 439 MT 7.5,10 7.5,10 7.4 7.4 230/460 468 4,6" 4,6" 6"

• 487 HT 10 10 -- -- 575 4" 4" 4" .-

-- 488 HT 10 10 -- -- 4" 4" 4" --489 HT 7.5,10 7.5,10 7.4 7.4 4" 4" 4" 4"

PUMP IMPELLER HP RATING

MODEL CODE NP I NS I NT I NZVAC 01 02 03 04

NZNT

LT= High Volume MT= Standard HT= High Head

422 LT 7.5 7.5 -- -- 8" 6" 8" --3127

439 MT 7.5 7.5 230 4,6,a 4,6" 4,6"10

-- -- .-

489HT 7.5 7.5 -- -- 4" 4" 4" --

Page 7: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

/

CP/NP-3127

Section 4 I F~ I Outline Dimensions IIssued: 8/02 Supersedes: 11/00oons

ACCESS COVER

/

~ REF. L1NE@

(CLEAR INSIDE EDGE)

TYPICAL SIMPLEX

TYPICAL DUPLEX

l Gt:+,+,3t -t=H-~ I 4"

2" GUIDE BAR (2x) ~(SCHEDULE 40 PIPE) ~J!L(NOT BY ITT FLYGT, CUT ~ I

TO~~?~z~~T'::S'Y~1 .1

1

J-J~OWER CABLE ~, ~~TE;~ ENDS OF GUIDE

I I \:'~ .-./lMl§nHuMIN. LIQUID LEVEL 2. ~~:~ESENTS CLEAR

F E<Dj

INSIDE EDGE OF ACCESSI T c:::J 1::::l=T FRAME OR OPENING.

I .L~"·"·:"·:::::;:;lr;:;::/··~"··.1. J 3. SEE STATION DWG.2'~ rn:';-:-:'~:'~;r:':':':':' ~ J T- b?MRENC~~~§:TE INSTALLATION

NOM.TYPE VERSION

WEIGHTCLBS)

~ REF. L1NE@ SIZE PUMP DISCH

L-l ~ -l > 3" CP SH 325 804" CP/NP HT 325 80

DISCH. -t+-t C 4" CP7NP MT 340 80~-+-'---

D +r ~ * 6" CP/NP MT 340 120

-1 B r-.:: t DIA. ANCHOR** 6' CP7NP MT 340 120

8" CPiNP IT 325 14511" CP7NP MT 315 145

VIEW [1J-rn BOLT (4x)* WITH 4" DIA. INLET

ALL DIMENSIONS IN INCHES** WITH 6" DIA. INLET

TYPENOM.

VERSION DIMENSIONAL CHARTSIZE A B C D E F G H J K L M N P R S T U V

....... CP .")" SH 2~ 10 8 4 10i 15: 9 ~ 2~ 3~ 16~ 2st 6* 7 ~ 8* 38~ 19 11 2f 17

CP/N 4" HT 2i 10 8 4 1O! 15% 10 25 3* 16% 28~ 7~ 91 81 391 19 11 2% 20

" CP/N 4' MT 2i 10 8 4 101 15% 10 26 3 16i 28~ if 8! 8! 391 19 12 2~ 20

* CP/N 6" MT 41 11 10 5 14! 17: 11 26 si 16% 28~ 8~ 8~ 8 41i 19 15 21 22

** CP/N n MT 41 11 10 5 14~ 17i 11 26 41 16% 28~ 71 8~ 81 41i 19 13 2! 22

CPiN R" LT 5! 11 10 s 15 17% 12! 26~ 41 18~ 3~ 7! 10 8~ 45% 20! 14 21 22

"- CP/N 8' MT 5! 11 10 5 15 17% 121 26 41 161 2~ 71 8~ 8* 44 19 13 2* 22 .)

Page 8: ENGINEERING SERVICES FOR 2008 SANITARY LIFT STATION …

Section 6

C/N-3127

Electrical Data Issued: 8/02 Supersedes: 7/02

Motor DataRATED RATED

OUTPUT FULL LOCKED LOCKED LOCKED ROTOR INPUTPOWER VOLTS LOAD ROTOR ROTOR CODE LETTER POWER

HP (kW) 0 NOM. AMPS AMPS KVA KVA/HP kW POLES/RPM

200 29.0 173

10.0 (7.5) 230 26.0 15060 G 8.9 4/17453

460 13.0 75575 10.0 60

200 30.0 258 89 K

11.0 (8.2) 3230 26.0 192 76 H 9.8 2/3495460 13.0. 96 76 H575 11.0 85 85 J

PUMP EFFICIENCY POWER FACTORMOTOR

HP 100% LOAD 75% LOAD 50% LOAD 100% LOAD 75% LOAD 50% LOAD

>10.0 84.0 85.0 84.0 0.87 0.85 0.77

11.0 83.5 84.0 82.5 0.93 0.92 0.88

Cable Data

HP VOLTS MAX. LENGTH FT.CABLE SIZE/ CONDUCTORS PART

NOMINAL DIA. ~N ON ECABLE} NUMBER

(3) 8 AWQ (PWR)

10.0 200 165 8/3·2·1·GC (2) 10 AWQ (CTAL) 94210828.2mm (1.11 ') (1) 8AWQ (GND)

(1) 10 AWG (GC)

230 135(3) 10 AWG (PWR)>10.0 460

10/3-2-1·GC (2) 12 AWG (CTAL) 942106535 21.3mm (0.84") (1) 10AWG (GND)575 870 (1) 12 AWG (GC)

200 150 (3) 8 AWG (PWR)

11.0 230 200 8/3·2·1·GC (2) 10 AWG (CTRl) 942108460 795 28.2mm (1.11 ') (1) 8 AWG (GND)575 1,175 (1) 10 AWG (GC)


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