HomeMy WebLinkAboutDCVR-LCMF-15DESIGN CLARIFICATION/VERIFICATION REQUEST
CONTRACTOR: Hankal Construction, Inc.
PROJECT: Unalakleet Bulk Fuel
Upgrade
SPEC. NO.:
DC/VR NO.: LCMF-15
CONTRACT NO.: REG-06-088
DRAWING NO.: C-12 UVEC Dike
Rev
DESCRIPTION OF REQUEST:
Upsize the containment dike at UVEC Power Plant per attached C-12 Dike
Rev drawing and sketch detail.
Cost breakdown for the change as per attached Hankal Construction,
Inc. Change Request #4.
ATTACHMENT: YES® NO[] CHANGE ORDER: YES® NO❑
IF YES PROVIDE RFP: See attached
WRITTEN BY: Egor Esi o
--;--
APPROVED BY
:
Daniels
RESPONSE:
RFP REQUIRED: YES
BY:
NO
Hankal Construction, Inc.
Hankal Construction Change Request #4.
DATE:
DATE: 06-01-07
DATE: 06-01-07
This is NOT an authorization for additional reimbursement or time
extension. Authorization of such can be made only by the owner through a
change order in accordance with the contract documents.
DCVRFORM
NOTES
HRR - - HRR
4S HRS -
�r
FO
UNALAKLEET
TOWNSI TE
PLAT 87-11
-\LUUL OF ROAD
\ BEACH ROAD EAST
-J------_—_—___—_—CENTERLINE OF RIGHT_OF-WqY \
1. LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON LIMITED AS -BUILT
DRAWINGS. FIELD VERIFY ALL LOCATIONS BEFORE CONSTRUCTION.
INSTALL NEW TANK ON NEW CONCRETE RING WALL. INSTALL NEW DIKE LINER
UNDER TANK AND CONCRETE RING WALLS. EXTEND PRIMARY LINER TO TOP OF
RECONSTRUCTED DIKE WALL.
- _ FOR LARGE SCALE PIPING PLAN SEE Q(SIMILAR)
HRR & HRS HRR & HRS --- "--
TO SCHOOL TO BALER NEW 4"0 UVEC PIPELINE FROM BULK
HRR BUILDING FUEL TANK FARM, ADJUST EXACT W
- - - - - - HRR �_�_HRR HRR LOCATION OF PIPELINE AS NECESSARY z
EDGE OF ROAD - Ham- - - N 73_53'S4" E HRR TO AVOID EXISTING BELOW GRADE UTILITIES
-HRS HRS HRS 147.18 - - - - - - - - HRR HRR - HRR V
\ ` HRS HRS HRS o HRS HRS - C HRS
{BOTH/E OH/E-„3� OH/E - - \� y / \ _ _ _ - _ - - _ \
=SOH/E _ - _ OH - - - - - - - - - - - -� 4+00!'
OH
- FO
IrIG
/
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NIA
WATER
MAIN
UNALAKLEET
TO WNSI TE
PLAT 87-11
3 FROM
WATER
PLANT
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�i T T __--SEMENT - - - - �/ -OH/E
FO FO FO FO _ - - - _ T I ! I \ CATHODIC /
FO I - PROTECTION - \ I \ \
\ I FO FO ��'r'3FE'h1�4fp0� 1 \ FO \ \ \ \ w w
\ I \ AT 700' ff C.
\ UNALAKLEET
1 \ \ \ I I1
\\I 10' BELNSITIOOTO WNSI TE
FROM PLAT 87-11
\ POWER PLANT TO ABO IIND
FINISH FLOOR
ELEVATION = 13.3' I \ PROVIDE PIPE S PPORTS A \ I I I I II I I I
12• \ 1 MAXIMUM OF 10. ON CENTER, e \ I I I I I I I
\ I SUPPORT FROM UILDING AND 14 \ I I I I I! 1 I I
I/ FROM GROUND TIMBERS
CONNECT NEW 2"0 SCHEDULE 80 PIPING TO
EXISTING 2"0 PIPING INSIDE POWER PLANT
CONNECT EXISTING 314"0 COPPER HRS// UNALAKLEET
AND HRR JACKET WATER TO NEW INSULATED \ I I I I / / / Iy TOWNSITE
E
AND HEAT TRACED FUEL SUPPLY PIPING. 3+00 1 I I I I / / / /I PLAT 87-11
EXISTING
INSULATE AND HEAT TRACE 2"0 1 DOOR P.P. 11 • I I I / / I
POWER PLANT FUEL SUPPLY PIPING M_5 FIRE 1 10,I
5
EXTINGUISHER 11 I I I 15' /
1 I I I I l\\\
PIPE SUPPORT 2 1 I I I I \\\\ GCI
(TYPICAL) _14 CONTROL I 1 I I I I \\\\
PANEL I I I I I \\\\ I
14.0
PROVIDE 12"X8"
Z TIMBERS PRESSURE T REA E ATEACH END
ATT
ND / Nh 1 I I I I \\ \\ \\\ �\
I
3 \14 - AND AT ALL SUPPORT POINTS NIN / I I I I \\ \\ \ \
/U I , PREMANUFACTURED
o _ DIKE ACCESS STAIRS
C49
53. 0' TANK #PP1 63.0'
(51.0' MINIMUM)
(51. 0' MINIMUM) 0 89,000 GALLON 7.Ot
DIESEL No. 2 N CENTERLINE OF TEE
3 / _ (25'-2"0 x 24'-0" HIGH)
I �4.�
3.0
ICHAIN LINK
FENCE MAN GATE
\\ \\ \ \ SUMP C_519 //\
4'018SCHEDULE
L80 ABOVE
O) GROUND PIPING(TY _CAL F 2(SIMILAR)
RELOCATED UVEC SPILL 2_ 72. 0NSE CONTINGENCY C19 3 137
CORNER POST FUEL TANKNSTALLRSTOPROE TAN, ION THREE 6x6x1S0PRESS RE
TREATEDTIMBER
liI IIIII1
\
\
\I
\ \\
11
3 (TYP.)
13.4 8.0' SATELLITE DISH
- - - - - - - - - - - - C-219 (TYP.) (36'0 x 24"-0' HIGH) I I
1 \ \ \
LINE POST _
- - \ (TYP)
CONSTRUCT NEW 72' X 40' 74- _ = i I II
- _ \ STEEL CONTAINMENT DIKE WALL I 1 \ 1 I! ^ 1 I I II
AND FENCE TO MATCH EXISTING
\ \ 14 FUEL TANK I I \\ SHED
h C, 9 88,600 GALLON
FUEL TANK
I \ / 88,600 GALLON (25.25'OX23'-8" HIGH)
15 I I \ - I- - - - (25.25'0 X 23'-8" HIGH) I / / SHED
I _
it I PROPERTY CORNER ,/L
��/,0 10' 20'
N 249819.69 14"E 352181.35 / �.----12' _ if"/ / _-_-' i'i'
- - - 1 - - S 7233'18"W - - - - -- - _ - - --- 10i-J=--===i -SCALE IN FEET-
1 1 - - - - - -
UVEC POWER PLANT TANS SITE PLAN
C-12 SCALE: 1" = 10'
UNALAKLEET
TO WNSI TE
PLAT 87-11
TO FIRE
SPRINKLER
RISER
WAS
T
HEAT
UTILIDOR EXISTING -
DOOR P.P.
5.0'
6 BOLLARD
C-18 (TYPICAL OF 3)
EXISTING REMOTE
RADIATOR
2
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DRAWN BY: EE
CHECKED BY: JD
DATE: 05/31/07
JOB NUMBER: 05-756
SCALE: AS SHOWN
DRAWING TITLE:
UVEC DIKE REVISION
SHEET: OF
C-12
Ha kaa CGms�rudion, Inc.
550 W. 54t1i Avenue
Anchorage, Alaska 99518
(907)563-5719
General FAX: (907) 562-6496 Industrial
May 22, 2007 Fax: 273-1830
REG-06-088
LCMF, hie.
615 E. 82nd Ave. Ste 200
Anchorage, AK 99518
REFERENCE: UNALAKLEET BULK FUEL UPGRADE
ATTENTION: JOE DANIELS
SUBJECT: CHANGE REQUEST 4 — UPSIZE CONTAINMENT DIKE AT UVEC POWER PLANT
Gentlemen
The following is a cost breakdown for Change Request No. 4
I. LABOR
Superintendent
12 ME @ $107
$
1,284.00
Operator
16 MH @ $94
$
1,504.00
Welder
3 MH @ $91
$
312.00
Laborer
65 MH @ $82
$
5,330.00
Laborer (fence)
40 MH @ $82
$
3,280.00
Expediter
5 MH @ $45
$
225.00
Subtotal 1: $
11,935.00
I.I. EQUIPMENT
Excavator
'/x day @ $900
$
450.00
L-70 Loader
1 %a day @ $500
$
750.00
Compactor
1 day @ $225
$
225.00
Welding Truck
'/a day @ $300
$
150.00
Flat Bed
'/2 day @ $150
$
75.00
Crew Transport Pickup
1 week @ $400
$
400.00
Subtotal II: $
2,050.00
III. MATERIALS
Cooley L1023
2000 sf @ 1.95
$
3,900.00
Non -woven Geotextile
500 SY @ 0.914
$
457.00
Freight for above
630 lbs @ $1.00
$
630.00
Bedding Sand
24 cy @ $43.50
$
1,044.00
Select Fill
50 cy @ $42.00
$
2,100.00
Fuels
50 gal @ $5.00
$
250.00
Subtotal III: $
8,381.00
Z
IV. OUTSIDE SERVICE
Seaming Technician 2 days @ $750
RT Airfare 1 @ $420
Other Expenses 2 days @ $150
Subtotal Item IV:
Total Items I,11,111 and IV:
Overhead & Profit @ 17%:
Subtotal:
Bond @ 1.5%:
Subtotal:
Insurance @ 2%:
Total:
GRAND TOTAL:
We request a one (1) week extension of contract time for completion of this work.
$ 1,500.00
$ 420.00
$ 300.00
$ 2,220.00
$ 24,586.00
$ 4,180.00
$ 28,766.00
$ 431.00
$ 29,197.00
$ 584.00
$ 29,781.00
$ 29,781..00
If you have any questions or require additional information, please contact the undersigned at your earliest
convenience.
Sincerely,
Dave Shellenberger
Project Manager
2
05I1812007 09:18 907-562-7003 POLAR SUPPLY CD PAGE 01/02
r Polar Supply Co. a dlvlslon of
E-Malk sgordner@polarsupply.corn
Spenard Builders Supply
Web Slle: www.polarsupply.com
300 E. 54th Ave,
Dale: 5/16/2007
Anchorage,AK 99510
To: Henkel Gonsl
Main Phone: (907) 563.5000
Attn. Dave Shellenbur9or
Main Fax; (907) 581.1050
Rona: 563.5719
Alternate Fax: (907) 562.700
Fax: 562-8496
"Quality Products for Quality Projects"
U nalaklee# Change
Order
MATERIAL ESTIMATE
We are Pleased to Quote the followlnsl matsrials for the referenced Project:
Bid Item
Material Desetiptlon
Approx.
QuantityUnit
Unit
Lbs. Per
Unit Price
Extended
Price
F.0,13, Point
Apprux.
Availability-
Availability—
Goolev L1023 Black Urethane Membrane 58' x 34.5'
Goole
2000
5F
0.19
$1.950
$3 900.60
Polar Yard
2.3 weeks
P rop ax BO1 Mon -Woven Gealextile 15' x 300' rolls
0
SY
0.50
$0.914
Polar Yard
5locked Item
Please Note., -z-r549 �6$
coo Ie
�630 16;
The altached "Standard Terms and Condiiigns" are a pars of Ns quotation
Steve Gardner
Geotechnlcal I Environmental Division
Polar Supply Co.
I! you have any technical queslions please call Steve Gardner a1 907.646.4715
The Geolechnical 1 Environmental Division fax number is 907.562.7003
Accepted
Page t at 2
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