HomeMy WebLinkAbout15-Development Services
0,.. '.."'>'" 'L
hl\'dl~ti
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Dept: Development Services
Subject: Authorization to execute Change
Order No. Two to contract with Pyramid
Building & Construction for the Installation
of a Wall along Mountain A venue between
39th Street and 40th Street.
MCC Date: 02/20/2001
From: James Funk, Director
Date: February 5, 2001
File No. 1.7157
Synopsis of Previous Council Action:
06/06/99 Allocated $100,000 in the 1999/00 CIP for Mountain Ave. South of 40th St.-Remove
sandbag wall and replace with barrier.
06/19/00 Adopted Resolution No. 00-134 awarding contract to Pyramid Building & Construction
for Construction of Street Improvements on Mountain Ave between 39th Street and 40th Street in
the amount of $93,262.45 and authorized the Director of Finance to amend the FY 99/00 budget
and transfer $20,000 from 129-367-5504-7158 "Palm/Baseline-20th rehab pavement (co-op
w/Highland)" to 129-367-5504-7157 "Mountain Ave. south of 40th St.-remove sandbag wall and
replace with barrier"
Recommended Motion:
1. That the Mayor and Common Council authorize the Director of Finance to amend the
2000/2001 budget and transfer $29,000 from Account No. 129-367-5504-7156 "Street
ImprovementslSafety Improvements - Citywide" to Account No. 129-367-5504-7157
(Mountain Ave. South of 40th St. - Remove Sandbag wall and replace with barrier); and
2. Approve Contract Change Order No. Two to contract with Pyramid Building & Construction
for the Installation of a Wall along Mountain Avenue between 39th Street and 40th Street
resulting in a net increase in the contract amount of $40,952.94. ~~
James Funk
Contact person: Michael Grubbs. Field Engineer
Phone:
5179
Supporting data attached:
Staff Report, Change Order
Ward:
4
$40,952.94
FUNDING REQUIREMENTS:
Amount:
Source: (Acet. No.) 129-367-5504-7157
Acct. Description: Mountain Ave. South of 40th St. - Remove
Sandbag wall and replace with barrier.
Finance:
Council Notes
:lj:1lJjOJ
Agenda Item No. JS
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Staff Report
Subiect:
Authorization to execute Change Order No. Two to contract with Pyramid Building &
Construction for the Installation of a Wall along Mountain Avenue between 39th Street and 40th
Street and authorization for the Director of Finance to amend the 2000/2001 budget and
transfer $29,000 from Account No. 129-367-5504-7156 "Street ImprovementslSafety
Improvements--Citywide" to Account No. 129-367-5,504-7157 (Mountain Ave. South of 40th
St. - Remove Sandbag wall and replace with barrier).
Backl!:round:
On June 19, 2000, the Mayor and Common Council awarded a contract to Pyramid Building &
Construction for the Installation of a Wall along Mountain Avenue between 39th Street and 40th
Street.
The purpose of this project was to replace an existing sandbag wall that was installed along the
West Side of Mountain Avenue between 39tthStreet and 40th Street during the late 1970's as an
emergency measure to protect adjacent residential properties from being flooded during major
storms. The sandbag wall was later gunited and was left in place as a flood protection device.
The wall had begun to crack due to age and had generally exceeded its life expectancy. Many
citizens complained that the sandbag wall detracted from the beauty of the neighborhood.
During construction it became apparent that certain changes to the contract were necessary to
provide a product acceptable to the local residents. The previously approved Contract Change
Order (CCO) #1 and the proposed CCO #2 are described below.
CCO #1 was approved by the Interim Director of Development Services. That change order,
in the amount of $1,750.00, compensated the contractor for removal of seven (7) additional
trees which was necessary to construct the wall.
As described in the attached change order, CCO #2 resulted in significant changes to the
original project design. These changes were the result of a neighborhood meeting held in
October of 2000, involving the residents, the Mayor's Office, Staff, and the Council Office
which was held to address neighborhood concerns that had arisen after the construction began.
As a result of the meeting, the plan was modified to delete the curb & gutter, sidewalk, and the
Type "A" curb (modified) with handrail, and replace it with a 6" thick, solid grouted, 6 foot
high masonry wall.
At this point, the old sandbag wall had already been removed and, with winter approaching,
the residential properties along the west side of Mountain A venue could potentially have been
exposed to flooding if a major storm occurred.
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Staff Report - continued
In order to protect the property owners from flooding and potential liability on the part of the
City, Staff directed the contractor to proceed with the proposed construction of a 6-foot high
block wall that was acceptable to all involved. Due to cost considerations and objections by
some of the neighbors, the sidewalk was deleted from the project.
As a further complication to the project, Southern California Edison Company (SCE), at the
request of the Public Services Department, removed 10 large Palm trees along the west side of
Mountain A venue at no cost to the City. These trees were damaging overhead power lines and
creating a potentially dangerous situation. In addition, Staff consulted with neighborhood
representatives who ultimately agreed with the decision to remove the Palm trees.
Unfortunately, SCE's contractor left holes approximately 10 feet in diameter and 14 feet deep
at each of the 10 locations where Palm trees were removed. Given that SCE was under no
obligation to remove the Palm trees, and in fact would have preferred to keep trimming them
indefinitely, the trees were removed at the City's request and SCE felt no obligation to re-
compact the holes in preparation for the wall construction. Therefore, it was necessary to
authorize Pyramid Builders to proceed on a time and materials (T &M) basis to fill the holes
prior to start of construction of the 6-foot concrete block wall.
Please see the attached Change Order for further details of this Change Order No. Two
MODIFICATIONS TO THE ORIGINAL BID
Due to modifications to the character of the project, certain items in the original bid were
reduced in quantity or deleted entirely. These modifications have resulted in a reduction in
contract cost of approximately $69,575.29. The estimated revised contract cost is as follows:
Original Bid Amount..............................................................$ 93,262.45
Savings due to ModifiedlDeleted Items....... ............... ....... ...... ..... ($ 69,575.29)
Increase due to CCO #1 - Remove 7 Additional Olive trees ..... ...... ... $ 1,750.00
Increase due to CCO #2 - Install 6' Block Wall, Pill
Holes and Install Asphalt Concrete Pavement........................ $110,528.23
Revised Contract Amount (approximate)...................................
$135,965.39
Approved Delay due to shutdown for re-design
09/12/00 throul!h 10/29/00
Additional working days due to Change Order 72 Workinl! Davs from re-start
CITY OF SAN BERNARDINO - REOUEST FOR COUNCIL ACTION
Staff Report - continued
Financial ImDact:
All costs incurred for this project are chargeable to Account No. 129-367-5504-7157
(Mountain Ave. South of 40111 St. - Remove Sandbag wall and replace with barrier). The net
cost of this change order in the amount of $40,952.94 plus the amount of CCO #1 of
$1,750.00 equals a net increase in the contract amount of $42,702.94. This net amount
exceeds the contingency amount of $13,989.37 which was approved by the Mayor and
Common Council as part of the contract award. Therefore, we are recommending the transfer
of $29,000 from Account No. 129-367-5504-7156 "Street ImprovementslSafety Improvements
_ Citywide" to Account No. 129-367-5504-7157 (Mountain Ave. South of 40111 St. - Remove
Sandbag wall and replace with barrier) which will cover that amount exceeding contingencies
and additional inspection costs incurred due to the changes.
Recommendation:
1. That the Mayor and Common Council authorize the Director of Finance to amend the
200012001 budget and transfer $29,000 from Account No. 129-367-5504-7156 "Street
ImprovementslSafety Improvements - Citywide" to Account No. 129-367-5504-7157
(Mountain Ave. South of 40111 St. - Remove Sandbag wall and replace with barrier); and
2. Approve Contract Change Order No. Two to contract with Pyramid Building &
Construction for the Installation of a Wall along Mountain Avenue between 39111 Street and
40111 Street resulting in a net increase in the contract amount of $40,952.94.
DEVELOPMENT SERVICES DEPARTMENT
'"
300 North "D" Street. San Bernardino. CA 92418-0001
Planning & Building 909.384.5057 . Fax: 909.384.5080
Public WorkslEngineering 909.384.5111. Fax: 909.384.5155
www.ci.san-bernardino.ca.us
CONTRACT CHANGE ORDER NO. TWO
FILE NO. 1.7157
DATE: FEBRUARY 5, 2001
PROJECT:
CONSTRUCTION OF STREET IMPROVEMENTS ON
MOUNTAIN AVENUE FROM 39TH STREET TO 40TH STREET
TO:
PYRAMID BUILDING & CONSTRUCTION
P.O. BOX 3306
VICTORVILLE, CA 92393
GENTLEMEN:
You are hereby compensated for performing the additional work as follows:
DescriDtion of Chanf!e Additional Cost ~
Item 1: Add the Following Item per attached proposal by Contractor. $ 82,387.50
Insta1l6-inch thick concrete block wall including three 5' high x 5'
wide tubular steel gates per plans find specifications dated
10/19/2000.
Item 2: Add the following Item per attached T&M report. Excavate $14,208.73
and re-compact 10 holes approximately 10 feet wide x 14 feet in
depth on a Time and Materials basis. The cost s!1own is based on the
measured time and materials used to accomplish the work.
Item 3: Delete Bid Item #5 "Asphalt concrete Pavement (4" thick)"
20 tons at $191.00 per ton and replace with Item #5R "Asphalt $ 13,932.00
Concrete Pavement (4" thick)" 154.8 tons at $90.00 per ton.
Total Added Cost Due to this Change Order $110,528.23
CCO #2 Pyramid Builders
Page 2 of 4
Modifications to the original bid Items: Estimated Increase
(Savings)
A. Item 5 - Asphalt Concrete Pavement (4" Thick) ($ 3,820.00)
B. Item 6 . PCC Curb and Gutter Type "B" - Reduce quantity ($ 16,140.48)
from 830 LF to approximately 48 LF (exact amount will be
determined bv measurement):
C. Item 7 - PCC Curb Type "A" - Delete Item 7 in its entirety. ($ 20,124.00)
C. Item 8 - PCC Sidewalk, Case "A", Width 4'.0" -Reduce ($ 9,015.81)
quantity from 3,825 SF to approximately 84 SF (exact amount
will be determined bv measurement).
D. Item 10 - Metal Hand Rail, Type "A" - Delete Item 9 in its ($ 20,475.00)
entiretv. This item is included in the cost of the 6' Wall.
Estimated total savings due to this change order. ($ 69,575.29)
NET ADDED COST DUE TO THIS CHANGE ORDER $ 40,952.94
JUSTIFICA nON:
Item 1: The original design of this project called for an 8 inch curb & gutter, a 5 foot wide
sidewalk, and ai' -6" high Type "A" curb with a handrail on top to replace a gunited sandbag
wall which was constructed in the 1970's as a flood protection measure.
After construction began, residents adjacent to the project raised objection to the removal of a
number of trees along the west side of Mountain between 39th Street and 40th Street. A handful
of Olive trees and several Palm trees had already been removed at the time the neighborhood
complaints began. A neighborhood meeting, involving the residents, the Mayor's Office, Staff,
and the Council Office, was held to address the concerns. As a result of the meeting, the plan
was modified to delete the curb & gutter, sidewalk, and the Type "A" curb (modified) with
handrail, and replace it with a 6" thick, solid grouted, 6 foot high masonry wall. See attached
contractor proposal to perform this work.
Item 2: Although there were initial objections to removal of any of the trees along the west side
of Mountain Avenue, it was found during the neighborhood meeting, that the majority of
residents were not concerned about the removal of the Palm trees. The Palms were regarded as a
nuisance due to falling fronds and rat nests. Additionally, the trees had been severely "topped"
by Southern California Edison Company due to interference with overhead power lines.
Further, the City's Public Services Department voiced concern that the Palms would be difficult
to maintain after the 6 foot high wall was built. Because of that concern Public Services
Department authorized Southern California Edison to completez remove a total of ten additional
Palm trees along the west side of Mountain Avenue between 39 Street and 40th Street.
CCO #2 Pyramid Builders
Page 3 of 4
Because ofthe tree removal, 10 holes approximately 10 feet wide by 14 feet deep were left along
the west edge of Mountain A venue in the same alignment as the proposed 6 foot high masonry
wall. Southern California Edison's landscape contractor who removed the trees was unable to
properly backfill and compact the holes and, instead, just pushed the excavated material back
into the holes. Therefore, it was necessary for the City to authorize Pyramid Builders to re-
excavate the holes and properly backfill and compact the material in accordance with Public
Works Standard Specifications. Due to the uncertainty of the amount of work involved, the
contractor agreed to perform the work on a time and materials basis in accordance with Section
3-3 "Extra Work" of the Standard Specifications. See attached time and materials (T&M) report
for the period October 31, 2000 through December 8, 2000.
Item 3: The original bid included an item for 20 tons of Asphalt Concrete Pavement at $191.00
per ton. This item was intended to compensate the contractor for patching the pavement around
the proposed new curb and gutter. Due to the change in design to a 6 foot high block wall with
no curb and gutter and the requirement to replace additional pavement due to the removal of the
Palm trees (see Item 2), the quantity of Asphalt Concrete Pavement increased from 20 tons to
154.8 tons. Under the provisions of Section 3-2.2.1 of the Standard Specifications, increases or
decreases in excess of 25% of the original bid quantity require a change order and is subject to an
adjustment in the unit price. Due to the substantially increased quantity of Asphalt Concrete
Pavement and the change in character of the work required to install the pavement, the contractor
agreed to decrease the unit price from $191.00 per ton to $90.00 per ton. Staff feels this is a fair
and reasonable price for the extra work necessary to supply and install the Asphalt Concrete
Pavement for the revised design.
MODIFICATIONS TO THE ORIGINAL BID
Due to modifications to the character of the project, certain items in the original bid were
reduced in quantity or deleted entirely. These modifications have resulted in a reduction in
contract cost of approximately $69,575.29. The estimated revised contract cost is as follows:
Original Bid Amount. . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . ..
Savings due to ModifiedlDeleted Items................................. ....
Increase due to CCO #1 - Remove 7 Addit. Olive trees ............ ....
Increase due to CCO #2 - Install 6' Block Wall, Fill
Holes and Install Asphalt Concrete Pavement.....................
$ 93,262.45
($ 69,575.29)
$ 1,750.00
Revised Contract Amount (approximate)...............................
$110,528.23
$135,965.39
Approved Delay due to shutdown for re-design
09/12/00 through 10/29/00
Additional working days due to Change Order
72 Working Days from re-start
date of 10/30/2000
Estimated New Completion Date
February 16. 2001
'Feb 06 01 11: 53a
P~~amid Con~t~uotion
760-949-8480
ID,9ill9394S1$$
PAGE
p.2
5/l4
FEB-0'!S-01 09:33 FROM:C5B PUaLIC WORJ(S DIVISION
ceo 112 Pyramid 8uild4':ts
Page 4 of 4
Title:
"
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES
Approved
By:
James Flink
Director. Development Services
Department
Date:
PYRAMID BUILDING &: CONSTRUCTtON
CONTRACTOR
Accepted
By;
Dale::
z j, 10 J
- .
Approvtd By City Council
MCC Agllnda llem No.
Dale: Approved
. -. .. .. ~
760-949-8480
p.l
Oct 17. OO~02~35p P~~amid Const~uetion
SAN BERN. CITY OF PUBLIC WORKS
300 N. D. ST. 3RD FLOOR
SAN BERNARDINO, CALIF.
909-384-5111
909-384--S15.~
Pyramid
Building & Construction
:t i ton. It 11I1, till...
BIPLOC N R IIOCI!i03-P
DATE: 10117/00
MOUNTAIN/39TH ST IMP
ATTN MIKE GRUBBS
CHANGE ORDER
MOUNTAIN/39TH ST
SAN BERNARDINO
PAGE10FI
lI!1M
DESCRIPTION
OUANTITY UNIT
UNIT COST FXTENSION
1 PLACE '" BLOCK WALL AS PER PLAN AND S
LESSCURBANDWALL"8" TALL ~
97S LF
5
84.so 5 82,387.so
Z ABB PeR III.NBICAP JlMIP
1 U
S I,500AIU S
1,1Cl1111O ;-;-e/..-&';
h_h" hhlnO~
,B,ct:
NOTE: 10 HOLES 10' X 14' IN DEPTH WILL BE DONE ON TIME AND MATERIAL BAStS + 15% FOR
OVERHEAD AND PROFIT. RATES WILL BE rAXED WITH CHANGE ORDER f4 . ALSO, ALL EXTRA
WORK WILL BE DONE AS PER UNIT PRICE GIVEN IN ORIGINAL PROPOSAl
~ (..V)'tU.. 70 t3~ INsrl"fl..l.EO P=J2 rrr.?rC~ ~1'ItL. .~
8~337..S'll
$ lB 8'7'.58
TOTAL AMOUNT OF CHANGE ORDER
TIlE FOlLOWING PROPOSAL INCLUDES LABOR, EQUIPMENT, MATERIALS, FRElGHr AND TAXES. PRICES ARE B1DAT
tletlUNIBN,tlet1 PIlEVJ\Ul~t~~IS<lOODFOR30DAYS FROM ABOVE DATE. C#t.Irt&tc:1' "j!E1l/VI PffS
PH~IIIt--IIK:; Wf/G?€? . .
WEAPPRECIATE TIlE OPPORTUNITY TO BID ON YOUR WORK.
PYRAMID BUUDING.l CONSTRUCTION
SANBERN.crrYOFPUBLICWO~
ACCFYrF.DB~ VI 0 OO~
.....1A423 MAIN ST., HESPERIA, CA., 92345 * TEL. 760-949-8560 * FAX 760-949-8480 0 I~ 2
JOHN GARRISON
Oct 1? 00 02:36p
P~ramid Construction
760-949-8480
p.2
Pyramid
Building & Construction
RATE SHEET
DESCRIPTION
WHEEL LOADER WI OPERATOR
SKIP LOADER WI OPERATOR
WATER TRUCK
BLADE WI OPERATOR
D - 6 DOZER
613 SCRAPER
623 SCRAPER
TRUCKING SEMI-END DUMP
BACK HQE WI OPERATOR
FOREMAN WI TRUCK & EQUIPMENT
OPERATORS ONLY
LABORS ONLY
GRADE CHECKER
WATER BABY 500 GALLON
AMOUNT PER HR
$ 125.00 PER HR--'-----' ._n -----------
$ 85.00 PER HR
$ 60.00 PER HR
$ 105.00 PER HR
$ 145.00 PER HR
$ 125.00 PER HR
$ 145.00 PER HR
$ 70.00 PER HR
$ 105.00 PER HR
$ 55.00 PER HR
$ 45.00 PER HR
$ 30.00 PER HR
$ 45.00 PER HR
$ 20.00 PER HR
14423 MAIN ST_, HESPERIA, CA, 92345 * TEL. 760-949-8560 * FAX 760-949-8480
:}ITY OF SAN BERNARDINt,
MOUNTAIN AVENUE WALL
CONTRACT NO. 10076
REVISED WALL DESIGN
CCO #2 - 10/19/2000
"S@3~"
faer/CAL
(j C.L. .
-.
. ,
-
-
,
'. .
\
UPC~CI'fP
~If 8MlCtJ~
6" THICK
CONCRETE BLOCK
SOLID GROUTED
'(
.
:Z~
:5:!l
'. -
... .....
0000
I I
# 'I C4NT. in (g
,
.... ... -
, ;
.
.
. .-
,
· It
1 t
- ....
...
.
.
. -
,
,
,
,
I ,_.,~
~ (11/1'.
...
,
"
,
,
,
H5"~.3;1" L
/Z."
2'-6"
~
1. No additional trees shall be
removed.
2. Paint wall "Tan" on both sides.
3. Install 5 fI high by 5 fI wide tubular
steel gales at three locations
shown on plans. The gates and
hardware shall be coated with a
rust protective coating and painted
black.
4. Material Specifications:
A) fm = 1,500 psi
B) Fy = 60,000 psi
C) F'c (footing) = 2,000 psi
D) F'c (curb) = 2,500 psi.
5. Replace pavement 1" thicker than
existing (minimum thickness = 4',
6. 'Transitions at the north and south
end will be laid out in the field by
the Field Engineer.
21'-6"
;~ ..
TO \ SURVEY
"
AI€cU /f,c. ,P,lMimGNr, /"1,,-/..Jf 7'1'I'k_
. _ _ _C6R~-m'6- fkcf1€tlT
o
VJI..K (..~,P8> fiLL
S7f!!t? f7, D ...,."..t,- fett-
/17rffcfff?D !)!?rlllt-
i'
1
I
--r
I f
1 I
---1-'
1:1 L!
OP1l0NAL
CORNER
SHAPE
I.
TOl' elf" FOOliNG
ElLVA TICN
1.2 1ft (4'-0' Uti. BOND BfAU
ANO~
EXIEN9~ lor EDGE
TYPE 2 00 J
FOOliNG _
ELEVA TION
AUCEUS - ..- p
AND SOND BEAMS SHALL BE GROUTED
sauo. 61D mm (2'-)
~ MIN. LAP (TYP.)
~
SINGLE REINFORCING BARS SHALL
BE CENTERED IN CEUS. oaJBLE
ROWS OF REINFORCING BARS
SHALL HA lot: lHE RElNFORCENEN T
PLACEO IN EACH FACE.
CORNER DETAILS
flo~m
(24")
115M (14)
~ 010 mm
'""" (24")
SONO
BEAM
UNITS
115M (14) EACH
FAa AS
BOND
BEAIot
LIMITS
(12")
1 CllUlSE I4IN.
. COURSES UAll.
SPREAO FOOTING
'NPE 2 AND J
BOND BEAM DETAIL
PUCE FlU HEIGHT
RONF"ORCDlENT EAOf
SlDE CE EXPANSlOH
.JOlNr CHANCE IN HeCHT.
Cfl END CE WollL
AI'PROX.
f1NSI(O
(;R0IJNl
.,
JOO mm
(IZ")
TRENCH FOOTING
.I:lfi....1
FOOTING STEP DETAILS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
REINFORCED CONCRETE BLOCK WALL
STANDARD P1.AN
MErRIG
601 - 1
SHEEr 2 OF 4
~.
GENERAL NOTES
I. GROUND UNE TO BE AT 1HE SAllE ElEVATION ON BOTH SIDES CJ' THE WALL
WAll SHAll NOT BE USED TO RETAIN EARM
2. DISTANCE OF THE FOOliNG FROII DESCENDING SLOPE SHAll BE PER UBC SEC. 2907(d)J
PER AGENCY REQUIREMENTS.
J. AlL CONCRElE SHAll BE POURED IN ACCORDANCE WITH SSPWC SECT. J00-3.3.
4. SPECIAL INSPEClION IS NOT REQUIRED FOR WAllS.
5. PROlllOE FUll IIORTAR BED AT lHE BOTIOII or lHE ARST COURSE AND 0111 T
NORTAR m \{RTICAL JOINTS OF ARST COURSE.
6. FOR TYPE or BLOCKS, BONO PI. TlERN AND JOINT ANISH, SEE PLAN.
7. YttlEN BLOCKS ARE LAID IN STACKED BooD, CONlINUOUS JOINT REINFORCEMENT
SPACED AT 1.2 m (4'-0") O.c. SHALl BE PR01IIDED IN AODITloo TO THE BONO BEAN
RElNfORCEl.tENT. LOCAlE RElNFORCEUENT IN JOINTS THAT ARE APPROXlIIA TE
NIDPOINT BmeN BooD BEAIIS.
8. GROUT AlL CELLS. .......... ..~..-r;!IP-IIJ- r.-~ -
9. HORIZooTAl .aNTS SHALl BE TOOLD CONCAVE OR WEATHERED. \{RTlCAL JOINTS
SHAll BE TOOLED CONCAVE OR RAKED. WEATHERED AND RAKED JOINTS ARE NOT
PERlAITTED FOR SLUlAPED BLOCKS.
10. HOllOW NASONRY UNITS...ASlM C90, GRADE N, rtPE lORn, NORI.tAR VtEJGiT
UNITS WITH IIAX1I1UII UNEAR SHRINKAGE OF o.06~
MORTAR ... 1:0.05: 4.5 PORTLAND CENENT:UME:SAND RAllO
GROOT..... 1:3:2 PORTlAND CEUENT:SANO:PEA GRAVEL RATIO
. , r c=14 IAPa (2,000 PSI)
60
11. REINFORCING SHALL BE tR'il;; lie (GRADE 401, AND LAPPED A IAINIMUN 40 BAR OIl..
UNLESS NOlED OTHERWISE PER SSPWC SECTION 201-2. JOINT REINFORCING WIRE
SHAlL BE PER 1.5TII 1.82.
12. USE TABULAR INFORMATION FOR THE NEXT HIGiER "H" FOR INTERIlEOIAlE WAll.
HElGiTS THAT ARE SEMEN THE "H"s GIVEN.
13. BOND BEAlIS SHAll. BE PLACED AT TOP Of WAll AND SUBSEOUENll Y SPACED NOT
TO EXCEED 1.2 m (4'-0") O.C. BElOW.
14. THE BlOCK WAlL SHAlL BE CONSTRUCTED IN ACCORDANCE'MTH SSPWC SEC. 303-4.1.
15. CONCRElE SHALL BE 295-C-17 (500-C-2500) PER SSPWC SECTION 201-2.
16. DIIIENSlONS SHO'Ml ON THIS PLAN FOR IAElRIC AND ENCUSH UNITS ARE NOT
EXACllY EQUAL VALUES. IF NElRIC UNITS ARE USED, All VAlUES USED FOR
CONSTRUCTION SHAll BE UETRIC UNITS. IF ENCUSH UNITS ARE USED, ALL
AlL VAWES USED FOR CONSTRUCTION SHALL BE ENCUSH UNITS.
AMERICAN PUBLIC WORKS ASSOCIA nON - SOUTHERN CALIFORNIA CHAPTER STAHlIARO PlAN
METRIC
REINFORCED CONCRETE BLOCK WALL 601 - 1
SHEET 4 OF 4
Jan
..
31 01 01:00p
P~ramid Construotion
760-949-8480
p.2
()(.1ober 31. 2000: Excavation, backfill and compaction where tree roots were removed
foreman $ 55.00/hr 4 Hrs. $ 220.00
Laborer $ 30.00ihr. 4 r In;. $ 120.00
Backhoc $ :l:l.46/hr. 4Hrs. $ 89.34
Operator $ 45.00/hr. 4Hrs: $ 180.00
Compact;cm Wheel $ 11.881hr. 4Hrs. $.. 'U.S2.
$ 657.36
November 1.2000: EXl;llvaliull. backfill and oompaction where tree roots were removGd.
Foreman
Laborer
Backhoe
Operator
Compaction Wheel
Water Truck
$ 55.00ihr.
$ 30.00lhr.
$ 22.46/hr.
$ 45.00/h....
$ 11.88/hr.
$ 25.00lhr.
8 1ll'S.
8Hrs.
8 Hrs.
SIIrs.
8Hrs.
8 Hrs.
November 2. 2m Backfill and compact
Foreman
Labuct:r
Backhoe
Operator
Compaction Wheel
Water truck
$ 55.00/hr.
$ 30.00/hr.
$ 22.46/hr.
S 45.00/hr.
$ 1 I. 881hi.
$ 25.00/hr.
8Hl'S.
anTs.
8Hrs.
grilli.
SHrs.
8 Hls.
November 3. 2ooU: Hackfill and compact
Foreman
Laborer .
Backhoe
Operator .
Compa"tion Wht:C1
Water Truck.
:& 55.00Ihr.
$ 30.00/hr.
$ 22.46/hr.
$ 45.00/hr.
$ 1 1. 88/hr.
$ 25.00/hr.
6 Hrs.
6 Hrs.
6Hrs.
6 l-1rs.
6 Ifrs.
6Hrs.
$ 440.00
S 240.00
$ 179.68
$ 360.00
S 95.04
L.1.00.00
$ 1,514.72
$ 440.00
$ 240.00
S 179.68
$ 360.00
$ 95.04
$ 200.00
$ 1,514.1:.1.
$ 330.00
$ 180.00
$ 134.76
$ 270.00
$ 71.28
$ 150.00
$ 1,136.04
RO. Box 3306 . Victoruille, CA 92393 · (760) 949-8560 . Fax (760) 949.8480 .
-_.
Jan 31 01 Ol:OOp
P~~amid Con5t~uction
November 6. 2000: Backfill and compact
Backhoe
Operator
Second Operator
Skip Loader w/Operator
Compaction Wheel
Water Truck
$ 22.46/hr.
$ 45.00/hr.
S 45.00/hr.
$ 14.84/hr.
S 11.88/hr.
$ 25.00/hr.
8Hrs.
8Hrs.
8Hrs.
8Hrs.
8Hrs.
4Hrs.
December 6. 2000: Compact bottom of footing for block wall.
760-949-8480
p.3
$ 179.68
$ 360.00
$ 360.00
$ 118.72
S 95.04
$ 100.00
$ 1,213.44
Operator $ 45.001hr. 21h S 90.00
Laborers (2) $ 30.00/hr. 16 Hes. S 480.00
Overtime for (2) Laborers $ 45.00/hL 5Hrs . $ 225.00
Shcepstool Roller $134 72/day 2 Days $ 269.44
Water Truck $ 25.00/hr. 8Hrs. S 200.00
$ 1.264.44
December 7. 2000: Loading and haul off asphalt, concrete and debris.
S 26.44/hr.
$ 45.00/hr.
$ 30.00/hr.
$ 30.00/hr.
$ 8.9 I Ihr.
$ 67.oo/hr.
SHrs.
SHes.
16Hrs.
9Hrs .
8H~.
aHTS.
Backhoe
Operator
Laborers (2)
"'Laborers (2)
Dobcat
Trucking
Dump Fees
l:)WIlI' 1'\;." (1 Lu..d hC\!oh, b" Iv<ll8:. I;..<b NO TICKT:T)
"Working with loading
$ 211.52
$ 360.00
$ 480.00
$ 270.00
$ 71.28
$ 536.00
$ 51.00 DISALLOWED
$ (,55.00
$ 2,641:1.89 1,985.80
December 8. 2000: Loading and haul otf asphalt, concrete and debris.
Backhoe :& 26.44/hr. 8Hrs. $ 211.52
Operator $ 4S.oo/hr. 8 l-lrs. $ 360.00
Opcrdtor Overtime $ 67 .50/hr. .5/Hn. S 33.75
Laborers (3) $ 30.00/hr. 18 HIS. S 540.00
Bobcat $ 8.91/hr. aHTS. $ 71.:28
Trucking $ 67. OO/hr. 10.75 Hrs. $ 720.25
Dump Fees :& 507.00
S 2.443.80
.:Ian :31 01 01:00p
P~ramid Con5~ruc~ion
760-949-8480
S~.I!.\emjler 8 thn19ctobcr 3 I. 2000: Job changed due to the City of San Bernardino changing
the scope ofwurk.
Traffic Control
1 Month Rental
$ 625.10
Sub Total
15% Profit and Overhead
$ 1JJlHl.12
$ I.~ 51.56
TOTAL AMOUNT DUE:
SloiClhlCl8
.
Asphalt paVlOg 4" ThIck
154.8 tons@)$'JO.OO/ton
$ 13,932.00
$lA.A93.98
TOTAl.
p.4
12,355.42
1,853.31
14,208.73
28,140.73