Page 10 - ch9802b

DETAIL ESTIMATE SHEET
22-Oct-98

Description Qty Units Unit Mat'I Unit Labor Wage Labor Subs Total
Cost Cost Hours Hours Rate Cost
__ __ ____ _ _ _ ____ O _____ $0 _ $0 _ 0.00 _____ 0 __ $0 _____ $0 ______ $0 _______ $0
···-----···-· -· . ---· .. --- ... -·- ·--·· - ..
Top &_Btm_Slab___ 4.3 CY ____ __ $62 ------~_?_68_ 3.50 $56 $849 __ $0 ___ $1,117
SF $4 $240 0.25 ____ $56 $840 _ $0 $1,080
Re-bar 90 lbs $0.85 $77 · 0.02 1.62 $56 $91 $0 $167
---------------------------- -------- -· ··--·· -- -·······----- ----------·-·· -------------·· .. -·-····- ... ... .......... .. -
0 $0 $0 0.00 0 $0 $0 $0 $0
Concretre Walls 0 $0 $0 $0 $0 ·- $0
Ends 3 CY $62 $186 0.78 2.34 $56 $13 \ $0 $317
, Forms , 225 -------- $360 0.17 39.02 $56 $2,185 -· --------- _____________ ______ _
-- ·--- -$0 -·· - . $2,545
Forms
225 SF
$1.6
Re-bar 299 lbs $0.58 $17 4 0.01 2.394 $56 $134 $0 $308
. -- -------------
0 $0 $0 0.00 0 $0 $0 $0 $0
-------1---- ---------------· ----------------·--·
Bricks 945 EA. $0.65 $614 0.03 23.63 $56 $1,323 $0 $1,937
.. . ---------- ·--------------· ----
Mortar 11 CF $2.54 $28 0.00 0 $0 $0 $0 $28
0 $0 $0 0.00 0 $0 $0 $0 $0
--1----1-- ··--------
Steel Door 1 1 EA. $800 $800 4.00 4 $56 $224 $0 $1,024
Steel Door 2 1 EA. $800 $800 4.00 4 $56 $224 $0 $1,024
----· ----
0 $0 $0 0.00 0 $0 $0 $0 $0
-·-- ---·-·---- ·-- - ·-----··--·------·
Vessel 1 1 EA. $9,600 $9,600 33.00 33 $56 $1,848 $0 $11,448
--------- -·· ----·- ----- ------ ----------······--····-·--··
Vessel2 1 EA. $11,500 $11,500 33.00 33 $56 $1,848 $0 $13,348
$0 $0 o.oo o $0 $0 $0 $0
Stack 1 EA. $500 $500 0.00 5 $56 $280 $0 $780
--
0 $0 $0 0.00 0 $0 $0 $0 $0
-- ---- ---
Furnance 430 lbs $4 $1,720 0.04 17.2 $56 $963 $0 $2,683
·------- -------
Forms 60 SF $4 $240 0.25 15 $56 $840 $0 $1,080
·-·--··-···--- ---····-·-- ·-···-··-
Re-bar 90 lbs $0.85 $77 0.02 1.62 $56 $91 $0 $167
---- -- ··--------·----··
0 $0 $0 0.00 0 $0 $0 $0 $0
--------·- - -----------· -- ------------
Condenser Box 0 $0 $0 0.00 0 $0 $0 $0 $0
-- ------ -----·-······-----------
2x10 planking 3.9 bf $590 $2,276 0.00 0 $0 $0 $0 $2,276
---------------
2x4 studs 0.5 bf $550 $272 0.00 0 $0 $0 $0 $272
---------
Hardware 1 EA. $500 $500 0.00 0 $0 $0 $0 $500
2x10 planking 204 EA. $0 0.26 53.04 $56 $2,970 $0 $2,970
2x4 studs 85 EA. $0 $0 0.22 18.7 $56 $1,047 $0 $1,047
Concrete 6 cy $60 $360 1.00 6 $56 $336 $0 $696
·······-------···--·
Forms 362 SF $4 $1,448 0.25 90.53 $56 $5,069 $0 $6,5 18
Re-bar 50 lbs $0.85 $43 0.02 0.9 $56 $50 $0 $93
. ------·----··-···-··
0 $0 $0 0.00 0 $0 $0 $0 $0
·------- ----···-·-
Piping 110 ft $3 $330 0.15 16.5 $56 $924 $0 $1,254
----------· -·--·---·· -
Pipe Support rt_s 3 3 EA. $200 $600 3.00 9 $56 $504 $0- $1,104
$-0 $0 $0 0 $0 $0 $0 .. $0
Painting 600 SF $0.30 $180 0.04 25.2 $56 $1,411 ___ $0 $1,591
0 $0 $0 0.00 0 $0 $0 $0 $0
•--------•·-- --------·----- ----------- · · · ·----
0 $0 $0 0.00 0 $0 $0 $0 $0
Sub Totals $33,192 432 $24,183 $0 $57,375
Tax 8.25% $2,738
Freight 5.00
CHEVRON MAKES NO WARRANTY, $1,660
Sub total IMPLIED OR EXPRESSED, AS TO THE $61,773
1----------------------·--·
ESTIMATES PROVIDED HEREIN.
Contractor Profit & OH 10.00% CHEVRON STRONGLY SUGGESTS THAT $6,177 $67,950
THE CITY OF SANTA CLARITA SHOULD
1----------------·--·-----------
Engineering MAKE IT'S OWN DETERMINATION AS TO $12 231 $80,181
THE SCOPE OF WORK NECESSARY TO $0 .. ---- . ------·
Company Cost 0 ACCOMPLISH THE GOAL SET FORTH AND $16 $80,181
Contingency ----···· .. 20.00% 036 $96,217
THE COST OF SUCH WORK. '