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SUPERSEDES EXAMPLE RELEASED 10/ 30/ OIi Dist I COUNTY I ROUTE I Tri-?lLT PMJsflcT l5HNEJ.TI sTHOETlh
I I I I I N ...
~ 0 '?~ofE.SSJolV.., N
-~ REGISTERED CIVIL ENGINEER DATE ,:f '1,
' X I~ c:. I) TABLE TITLE: -~z
1111:1' ~ No .l ~ PLANS APPROVAL DATE \ "' . "' ' FT=43, TX=12, WT=O, LV=60, CO=0 ,cc Exp. __ II-.._
THE SUMMARY OF QUANTITIES HAS TWO MAIN FUNCTIONS: THE STATE OF CALIFORNIA OR ITS OFFICERS J' CIVI U) 1. Summarizes items that are 9eneral 1¥ shown on the I The ee l I AC=QSHEET in the CTCELLIB.cel l Table Tit le is to be placed outside and °!!tl~~J[~iJA~~ t/J,pfiT:xrsn7ilfcfltEO 'It~°" CAL,~, ...
COPIES OF THIS PLAN SHEET. -Layout sheets or Construct I on Deta I I sheets. is avai lable to use as a template to above the table (not enc losed in the table). C 2. Summarizes totals from some of the various other
set up quantity tab I es. The title of a table shou ld encompass simi lar I\ w
quantity sheets. items of work (i .e. ROADWAY ITEMS or DRAINAGE u, >- QUANTITIES) . Specific items of work should be OJ avoided in the title of a table. cc
w w ..J f-<( w D a:
GENERAL INSTRUCTIONS: COLUMN TITLES " AND UNITS OF I-
X MEASUREMENT: QUANTITY w 1. As much as cfeossible group slmiliar type items together. TABLE TEMPLATE Items inclu ed on the Summary of Quantities sheets FT =3, TX=8. 75, w are usually grouped by the type of work or the location WT=2, LV=60, ----c::
~ ::c of work. Upper Case u,
2. If the same bid item is shown on different types except for Std of plan sheets (i.e. Layouts, Drainage, Stage abbreviations
~ LINE WIDTHS FOR THE TABLE:
Construction, Structure plans, etc.), the " rand Total" ~ u, is usually summarized on the Summary of Quantities Exterior border; sheets. ~
~ WT=2, LV=60, C0=0 w -3. If a bid item is shown on different sheets, then the
~ Horizontal I ine separating headings I-
quantity total is to be on a separate row, l abeled as 0 or unit ca l louts; -..... I >- >- "Subtotal." The "Grand Total" for that bid item I-
~ / WT=1, LV=60, C0=O I-Do, OJ w should then be shown on the Summary of Quantities. u >-o D w z <Cw w ~ Horizontal lines separating rows; _jz "" 4. Headings for all "Bid Items" must match the description c:: ::::l(O u ..... WT=0, LV=60, C0=0 cc u-_JV) w for the bid item shown in the Bid Item List. The total Cl <CW I
project quantity for an item needs to correspond to the '\EA , LF I ::::, UD u ~ • VecHo>I Ii"" s.,.-oHog rol"'oo; quantity shown in the Bid Item List. / WT=1, LV=60, C0=O C,
X ,I V .. ,,_,Ii••"""'"'"')""''·· 5. Use the same number of decimals for the same bid item / Grand Totals or subtot als; LL
a:: (same degree of accuracy for entire column). The / / '-WT=1, LV=60, C0=0 0 0 decimal point (period) is to line uh wi thin the column, ALL TEXT IN TABLE: / ,) V) making it quick and easy to see t e quantities . / ;: / / a:: FT=3, TX=7, w For quantities that total into the ten-thousands,
~ ► 0.. WT=1, LV=60, C0=0 FROM HERE TO THERE NB 1 24.6 / "' / ::::, use a comma. A comma may be used for quantities SPACING BETWE EN ROWS: V)
that total into the thousands. If a comma is used, Upper Case except for FROM THERE TO HERE SB 1 104.7 I" / (for single I ine of t ext) a: _J standard abbreviations <( apply it to al I columns within that specific table. "'- / cc z Use 14 feet between rows 0 '----- V ---- :IE f- 6. "Speciality Item" is no longer to be used to identify
---------------
I so half the height of the u a bid item. text is above and be I ow :IE z
I the text for each row. ::::,
---------LL
"Final Pay" is only to be identified on the Bid Item List. ----- I ::::, Final Pay is not to be mentioned anywhere within the --------:::-- ' u, contract p I ans.
SU~TOTAL ----------
129.3
~ SPACING OF ROW:
:z 7. Excavation and Embankment quantities are to be / TQTAL ~
- 2 ( for Tota I or Subtota I 0 0 and Units of Measure) ;:: summarized in the same manner on the Profi I e Sheets
X -< and the Summary of Quantities sheets. These quantities
~ -I- are the actual unadjusted values. For rows showing tota ls and a: a::
0 SUBTOTAL, units of measure, use 18 feet. w a.. V, GRAND TOTAL Text size for summary :z The Grand Total for Embankment should account for any headinq is 8. 75 feet. Instead z -< OR TOTAL: a:: shrinkage or swel I ing of the Roadway Excavation. Use of making row 17 .5 feet, round I- a se~rate row in the earthwork quantity table to TEXT JUSTIFICATION: to 18 feet. w LL iden ify any Subsidence quantity, if it is applicable to FT =3, TX=8. 75, c., 0 I- the project. WT=2, LV=60, Left-Center (LC) for location or :z LL.I 8. For retaining wal Is or sound wal Is, the quantities for description column SPACING OF ROWS: N ::::::E I- each wal I is to be I isted -.-,ith the sheets for each (with 2 or more I ines) ~ a:: Center-Center (CC) for units of -< wal I. If there is more than one wal I of the same ttpe ' a.. "' LL.I within the project (common bid items), then summar ize measure For 2 I ines: ca lculate 7 feet 0.."' c:::, -< N
the bid items for the wal Is on the Summary of twice, plus half the height I••
Ritt-Center (RC) for quantity ~~ I Quantities sheets. above and be I ow, and ha If the AA
va ues ( so the dee i ma I or comma height in between I ines. II 11
-< e If some wal Is are included In the Structures portion will line up) Cc z i L,J L,J
of the PS&E submittal, In addition to the roadway Total would be 24.5 feet. >- >->- >-a:: submittal I incl Ude a cross reference note saying there Round up to the nearest 2 foot Oo 0 ...J...J LL are additional wal Is in the structures plans. r increment (26 feet). a. a. ::; """" X -< GENERIC SUMMARY OF QUANTITIES SHEET,
BASIC INFORMATION FOR TABLES ON Q-SHEET >-::,; <-CJ C >-
LL SUMMARY OF QUANTITIES zO 0 80
~ I LL.I e ;:;o I--< t Q-1 ~o I- ~ I V, !:!o Jo
BORDER LAST REVISED 7/2/2010 I USERNAME => s116122
I RELATIVE BORDER SCALE 0 1 2 3
I UNIT 0000 I PROJECT NUMBER & PHASE 00000000001 DGN FILE -> SummaryofQuant it i es Generic Sheet. dgn IS IN INCHES I I I I I I I