Rough Estimate
January 18, 2023 | Author: Anonymous | Category: N/A
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LABOR ESTIMATE: 1) Con Concre cretin ting g of plain plain flo floori oring ng 2 men pou pourr 1.2 1.2 cu. cu.m. m. con conc.! c.!"a# "a# 2) Concreting of reinforcement flooring 2 men pour .$% cu.m. conc.!"a# &) Conc reting of c ol. ' (eam 2 men pour . cu.m. conc.!"a# %) *i *ini ni+, +,in ing g of fl floo oori ring ng -r -rou oug, g,)) 2 me men n fi fini ni+, +,e+ e+ 2 +/ +/.m .m.! .!"a "a# # ) *ini+,ing of C0B oint+ 2 men fini+,e + %2 pc+.!"a# ) 3la+tering of C0B 2 men pla +te r+ $ +/.m.!"a# ) La#ing of C0B 2 men la# 2 pc+.!"a # $) (ra4ing ol" R5C *looring 2 men (rea4 .& cu.m.!"a# 6) La La#i #ing ng of 7la8 7la8e" e" Til ilee %9 %9 %9 2 me men n la la# # 1 1 pc pc+. +.!" !"a# a# 1) 1) La La#i #ing ng of 7la8 7la8e" e" til tilee 9 9 9 2 me men n la la# # 2 pc pc+. +.!" !"a# a# 11) In ++tt al al la la titi on on of ;a ttee r C llo o ++ee t 2 m een n in n++ ta ta llll 1 55++ et et ; C C!! 2" aa# #+ 12) In+tillation of Laoo"en frame+ 1) *a(ricating ' In+tallation of 2 men fa(ricate" +,eet+ &29 129 7utter ?o>n+pout@ Ri"er Roll in+ta ll 7I +,e et+! "a # 1$) In+tallation of 7I pipe 1!2 29 2 men in+tall 2 lig,t+!"a# 1 6) 6) I n+t n+taa lla llati tio on of ?o oo o r+ r+ ' ;in in" "o o> > a am( m( 1 man man in+t in+taa ll ll & p c+. c+.2 2 9 9 9 9 1 1 9 9 or % (".ft.!"a# 2 )) In ++tt al al la la titi on on o f ? o oo or -C Co om p pll eett e o f 1 m an an i n+ n+ ta ta llll 2 p cc++. "o o orr! "a "a # 0inge+ an" no() 21) *a(rica tion of ?oor+-Ec lu"ing 3lanning of *rame+) 22) 3lanning Roug, Lum(er - Inc lu"ing Alignment) 2&) 3lanning Roug, Lum(er 1$9 or -Do Alignment) 2%) In+tallation of 3l#>oo" Boar" "a# 2) In+tallation of ;oo"en 3o+t or
1 man ma4e+
& pc+.!"a#
1 man plane+ 1 man plane+
% pc+. 2 % $or %$ (". ft.!"a# 1 pc +. 29 %9
2 men in+tall
12 (". ft.!"a# 1 +,e et+ %9 $9!
2 men in+tall+
pc+. %9 %9 129 6 (". ft.!"a#
2 ) ) I n+t n+taa llla lati tio o n o f ;o o" o" alo alou u ++ie ie++ ;in"o>+ ?OORS ;ID?O;S:
1 ma man n in+t in+taa llll
1) 3anel ?oor -Darra) 2 ) 3 aan n el el T T# #p e ?o or or --T Ta n ng g ui ui llee ) &) *lu+, T#pe ?oor %) Aluminum ++lli"ing ?o ?oor ->! 1!% 9 t,ic4 gla++ panel) ) Ste Steel el ;i ;in"o n"o> >@ Ca+e Ca+emen mentt T#pe
1m. 2.1m. 1m . 2. 2. 1 1 m 1m. 2.1m. 1.$m. 2.1m.
2 p cc+. +. & 9 9 % 9 9 o r 1$. ft.2!"a#
1!$9 1!$9 tt,4. ,4.gla gla++ ++ pan panel+ el+ - mea+ure reg" area)
) alou+ie ;in"o> ->! Alum. *rame+ ' gla++ (la"e+) ->! >oo"en frame+ an" (la"e+) ) Sli"ing ;in"o>+ ->! Alum.' 1!% t,in gla++ panel+) $) ;roug,t Iron 7rill+
EFCAGATIOD: Soil Soft Cla#
0an" Ec aor4 Cla # of 0e aa< or4 Roc4 1 man >or4
1. m&!$ ,r+ . M&!0R. .1 m&!,r. .&$ m&!,r.
.12 m&!,r.
ROO*ID7 ' 02O 3ROO*ID7: ) In+t+. A+(e+to+ Roofing In+t+. Aluminum or 7I Roofing In+t+. 7I 7utter K 2% Copper Cla ""ing Roof ?ec4 In+tall Mem(rane 02O 3roofing *a(ric ate 7I 7utte r+
1$ +,t+!"a# 1 +,t+!"a# 1 lf!m" 2 lf!m" 26 m2!m" 2.& +,t+!m"
RATE 3ER ITEM ;ORS: 1)
C ei ei lili ng ng : *rame In+talla tion 3l#>oo" In+tallation
2) *lu+, ?oor *rame Boar" 7lue *a (rication
1 man >or4
&) ?oor am( *a(rication In+talla tion
2 lum(er 1 carpenter 2 carpenter
%) Metal ?oor+ & Steel "oor >! K1 Cla""ing ' LCS C *rame+ K 12 of SOL* *a(rication 2 +teel man! >e l"er E/uipmemt 1 >e l"ing mac,ine )
Manual Manual C Clea leanin ning g ' 7ra( 7ra((in (ing g Cle aning Hn Hn"ergroun" ' tree+ Cle aning Hn"ergroun" ' +,ru(+
1.&& ,r!m2 1. ,r!m2 & 21 +f. &2. (f. 2 (f. .1 gal. 12 ,r.!pc!
Mec,anical C Co ompaction Common eart, Roc4 >! >! aac4,ammer
. m&!,r. .1 m&!,r. . m&!,r.
$) Bac4filling Common Manual 7raor4 1.2% m&!,r. .2 m&!,r.
6 ) M ec ec ,a ,a n niic aall Co mp mp ac ac ttii on on 3late Compaction
. m &0 &0r. 1$. m&!,r.
1 ) ) Spr Spr eeaa "in "ing g @ Ta m mp p in in g ' 7 rraa "in "ing g 1 ma man n > or or 4 11) E+c om(ro Ba c4filling 1 man >or4 12) 3lacing (in"er5 7raor4
2 . . 6 m2!,r. %.$ m&!,r. 6.% m&!,r.
*ORMHLA *OR ESTIMATID7 T0E COST O* A 0OHSE! BHIL?ID7 Multipl#: *loor Area 3 &@. 3 @. Min. co+t J 3 @!m @!m2 1&) Trenc,ing Trenc,ing ' Bac4filling of un"ergroun" piping u+ing Ecaor4 1 man >or4
1. L.M.!,r. . L.M.!,r.
1) A+p,alting 1$) 3e((le *ini+, 16) M Maar(le Sla(5 In+tallation 2) 1!% 2 $ Re" Bric4+ 21) 7la8e " Tile+ 22) Hngla8 e" Tile + 2&) Reinfo Reinforci rcing ng Bar+: Bar+: *a(rica tion In+tallation
+tee +teell ;in" ;in"o> o> In+tallation 2) ?oor Loc4+et 2) CB0 La# La#ing ing 9 C0B %9 C0B $9 C0B 2) 2) ;5 3 3an anel el In+ta llation 2$) Tin+m Tin+mitt itting ing:: Co Corr rr.. 7 I S,e S,e eett li liff tin ting g@ C or orr. 7I 7I S S, , eeee t In ++tt aall llaa ttii on on @ 7u utt ttee r Cu Cutt ' S,a S,a p pee @ 7utte r In+talla tion ?o>n+pout Cu Cut ' S,ape@ ?o>n+pout In+ta llation@
1 man >or4 1 man >or4 1 man >or4 1 man >or4+ 1 ma+on@1 ,elper 1 ma+on@ 1 ,elper
1.2 m2!,r. . m2!,r. . m2!,r. .2 m2!,r. .16 m2!,r. .2& m2!,r.
1 +te el man 2 +te el men
1 4g.!,r. 1 4g.!,r.
2 men >or4 1 c arpente r
1 pc.!,r. +et! $,r+.
2%) 2%)
26) 3AIDTI 3AIDTID7 D7 ; ;ORS: ORS: An# 3aint Garni+,ing Structural Steel *rame:
&) Concre te ?emolition@ &1) C0B La# La#ing ing:: 9 C0B %9 C0B $9 C0B
1 ma+on@1 ,elper 1.2 m2!,r. 1 ma+on@ 1 ,elper 1. m2!,r. 1 ma+on@ 1 ,elper 1. m2!.,r. 2 men >or4
pc+.!,r.
% men men 2 Ti n n++ mi mi tt, , 1 Tin in+m +mit it, , 2 Tin+mit, 1 Tin+mit, 1 Tin+mit,
..2 2 , rr.. !!+/ +/.. m m.. 1. 2 22 2 ++/ / ..m m. !!, , rr.. ..2 2 L M!, M!,rr. 2.2 LM!,r. &.& LM!,r. . L LM M!,r.
1 3ainte r 1 Garni+,er
&.%$ +/.m.!,r. 2.&2 +/.m.!,r.
1 3ainte r
2 ,r.!mt. Ton
Men
.&1 c u.m.!,r.
1 Ma+on@1 0elper 1 Ma+on@1 0elper 1 Ma+on@1 0elper
1.2 +/.m.!,r. 1. +/.m.!,r. 1. +/.m.!,r.
&2) In+tal In+tallation lation of of Alu Alum. m. Or 7I S,e et &&) In+tal In+tallation lation of of A+(e+to+ A+(e+to+ Roofing &% ) * aa( ( ri ri ccaa ttii o on n o f ;o o" o"e n Tru ++ ++ ee++ &) *a(rication of 7I 7utter &) In+tallation of ;oo"e n 3o+t &) Ere ction of ;oo"en 3o+t &$) 7irt+ &6) 3late+ %) *a+cia Boa r" %1) Ce iling *raming %2) Ce iling 3l#>oo" %&) T ' 7 *looring %%) 3l#>oo" 3a rtition %) Roof *ra ming %) *orm>or4+
1 S,eet!man "a#+ $ +,t.!man "a#+ % (f. !!m m" 2.& +,t.!m" % (f.!m" % (f.!m" 5 (f.!m" 6512 (f.!m" 25& (f.!m" %% (f. !m" +f..!m" 112 (f.!m" $ +f.!m" && (f.!m" 2. m2!m"
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