Use of stone mastic asphalt in construction of roads
Stone Mastic Asphalt Surfacing
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5 .2
5 03
Tack Coat
*ro1iding and apping tack coat :it bitumen emusion using emusion pressure distributor distributor at te rate o7 0 .20 to 0.25 kg per sqm on te prepared bituminous sur7ace ceaned :it mecanica broom.
(i)
Unit = sqm Taking output = 3500 sqm a) Labour Mate
!"#idin$ and layin$ 25 mm thic% mastic asphalt &ea!in$ c"'!se &ith pa#in$ $!ade (it'men meetin$ the !eq'i!ements $i#en in ta(le 500-29) p!epa!ed (y 'sin$ mastic c""%e! and laid t" !eq'i!ed le#el and sl"pe a*te! cleanin$ the s'!*ace) incl'din$ p!"#idin$ antis%id s'!*ace &ith (it'men p!ec"ated *ine$!ained ha!d st"ne chippin$ "* 13.2 mm n"minal si+e at the !ate "* 0.005c'm pe! 10 sqm and at an app!",imate spacin$ "* 10 cm cente! t" cente! in ("th di!ecti"ns) p!essed int" s'!*ace &hen the tempe!at'!e "* s'!*aces is n"t less than 1000) p!"t!'din$ 1 mm t" 4 mm "#e! mastic s'!*ace) all c"mplete as pe! cla'se 515.
Mate
d ay
0.440
273.00
120.12
L-12
Ma+ d""! Ma+ d""! s%ille
da y
10.000
259.35
2593.50
L-13
da y
1.000
316.05
316.05
L-15
Mec hani cal (!"" m 1250 sqm Ai! c"m p!es s"! 250 Mast ic c""% e! 1 t"nn it' men ("ile ! 1500 lit!es !act "! *"! t"&i n$ and p"sit i"nin $ "* mast ic c""% e!
ii 8ine a$$! e$at e pass in$ 2.36 mm and !etai ned "n 0.07 5mm sie# e 31.9 pe! cent (y &ei$ ht "* mi, =2, 31.9 100 iii Lime st"n e d'st *ille! &ith calci 'm c"nt ent n"t less than 0 pe! cent (y &ei$ ht 17.9 2 pe! cent (y
c'm
0.390
1416.2
552.56
M-021
t"nne
0.360
4000.00
1440.00
M-1
i# "a! se a$$! e$at es 6.3 mm t" 13.2 mm 40 pe! cent (y &ei$ ht "* mi, # !ec"at ed st"n e chip s "* 13.2 mm n"mi nal si+e *"! s%id !esis tanc #i it' men *"! c"ati n$ "* chip s 2 pe! cent (y &ei$ ht = 0.01 , 1.45
c'm
0.550
1624.32
93.37
M-043
c'm
0.01
560.00
10.0
M-142
%$
0.500
54.00
27.00
M-074
154.7
2090.5
"st *"! 35.00 sqm = a:(:c:d:e
22999.39
657.13
1.he !ates *"! 50 mm 40 mm thic% laye!s may (e &"!%ed "'t "n p!"-!ata (asis. 2.>he!e tac% c"at is !eq'i!ed t" (e p!"#ided (e*"!e layin$ mastic asphalt) the same is !eq'i!ed t" (e meas'!ed and paid sepa!ately. 3.he q'antities "* (inde!) *ille! and a$$!e$ates a!e *"! estimatin$ p'!p"se. ?,act q'antities shall (e as pe! mi, desi$n. 4.his !ate analysis is (ased "n desi$n made (y *"! a speci*ic case and is meant *"! estimatin$ p'!p"ses "nly. Act'al desi$n is !eq'i!ed t" (e d" ne *"! each case.
!"#idin$ and layin$ "* p!emi, "* c!'shed st"ne a$$!e$ates and em'lsi"n (inde!) mi,ed in a (atch type c"ld mi,in$ plant) laid "#e! p!epa!ed s'!*ace) (y pa#e! *inishe!) !"lled &ith a pne'matic ty!ed !"lle! initially and *inished &ith a sm""th steel &heel !"lle!) all as pe! cla'se 519.3
Mate
day
1.000
273.00
273.00
L-12
Ma+ d""! Ma+ d""! s%ille
day
12.000
259.35
3112.20
L-13
day
5.000
316.05
150.25
L-15
atc h type c"ld mi,i n$ plant 100120 capa city p!"d 'cin $ an a#e! a$e "'tp ?lect !ic $ene !at"! 125 8!"n t end l"ad e! 1 c'm capa a#e ! *inis he! hyd! "stat ic &ith sens "! ipp e! 10 t"nn e capa Add 10 pe! cent "* c"st "* ca!!ia$e t" c"#e! c"st "* l"adin$ and 'nl"adin$ ne 'mat ic ty!ed !"lle! 12-
h"'!
6.000
2760.00
16560.00
M-064
h"'!
6.000
910.35
5462.10
M-01
h"'!
6.000
102.59
6495.54
M-017
h"'!
6.000
37.21
23269.26
M-034
t"nne.%m
450 , L
3.36
19656.00
Lead =13 %m M05
1965.60
h"'! 6.00,0.65@
1231.65
403.44
M-037
Cm" "th &he eled steel !"lle! 6- >ate ! tan% e!6 BL it' men em'l si"n 70 lit!es !'s hed st"n e a$$! e$at es 14 "st "* &ate
