BQ Civil Works - Road
August 28, 2022 | Author: Anonymous | Category: N/A
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Bill of Quantities - ROAD Bill No. 1 - Phase 1 ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE ITEM No%
Des!i"tion
#NIT
QT$
RATE
AMO#NT &S's%
ON-SITE ACCESS ROADS
Note: generally For brevity item description descript ion for permanent perm works identify the components of anent works. The rate must must cover for provide, place, compact and all works necessary to complete work as per specification. Earthworks A101 Clear site of bushes and undergrowth including ITEM
S!
100000
100000
ITEM
S!
#0000
#0000
CM
10)0
)#0
)*+000
SM
10)0
100
10)000
6ill in $urra$ or other e9ual and appro'ed subgrade $aterial co$pacted to 0 percent A10# !a&i$u$ dr: (ensit: ;!.(.(< to Engineer=s appro'al.
C!
+00
,00
#*0000
1#0 $$ thick $urra$ or other e9ual and A10* appro'ed subbase $aterial co$pacted to 100 percent !a&i$u$ (r: (ensit: ;!.(.(< to Engineer=s appro'al.
C!
1*0
,00
11"000
C!
10)
,00
,"+00
grubbing up their roots and disposing.
A10" Cut down trees girth #00 $$ $easured 1 $etre fro$ the ground A10% E&ca'ate black cotton soil $aterial and cut to spoil in appro'ed area. (epth n.e. 1$. A10) Co$paction of base of e&ca'ated surface.
A10,
%00 $$ thick appro'ed handpacked hardcore basecourse co$pacted to 100 percent !a&i$u$ (r: (ensit: ;!.(.(< to Engineer=s appro'al.
A10+
Pro'ide #0$$ thick ;a'erage< sand bed to recei'e pa'ing blocks.
S!
,+0
1#0
11,000
A10
2reat surface of for$ation with appro'ed persistent herbicide
S!
10)0
"#0
"*0000
!
"*0
,00
1+"000
!
"0 ,00
1)000
A110 A1 10 Precast conrete kerbs "#0$$ & 1"#$$ on class 1#"0 concrete bed "#0$$ & 1+0$$ and haunch 1"#$$ thick/ laid to straight. E&tra o'er for kerbs laid to radius. A111 A1 11
PAE 232ACA445E( 6347A4( 23 SEC253N C3EC253N S8EE2 Page 1 of )
(,)*+,))
Cts
Bill of Quantities - ROAD Bill No. % ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE ITEM No%
Des!i"tion
#NIT
Pro'ide and la: to fall *0 $$ thick 8ea': dut: A11" interlocking precast concrete pa'ing blocks as per A11" ?BA!B45 B3@? B3@? catalogue or other e9ual and appro'ed $anufacturer=s catalogue including 'ibrating down with an appo'ed plate co$pactor.
QT$
RATE
AMO#NT &S's%
S!
,+0
1#00
11,0000
A11% A1 1% Precast concrete channels 1"#$$ & 100$$ on class 1#"0 concrete bed 1"#$$ & 1+0$$ thick/ laid to straight.
!
1%0
*00
,+000
A11) A1 1) E.3 for channels laid to to radius.
!
"0
*00
1"000
CM
1)0
%00
)"000
SM
1#
%00
#+#00
CM
1#
%00
#+#00
CM
*0
)#0
",000
Pro'ide #0$$ thick ;a'erage< sand bed to recei'e pa'ing slabs.
S!
1#
1#0
""#0
2reat surface of for$ation with appro'ed persistent herbicide
S!
1#
"#0
)+,#0
SM
1#
1100
"1)#00
FOOTPATHS Ea!t'o!.s A11# A1 1# E&ca'ate black cotton soil soil $aterial and cut
to spoil in in appro'ed area. (epth n.e. 0.%$.
A11* A1 1* Co$paction of base of e&ca'ated surface. A11, A1 1, 6ill in selected selected gra'el $aterial/ $aterial/ CB4>1#/ to for$ation le'el in la:ers not e&ceeding 1#0$$ co$pacted thickness.
Base A11+ A1 1+ Pro'ide and la: 1#0$$ thick thick co$pacted
natural gra'el sub-base $aterial CB4>%0. A11 A1 1
Su!fain/ in foot"at' A1"0 Precast light dut: pa'ing slabs *00$$ & *00$$ & #0$$ on #0$$ graded sand-bed.
PAE 232A CA445E( 6347A4( 23 SEC253N C3EC253N S8EE2
0,1*,2))
Cts
Page " of )
Bill of Quantities - ROAD Bill No. % ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE ITEM No%
Des!i"tion
#NIT
QT$
RATE
AMO#NT &S's%
STORMWATER DRAINAGE E&ca'ation for lined block drains and earth A1"1 E&ca'ate trench for earth earth drain and for lined drain as indicated on the drawings fro$ the e&isting ground le'el to the botto$ of trench (epth 0.#$ - 1.0$. A1"" Pro'ide la: and oint oint precast concrete in'ert block drain units ;concrete $i& 1")< on 100$$ $urra$ bed.
CM
,+
!
1#0
1"00
1+0000
CM
)#0
)0#0
!
%000
",000
10#
)#
1"
100
1"00
1#
100
1#00
C!
#
,00
%#00
S!
1"
1"00
1))00
)#0
%#100
Cul3e!t "i"es A1"% E&ca'ate trench for pipe pipe cul'erts to the depth instructed. (epth n.e. 1.#$.
A1") Pro'ide and la: %00$$ (5A (5A precast concrete ogee pipes in trenches for cul'erts depth n.e. A1"# !ass concrete 100$$ thick bed and surround surround
CM
t:pe =B= to cul'erts ;concrete $i& 1%*
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