'm*5"

CNIL RATEANALYSIS
fCivil Works ]

DISTRICT: KHOTANG
FISCAL YEAR : 20761077

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 1of10
Haleshi Tuwachung Municipality
Office of the Municipal Executive
Durchhim, Khotang

SUMMARY OF RATE ANALYSIS. CNIL

g-s di 'ctr

A - SITE PREPARATION WORK r.,l

Cutting oftree, branch & log etc. (12-30 cm. girth above 1.00 mtr.
l.0l Al (l-rA) Nos. 71.50
From G.L.) with lead upto l5 mtr.
Outting of tree, branch & log etc. (31-60 cm. girth above 1.00 mtr.
r.02 Al (l-lB) From G.L.) with lead uoto l5 mtr.
Nos. 2r4.50

Cutting of tree, branch & log etc. (61'120 cm. girth above 1.00 mtr.
r.03 Al (l-lc) Nos. 539.00
From G.L.) with lead upto 15 mtr.
Removing of tree root (12-30 cm. girth above 1.00 mtr. From G'L.) 220.00
1.04 A2 (r-24) Nos.
with lead unto 15 mtr.
Removing of tree root (31-60 cm. girth above 1.00 mtr' From G.L.) 291.50
1.05 A2 (r-28) Nos.
with lead upto 15 mtr.
Removing of tree root (61-120 cm. girth above 1.00 mtr. From Nos. 1,386.00
r.06 A2 (r-2C)
G.L.) with lead uoto 15 mtr.
Cutting of grass, taking ofroot & brocken ofuplecutting ofraised Sqm. 12.65
r.07 A3
soil & site levelins with all complete
Surface dressing work with cutting of raised soil & filling the sqm. 5.50
1.08 A4
ditches.
B. EARTH & SAND WORI(
Earth work excavation in foundation in clay & silty soft soil lead Cum. 396.55
2.01 Bl (2-l) rnto 10 mtr. & lift 1.5 mtr.
Earth work excavation in foundation in clay & soft murram stone Cum. 4s3.20
2.02 Br (2-2) (30 cm.) hard soil lead uoto l0 mtr. & lift 1.5 mtr.
Earth filling work in every l5-15 cm. layer with watering & lead Cum. 275.00
2.03 82 (2-2sA)
uoto 1o.00 mtr. & DroDer manual comDaction.

Earth filling (Earth transported from 5 Km. surronding) work in Cum. 442.00
2.04 B2 (2-2sA)
every l5-15 cm. layer with watering & proper manual compaction.

Earth filling work in every l5-15 cm. layer without watering & Cum. t37.50
2.05 B2 (2-2sB)
DroDer manual compaction.
Earth frlling (Earth transported from 5 Km. surronding) work in
2.06 B2 (2-2sB) every 15-15 cm. layer without watering & proper manual Cum. 280.s0
comnaction.
2.07 B3 Q.421.\ Sand filling work with watering & proper manual compaction. Cum. 6.209.44
Gravel Sand mixed (agg-50% + sand 50%) filling work,with proper Cum. 1,127.50
2.08 93 (2-428)
manual compaction.
B4 (2-34) Pumping of water from foundation or trench Hrs 25.30
2.Qe

B5 Compaction of filled earth by 8-10 M.T' roller in 20/20 cmlayet Cum. r1.32
2.11

Compaction of filled earth by 1.00 M'T. Hand roller n20/20 cm Cum. 5.01
2.r2 B5
laver
Earth work excavation in foundation in SOFT SOIL(USED 0.80 Cum. 36.58
2.13 97
CUM. CAPACITY HYDROLIC EXCAVATOR)
Earth work excavation in foundation in HARD SOIL USED 0.80 Cum. 43.97
B7
CUM. CAPACITY HYDROLIC EXCAVATOE-
2.r4
Earth work excavation in foundation in HARD SOIL USED 0'80 Cum. 43.97
B7
2.15
cuM. CAPACITY HYDROLIC EXCAVATQBI-
Earth work excavation in foundation in SOFT SOILUsed l.32Cum eum. )J.IJ
2.16 B7
canecitv hvdrolic excavator
Earth work excavation in foundation in HARD SOIL Used l.32Cum Cum. 41.07
2.17 B7
canecitv Hvdraulic excavator
C WORI(
c2(s-l-Br & First class chimney brick masonry work in (l:3) cement sand mortar 20,583.39
Cum.
3.01
5-2A) in G. F.
c2(s-r-Br & First class chimney brick masonry work in (l:3) cement sand mortar Cum. 20,89ry
3.02
5-28) in F. F.

st{*
 2ot10
YOF

cz(s-l-Br & First class chimney brick masonrY 21,263.19

3.03
s-2B) in S. F.
c2(s-r-82 & First class chimney brick masonry work 19,933.37
3.04
5-2A) mortar in G. F. fum.
c25-r-82 & First class chimney brick masonry work in (l:4) cement sand mortar Cum. 20,216.62
3.05
5-2B) in F. F.
c2(s-r-82 First class chimney brick masonry work in (1:4) cement sand mortar Cum. 20,613.17
3.06
& 5-2B) in S. F.
c2(s-l-B3 First class chimney brick masonry work in (l:6) cement sand Cum. 19,332.28
3.07
& 5-2.A) mortar in G. F.
c2(5-r-B3 & Ftst class chimney brick masonry work in (l:6) cement sand mortar
3.08 Cum. 19,615.53
5-2B) in F. F.
c2(5-r-83 & First class chimney brick masonry work in (l:6) cement sand mortar
20,012.08
3.09 Cum.
5-2B) inSF.
c2(s-r-86 & First class chimney brick masonry work in mud mortar in G. F. Cum. 15,456.50
3.10
s-2A)
c2(s-r-B,6 &
3.1I First class chimney brick masonry work in mud mortar in F. F. Cum. 15,739.75
5-2B)
c2(s-r-86 &
3.r2 First class chimney brick masonry work in mud mortar in S. F. Cum. 16,136.30
5-2B)
3. l3 c6( 6-l-lA) R.R. stone masonry work in cement sand (l:3) mortar Cum. 13,350.14

c6( 6-l-1B) R.R. stone ma{ionry work in cement sand (1:4) mortar Cum. 12,690.15
3.14
Aslar (Crused stone) stone masonry work in cement sand (l:4)
c6( 6-l-lB) Cum. 12,690.15
3.14a
mortrar
3. l5 c6( 6-l-lc) R.R. stone masonry work in cement sand (l:6) mortar Cum. I1,556.28

Aslar (Crused stone)stone masonry work in cement sand (1:6) Cum. 11,556.28
3.15a c6( 6-l-1C)
mor0ar
stone masonry work for dry wall Cum. 4,497.52
3.16 c6(6-2-r) R.R.
R.R. stone masonry work in mud mortar Cum. 4,681.22
3.17 c6(6-2-2)
filling in trench with proper leveling Cum. 3,576.84
3.18 c10( 6-s) Stone
D - CEMENT CONCRETE WORK
P.C.C. (l:4:8) work in foundation, wall (River bed) Cum. I1,530.81
4.01 Dr(7-28)
Cum. 14,789.83
4.02 Dr(1-2C)
P.C.C. (l:3:6) work(Ready Mix Concrete) in foundation, wall Cum. 12,955.50
4.02(a) Dr(7-2CC) (River bed)
(l:2:4) work in foundation, wall (Nver bed) Cum. 16,802.50
4.03 Dr<7-2D) P.C.C.

(l:2:4) for R.C.C. work in slab, beam etc (River bed) Cum. 18,277.50
4.04 D2(7-4A) P.C.C.

(l:l%:3) for R.C.C. work in slab, beam etc (River bed) Cum. 20,090.72
4.05 D2(7-48) P.C.C.

(l:l:2) for R.C.C. work in slab, beam etc (River bed) Cum. 24,949.49
4.06 D2(7-4c) P.C.C.

P'C.C. (t3O *ork (USED MACHINE) in foundation, wall (River Cum. 14,600.66
4.07 D3(A)
hed)

4.08 D3(B)
FFc.(tzg) *ort (usED MACHINE) in foundation, wall (River
Cum. 16,851.52
bed)
P.C.C. (l:l%:3) for R.C.C. work(USED MACHINE) in slab, beam Cum. 18,672.74
4.09 D4(A)
etc (River bed)
P.C.C. (l:1:2) forR.C.C. work(USED MACHINE) in slab, beam Cum. 23,531.51
4.10 D4(B)
etc (fuver bed)
F.C.C. (1"2) f- RC.C. work in slab (River bed) with micro silica Cum. 34.616.36
4.ll D(s)
& suner olasticiser
Cum. I1,605.81
4.12 Dr(7-28) P.C.C. (1:4:8) work in foundation, wall (crushed or stone ballast)

Cum. 12,772.06
4.13 Dr(7-2C) P.C.C. (1:3:6) work in foundation, wall (crushed or stone ballast)

)S-J
a{t
 3of10
AL
"4 P.C.C. (l:3:6) work (Ready Mix Concrete) in fo - -A?\
4.13(A) Dr(7-2c(a))
(crushed or stone ballast) 12,992.33

4.t4 Dr(7-2D) P.C.C. (l:2:4) work in foundation, wall (crushed or stone ballasld. r q 14,892.06

4.r4(A) Dr(7-2DD) P.C.C. (l :2:4) work(Ready trli* Co@

Cum. 13,955.50

4.r5 D2(7-4A)
P.C.C. (l:2:4) for R.C.C. *ott i'@
ballast) Cum. 16.367.06

4.15(A) DZ(1 _4AAt |P.C.C.

'
(l :2:4) work (Ready rUi*@
lor stone ballast) Cum. 13,982.33

4.16 D2(7-48)
P.C.C. (l:l%:3) for R.C.C. wo.t in@
ballast) Cum. 19,790.77
P.C.C. (l:1.5:3) work (Ready tvtix Concrete; in .StaU3eam-
4.16(4') D2(74B.8)
Cum. 14,992.33

4.17 D2(74C)
P.C.C. (l:l:2) for R.C.C. work in rta@
ballast) Cum. 23,124.91
P.C.C. (l:3:6) work (USED MACHINE) in foundation, wall
4.18(A) D3(A)
Cum. 12,776.09
P.C.C. (l:2:4) work (USED MACHINEJ in foundatio4 waii
4.r9 D3(B)
(crushed or stone ballast) Cum. t4,941.09
4.2(A) D4(A)
P.C.C. (l:lYz:3) for R.C.C. *o.t1USe@
etc (crushed or stone ballast) Cum. 16,848. l6
P.C.C. (l:l:2) for R.C.C. worqUSeO
4.21 D4(B) @ Cum. 21,706.93
etc (crushed or stone ballast)
P.C.C. (l:l:2) M25 work (Ready fvfi* Corrcr"te; in StaUlEG
4.2r(A) D4(BB)
Cum. 15,486.33
P.C.C. (l:l:2) forR.C.C. work in staU 1c@
4.22 D(5)
with micro silica & super plasticiser Cum. 36,t47.60
P.C.C. (M30) work (Ready Mix Concrete) in StaU, Seam (crus[;a'
4.22(A) Ds(b)
or stone ballast) Cum. t6,399.33
Torsteel reinforcement bar for R.C.C. *ort wittr-utting3enE[
4.23 De(7-s)
binding & laying with all complete. Kg. r20.83
E - FORM & PROPS WORK
Form work shuttering & centering (COLUMN) with (USED
5.01 E1(8-3A)
LOCAL WOOD) all complete. Sqm. 965.99
Form work shuttering & centering (COLUMNj with (IJSED pl.y
5.02 E2(5lB) sqm.
WOOD) all complete. 579.75
Form work shuttering & centering (BEAM-0.30 Mtr) with (USED
5.03 E3(8-4A)
LOCAL WOOD) all complete. Sqm. 1,009.93
Form work shunering & centering (BEAM-0.30{S0 Mtr) with
5.04 E4(84B) Sqm.
(USED LOCAL WOOD) allcomplete. 782.46
Form work shuttering & centering (COLUMN) with (USED pl.y
5.05 E5(5lA) Sqm.
WOOD) all complete. 1,250.67
Form work shuttering & centering with MS pipe (prop), plyboard
5.06 E6(8-4A)
for slab etc Sqm. 76r.51
Form work shuttering & centering with Bamboo, plyboard for slab
s.06(4) E6(8-4A)
etc sqm. 554.31
5.07 El2(8-l3A) Trench work open type form work (up to 1.50 Mtr.) Sqm. ts5.44
5.08 El2(8-l3B) Trench work open type form work ( 1.50 to 3.00 Mtr.) Sqm. 16t.75
5.09 El3(8-l3C) Trench work open type form work (above 3.00 Mtr.) Jqm. 170.25

(H) 0.41 mm thick colored C.G.I. sheet roofing work=

Fr( e-l) l,l14.59

Fl( e-l) (H) 0.4knm thick plane C.G.I. sheet roofing work (62kglbandal)

Fl( e-l) (L) 0.35mm thick plane C.G.I. sheet roofing work (55kg/bandal)

Prep
 \-fi SUMMARY OF RATE ANALYSIS. CIVIL
4of10

26 (H) 0.41 mm thick colour C.G.I. sheet roofing work \r+_*

6.04 F3( e-l) (65kstbandan F^'u er^i K s7s.2'I

26 (M) 0.39 mm thick colour C.G.I. sheet roofutg work '1'fi

6.05 F3( e-l) (62kglbandal) I,105.95
. iiili
6.08 F2(e-2) 28 (H) G.I. plane ridge cover 'Rhin. 669.68

6.09 F4(e-2) 26 (L) C.G.L colour ridge cover Rmtr. I,145.58

6.1I F5 26 (M) 0.41 mm thick plane G.I. sheet roofing work Rmtr. 732.83

6.r2 F5 26 (L) 0.35 mm thick plane G.I. sheet roofing work Rmtr. 1,065.98

6.t3 F6 26 (H) 0.50 mm thick Colour G.I. sheet roofing work Rmtr. 36,022.19

6.14 F6 26 (M) 0.41 mm thick Colour G.I. sheet roofing work Rmtr. 732.83
150 mm breadth upto 450 mm G. L plane sheet Gutter fixing work
6.16 F7 Rmtr. 692.87
with 3x40 mm M.S. bracke.t nut bolt & washer .
150 mm breadth upto 450 mm G. I. colour sheet Gutter fixing work
6.17 F7 Rmtr. 692.87
with 3x40 mm M.S. bracke.t nut bolt & washer .
6.18 Flo( e-6) Clay tile roofing work Rmtr. 555.25

6.t9 Fl l( 9-7) Clay tile ridge cover Rmtr. 354.13

6.20 Fl2( e-8) 100 mm lime concrete (l:l:3) work Sqm, 891.89

6.21 Fl3( e-eA) 80 mm thick khar roof with bamboo frame sqm. 1,073.50

6.22 Fl3( e-9B) 150 mm thick khar roof with bamboo frame Sqm' 1,560.25

6.23 Fl4 1.20 mm thick fiber glass corgated sheet roofing work Sqm. 1,339.23

6.24 Fl5 1.20 mm thick fiber glass ridge cover Rmtr. 1,083.79
Readymade colour concrete tile laying work on cement sand (l:4)
6.25 Fl8 Sqm. r,3r2.09
screedins
6.26 Fle( 10-17) Making and fixing of Sal wood beam, lintel, etc Cum. 220,253.75

6.27 F20(10-le) Making and fxing of 25 mm sal wood eaves board Sqm. 5,479.09

6.28 F22 2 mm thick UPVC roofing sheet roofurg work Sqm'

6.29 F23 3 mm thick UPVC roofing sheet roofing work Sqm. 2,350.45
G. DOOR & WIIDOW WORK
7.01 Gr(10-l) Sal wood works for chaukhats with all complete. Cum. 248,182.80

7.02 G1(10-l) Local wood works for chaukhats with all complete. Cum. 8l,308.40
38 mm thick sal wood fully paneled shutter fxing work with all
7.03 G2(10-2) Sqm. 13,489.64
comolete. Size of shutter 1.07 x1.982:2.114 Sqm.
38 x 75 mm thick sal wood frame with 4 mm thick fully glazed
7.04 G3(10-1) shutter fxing work with all complete. Size of shutter 1.829 x 1.22 Sqm, 8.946.65
:2.23 Som.
38 x 75 mm thick sal wood frame with 3 mm thick fully glazed
7.04a G3(10-4) shutter fixing work with all complete. Size of shutter 1.829 x 1.22 Sqm. 8.668.63
=? ?? snm
38 x 75 mm thick Gamhair wood fiame with 4 mm thick fully
7.05 G3(104) glazed shutter fixing work with all complete. Size of shutter 1.829 x Sqm. 6,056.47
1.22:2.23 Som.
38 mm thick sal wood frame with 4 mm thick commercial plywood
7.06 G4(10-7) (bothside) flush shutter fixing with all comolete. Size of shutter Sqm. 7,269.32
1.092x2.0581.245 Som.
38 mm thick sal wood frame with 3 mm thick TEAK plywood (Both
7.07 G4(r0-8) side ) flush shutter frxing with all comolete. Size of shutter I .092 x Sqm. 7,000.16
2-058:2.245 Som.
38 mm thick sal wood frame with26 Bwg G.I. plane sheet
7.08 G4(10-e) (bothside) shutter fixing with all comolete. Size of shuffer 1.092 x Sqm. 9,435.07
2.058 =2.245 Sqm.

7.09 G4(10-10)
38 mm thick sal wood frame with24 Bwg G.L mosquito proof &
Expanded metal net net shutter fixing with all comolete. Size of
shrrfter 1 .O92 x 2-058 :2.245 Som.
g,M
sqm.
'y 2

checke{S}
 5of10
t,€
38 m- thick sal wood frame with24 Bwg G.I. mosqu
7.10 G4(10-10) shutter fixing with all comolete. Size of shutter | '092
:? ?45 Snm

7.tl G5(10-l lB) 4 mm thick plane glass fixing work with wooden listies' 9 [a t,tt+.zs
Sqm. 809.90
7.12 G5(10-l lB) 26 Bwg plane sheet fixing work with wooden listies'
Sqm. 533.64
7.13 G6(lo-12) I mm thick ply wood fixing work with wooden listies'
Sqm. 287.94
7.t4 Gs(10-l lB) Mosquito proof net fixing work with wooden listies'
ffiosq,rltoproof g p*punded metal net fixing work with wooden Sqm. 457.94
7.r5 G5(10-l lB)
listies.
@ck commerical plywood with 50 mm x 75
of box size 0.600 x 0.900 m and fixing o1 Sqm. 1,683.28
7.16 l0-16-4' mm s2e local wood frame
.-nnr{cn lisfv in ioints
ffi
G7(lo-21) eomnlete-
fixing work in window frame with all Kg. 28.65
7.17
Tg*100n'ntr thick ral *ood frame with 12 mm thick commercial
G8(10-3 & plywood & one side 4 mm thick Teak plywood paneled
paneled Sqm. 7,602.52
7.18
l0-7) shutter fixing with all comolete. Size of shuttet l'092 x 2'058
:? ?45 Snm
il*Wewithl2mmthickcommercial
G9(lo-3 & plywood paneled & both side 4 mm thick Teak plywood paneled sqm. 8,057.91
7.r9
l0-7) ihott". fixing with all comolete. Size of shutter 1.092 x 2'058
:) ),45 Som.
ffid frame with 12 mm thick water Proof
Glo(lo-3 & plywood paneled & one side 4 mm thick Teak plywood paneled Sqm. 7,602.52
7.20
l0-7) ih.rtt.t fixing with all comolete. Size of shutter l '092 x 2'058
-? ?/.5 Snm
H - FLOORTNG WQBK

Hl(11-lA) 25 mm or l" thick P.C.C. (l:2:4) work in floor with all complete'

Hl(ll-lB) 8 mm or lt/2" thickP.C.C. (l:2:4)work in floor with all complete'

Hl(11-1C) 50 mm or 2" thick P.C.C. (l:2:4\ work in floor with all complete'

Hl(l l-lD) 75 mm or 3" thick P.C.C. (l:2:4) work in floor with all complete'

mict mosaic noori"g with 20 mm thick P.c.c. (l:2:4) & 5

Tmm
mm thick white cement marble chipsl:l rubbing & polishing work

ffi with 19 mm thick cement sand plaster

I rubbing & 3,142.90
H3(l l-3) l:2 & 6 mm thick white cement marble chips I :

ffi with l2.5mm thick cement sand

3,181 .59
H4(ll-4) l:2 & 6 mm thick white cement marble chips I : I rubbing &

H5(l l-s)
ilthi.t t"ouro ti6 puuing with 20 mm thick cement sand 8,139.62
I :4 rubbine & oolishinglqk-gtb
m- thick marble til" 600*600 mmpavingwith20 mm thick
cement sand mortar 1:2 rubbing & polishing work with all

ilor..tu@avingworkincementsand(l:4)
work in cement sand (l:4) mortar
in l:6 & cement sand inl:2 in ioints
Hl3fll-13 p*ittg in 1,6 & .t.tnt t*d pointitg itl'
g.i-itL
Dry flat Brick
Hls(l l-154 -6 Paving work
 6of10
t4
Sqm. 720.38
8.15 Hl5(11-1sA) Dry flat Brick (Brick Bat ) paving work
vv,7di-6Tcr'
Sqm. 2,195.81
8.16 Hls(l l-l58) Dry edge Brickpaving work

Dry edge Brick (Brick Bat ) paving work Sqm. 1,088.88

8.17 H1s(l l-l58)
filling in floor with sand lead up to 30 mtr. Cum. 8,85 1.32
8.18 Hl6( ll-16) Stone
Edge brtck patlng with sand packing in voids & cement sand (1:3)
Sqm' 2,048.01
8.19 Hl7( ll-17)
flush pointing in toP surface.
Cum. 6,391.19
8.20 Hl9( ll-l9A) Sand filling work

bat filling work. Cum. 882.95

8.21 Hl9( ll-l9B' t5-15 cm. Brick
I mm thick neat cement punning work. sqm. 265.73
822 H20( ll-20)
mm thick Sal wood planking work with 50x75 mm sal wood
25 Sqm. 8,793.58
E.23 rr2r(rr-2r) frame in 600x600 mm
Sqm. 358.91
824 1124( rr-20) 3 mm thick neat Plaster of Paris punning work.

8.25 rr2s(rr-7) Clay tile(Machine Made) paving work in cement sand (l:4) mortar Sqm. L,632.93

Granite l6mm thick paving with 20 mm thick cement sand mortar Sqm. 6,275.07
8.26 H26(rt-6)
t:2 rubbine & polishing work with all complete.
50 mm thick interlocking block over 50 mm thick Crusser dust Sqm' 1,727.65
8.27
lavins work with all complete.
50 mm thick interlocking block over 50 mm thick Crusser dust Sqm. 2,328.05
E.28
lawine work with all comDlete.
80 mm thick interlocking block over 50 mm thick Crusser dust Sqm. 711.25
8.29
lavine work with all complete.
farkiog fil.pS.-; thick over 50 mm thick Crusser dust laying
Sqm. 755.25
8.30
work with all complete.
I - PLASTER & POINTING WORI(
n(12-lB) 12.5 mm. thick cement sand plaster work l:3 on wall'

n(12-lc) 12.5 mm. thick cement sand plaster work l:4 on wall'
n(12-lD) 12.5 mm. thick cement sand plaster work l:6 on wall.
r4(r244) mm. thick cement sand plaster work l:3 on wall etc'
r4(r248) mm. thick cement sand plaster work l:4 on wall etc'
14(r24C) mm. thick cement sand plaster workl:6 on wall etc'

r5(12-s) mm. thick mud plaster on wall etc,

12.5 mm. thick mud plaster on wall etc.
17(r2-rB) 12.5 mm. thick cement sand plaster work (l:3 ) on ceilling
r7(rz-rc) 12.5 mm. thick cement sand plaster work l:4 on ceilling
fh"h poi"ti"g *otkt in 1:l Cement sand mortar on Brick
r8(14-1A)

r8(14-1B)
Fiilnpoi"tiog *-t t in 1:2 cement sand mortar on Brick

@ l:3 cement sandmortaron Brick 210.71

r8(14-lc)
frffi -ointitu-uueapointing*-tsinl:lCementsandmortaronBrick
r8(14-lA)
led pointing works in l:2 Cement sand mortar on Brick masoffy
r8(14-18)

@ l:3 cement sandmortaronBrick

18(14-lC)
Ft*h/R tt"apot"tulg works in l:1 cement sand mortar on Stone
re(r4-2A)
ilrurUnU"apoioti"g*orksinl:2Cementsan$mortaronStone
19(14-28)
 7of10
SUMMARY OF RATE ANALYSIS. CIYIL ?

Flush/Rulled pointing works in l:3 Cement sand mortar on

Flush/Rulled pointing works in l:3 Cement sand mortar on

n0(14-3)
Stone masonry work 9 E
l:3 Cement sand pointing on 450 mm x 450 mm flat stone paving
ri r1r+-+;
rr2(r4-s) l:l Cement sand pointing on Teliya brick paving joints.
(r4-6) 3 mm thick Cement sand l:l flushing plaster
n3(14-7) mm thick lime flushing plaster
n4(14-8) mm thick Cement flushing plaster
mm thick Jhalar/pani patti making over cement plaster
5 mm thick roofing tile butta in cement sand (l:4) work
mm thick plane white putting plaster work in wall &ceilling
J- PAINTING WORK
10.01 Jl(13-lB) Two coat *tite washins work on wall. Sqm. 29.21
t0.02 Jl(13-lB) Two coat white washing work on ceilling. Sqm. 34.0r
10.03 Jl(13-lc) Three coat w[i1s \a/ashing work on wall. Sqm. 55.70
10.04 Jl(13-lc) Three coat white washing work on ceilling. sqm. 65.98
10.05 J2(r3-2) white washing work in old surface. Sqm. 15.41
10.06 J3(13-3AB) One coat distemper painting work over primer coat. Sqm. rr7.59

10.07 J3(13-3ABC) Two coat distemper painting work over primer coat. Sqm. 158.21

10.08 J3(13-3B) One coat distemper paintine work without primer coat. sqm. 47.96
10.09 J3(r3-3BC) Two coat distemper paintine work without primer coat. sqm. 88.58
r0.10 J3(13-3AB) One coat weather proof painting work over primer coat. Sqm. 165.57

l0.l I J3(13-3ABC) Iwo coat weather proof painting work over primer coat. Sqm. 238.68

10.r2 J3(13-3B) One coat weather proof painting work without primer coat. Sqm. 90.19
10.13 J3(13-3BC) Two coat weather proof painting work without primer coat. Sqm. 163.30
10.14 Jz(134A) One coat water proof cement paint paintine work in old surface Som. 43.20
10.15 J4{1348) Two coat water oroof cement oaint oaintine work in old surface Sqm. 101.94
10.16 J4(134A) One coat white cement paint painting work. Sqm. 40.83

10. l7 J4(1348) Two coat white cement paint painting work . Sqm. 98. l0
l0,lt Js(13-5AB) One coat enamel painting work over primer coat in wooden surface. sqm. 180.68

10.19 J5(13-5ABC) Two coat enamel painting work over primer coat in wooden surface. Sqm. 270.54

1020 J5(13-sAB) One coat plastic emulsion painting work over primer coat. Sqm. 202.54

r0.21 J5(13-5AB) Two coat plastic emulsion painting work over primer coat. Sqm. 309.41
Two coat aluminium painting work over primer coat in metal
10.22 J6(13-6) Sqm. 237.61
srrrface
t0.23 J7(l3-8AB) Iwo coat double boiled Linseed oil paintine work . Som. 90.00
Iwo coat aluminium painting work over primer coat in metal 237.6r
t0.24 J6(13-6) Sqm.
rurface.
10.25 J703-8A) One coat double boiled Linseed oil paintins work . Sqm. 46.s0
r0.25(A) J8fl3-9AB) Iwo coat varnish painting work. Sqm. t2s.46
0.26 J9(13-l0A) One coat Bitumen paintine work . Sqm. 39.98
0.27 J9fl3-l0B) Iwo coat Bitumen painting work . Sqm. 69.48
0.28 J1Ofl3-l I Ihree coat chapra painting work . sqm. r 87.88

0.29 Jl l(13-4c) One coat RED OXIDE painting work . Sqm. l5 I .35

10.30 Jl l(13-4c) Iwo coat RED OXIDE painting work. Sqm. 255.39

r0.31 Jr2(r3-12A)
One coat water proof cement paint painting work in plastered
*rrface -o4
Sqm.
)ry
Ct-'
 SUMMARY OF RATE ANALYSN. CTVIL

Two coat water proof cement paint painting work in plastered

ENAMEL paint painting work over linceed oil in face brick wall
One coat enamel painting work without primer coat in wooden
Jl6(r3-5B)
Two coat enamel painting work without primer coat in wooden
Jl7(13-5BC)

Jl 8(13-sB) One coat plastic emulsion painting work without primer coat.

Jle(13-5BC) coat plastic emulsion painting work without primer coat.

coat aluminium painting work without primer coat in metal
J20(13-6)
coat aluminium painting work without primer coat in metal
J2l(13-6)

J22(t3-7) One coat RED OXIDE painting work without primer coat

r23(13-7) Two coat RED OXIDE painting work without primer coat
Two coat washable distemper painting work over primer coat.
K-DAMP PROOFING WORK
20 mm thick D.P.C. work in cement sand mortar in l:2 with Sqm. 604.02
l l.0l Kl(18-7)
W.P.Compound.
25 mm thick D.P.C. work in cement concrete n l:l%:3 withwith
Sqm. 663.35
l1.02 K2(18-8)
W.P.Compound.
38 mm thick D.P.C. work in cement concrete n l:2:4 with with
Sqm. 813.59
I 1.03 l8-9
W.P.Comoound.
I1.05 K4(18-l l) 500 gauge polythine sheet laying work Sqm. r42.70

I 1.06 K5(18-l2A) One layer tarfelt laying work. Sqm. 885.92

I 1.07 K5(18-l28) Two layer tarfelt laying work. Sqm. t,367.53

I l.0t K6(18-l3A) One layer damp proof grade tarfelt laying work' Sqm. 1,081.78

K6(18-l3B) Two layer damp proof grade tarfelt laying work. Sqm. 1,989.02
I1.09
I l.l0 K7 Two coat elastocret cementious elastomeric water proofing work sqm. 850.00

One coat rain Crystallization seal paint or equivalent paint work. Sqm. 135.10
I l.l I K8(18-14)
Expansion Joint Works: - Chipping and laying thermocol in the
hole, masking tape on the thermocol and plaster with mixing Sqm. 6,931.60
tr.t2 0
Perma Bond SBR or eqv. modified mortar up to 40 mm wide and
levellinq all comnlete.
L - MAINTAINANCE & DISMANTLING
Dismantling work of mud masonry wall & removing of material
Ll(19-r)
Oistoantti"g work of cement masonrJ wall & removing of material
L2(re-2)
Dismantling work of R.C.C. / R.B.C. & removing of material upto
L3(le-3)
Dismantling work of P.C.C. lL.C.C. & removing of material upto

ling work of cement sand / lime surkhee plaster &

Dismantling work of tile roof & removing of all material wood, tile

work of old existing marble floor with Oxalic acid &

work of old existi

work of old existing mosaic floor with oxalic acid, main

Clearance work of brick from mud masonry wall & stacking of

Ll4(A)

-learunce
 i't
p
ilitt
9of10

"\q,
from cement masonry wall & stac
t2.12 Ll4(c)
Clearance *otk of btick
- ,,-^,|
');d 4.08

llearanCe Work of stone liOm cement masonry walt

o. slae|(ruB ur._ 866.25
12.r3 Lls(B) rfnne forre-used u

uY wctr @ r*v^urb vr
Cf"* Cum. 704.0r
12.l3a cfnne for re-rtqed

Dismantling work of R. C. C. barbed wre rencmg worK

wrur 247.50
sqm.
t2.14 Lle(A) ^^rL.-,^-I, ^-^o.,afinn f, llino,& levelins
Dismantling work of IRON. barbed wre tencrng worK wnn Sqm. 231.00
t2.15 Lle(B) - ^:L--.^-l- ^-,^^,,^+i^- {illinc,& lewplino

Dismantling work of WOOD.bN. barbed wre rencmg wur Sqm. 220.00

t2.t6 Lle(c) eqrrhwnrk excavation frlling & leveling
flir-*tling *o.k of vt-S. but from R.C.c'lR.B.c'& stacking upto Sqm. 747.50
12.17 Lle(c)
Sqm. 880.s0
12.18 L2l
Sqm' 45.62
12.19 t22 r ^-: -L^^+ ,,-+^ 1n ^* laaA
M- IRON WORK
ing, fitting, Painting Sqm. 2,322.15
13.01 M1(2+lA) l,,-iairrm nqinr cqnd nanerinq all comolete
:+L a

I x 20mm Metal Grill includrng manulacrunng,

Irung, P4url[r5 sqm. 3,328.41
13.01 M2Q+rB) ,.irl, Alrrminirrm nnint sand oaoering all complete
l2xl2mm solid core square rod M' s' gnll wrrn + x zulrllr rvrslor
Sqm. 2,583.95
13.03 M3
frame
Kg. 16r.39
l3.Gt M4 Fabricatins. supplving & fixing of different size M'S' angle
Spiral stair case with 4" medium post,3-Zu mm sneer
rrlJrr
'rz kg 160.00
Ii.05 M5 L -- r-:l ^ll ^^-*l^+o

Providing & fixing MS folded sheet rolllng shumers

wltn uon
with one coat red- sqm. 3,947.93
t-:.06 M6{24-2) ;lamps, spring and axle of good qualrty finish
^-ir^ aoinr nn chrrftcr nnd oilins on snring and axle.
Collapsible shutter hcluding manutacturrng, welourg'
suPPry 5,600.00
Sqm.
13.07 IN{7(244) . : -r -^:-4:-^ ^-.| fi-:hd

Sqm. 5,918.35
r3.0t M8(24-3)

sqm. 4,794.00
13.09 M8(24-3)

uuu^r'
Supplying and fixing of Barbe<l wtre 14 gauge ursluquB Rmtr. r38.50
13.10 Me(24-6)
Supplying and fxing of tsarbed wtre Il gauge urcruuug 'uvNr' Rmtr. 2,049.33
l3.l I Mr0(24-7) .r rr r.n ."i+lr ?<-l nn -m cql wnod 2100 mm long .
-L^ E

faUricatittg, supplying & fixing of different srze

M's' DlacK prpe Kg. r94.69
13.12 Mll T-.^^ ,,,:+1" matal nrimer

Supplying & fixing work of 50 mm Q' MJ DlacK

prPe w z'v ttt'l
*ittio i.w.c.c. I. chain Link2"x2" mesh size fixing in 4x20D{2$ sqm. 5,613.84
13. l3 Mlz mm & 4x25x25 mmms angle frame & top 3x20
mm MS grill 15

pipe @ 2'0 mtr

Supplying & frxing work of 50 mm O MS black
Sqm. 2,686.48
Ml3 *ith i O bar mesh 62x62 mm size 4>'25x25 mm ms angle
.- fUf
13. l4

Rmtr. 6,88q00
13.15 Ml4

w*f
 /g 10 of 10
,{x^
S'
r+'f
st-nnuaRy op RetB eNatYsts. crvn
-.ii,: . :::
,,'.t':: .-lor, 1:

-tL 1i
stainless steel PiPe Po
r3.16 Ml5 rail with two rows 25
& hand rail.
t"*
Supplying & fixing work of l50xl50 mm size sisham wood bti, a-n \:
13.1 7 Ml6 ornamental post , 75x75 mm size bluster with 75x100 mm hand
9 :Qq{L ^A
u\v

rail.
13.l8 Ml7 Hand rail 2.5"x5" size sisham wood supplying & fixing work Rmtr. 10,376. l0
Supplying & fixing work of 2010 mm square pipe railing two nos.
Ml8 every trade 900 to 1000 mm height with 3"x4" sisham wood hand Rmtr. 2,490.49
13.19
reil
Supplying & fixing work of 20x20 mm square pipe railing two nos.
1320 Ml9 every trade 900 to 1000 mm height with 40 mm MS black pipe Rmtr. 1,716.04
hand rail

N. HEAVY EOUIPMENT RATE

l) Difficult excavating (hard rock) Cum 246.64
14.01
14.02 (2) Rather Diffrcult excavating (-t!iu"/9oft49I) Cum r20.36
(3) Average excavating (Hard soil) Cum 67.78
l-1.03
'4) Averase excavating (Soft soil) Cum 45.9r
l{.or
O. HOE RATE
13) Average excavating (Hard soil Cum 68.78
t_i.01
l_i.m 14) Averaee excavatins (Soft soil) Cum 46.31
P-CEILLING
False ceiling by Gypsum,Gypsum Board : l2mm Sqm. 942.65
16.01

ASO Joint Tape laying Work. Rm

16.01
Q-GRAVELLING WORK
laying sub - base course of sand mixed gravel including louding &
l-.01 transporting materials sprinkling water levelling surface & hauling Cum l,3l9.l I
uo to l0 m distance.
R.GABION R.R. FILLING WORJ<
It.0l Filline Stone in gabion boxes or packinggq\ Cum 2-960.02
S-GABIONWTRE CUTTTNG & NETTING-
Making gabion incl cutting wire netting etc complete Hexagonal Cum
mesh size:80 mm xl00 mm mesh wire-I0 swg,salvege wg9 t Jwg
box size 2mxlmxlm Nos. 547.50
l9_01
box sizp 3mxlmxlm Nos. 766.50
19.02
box size 2mxlmx.50m Nos. 383.25
19,03
box size 3mxlmx.50m Nos. 547.50
19.04
T-GABION PROCUREMENT WORJ(
rox size 2 mxlmxlm Nos. 3.770.01
20.01
rox size 3 mxlmxlm Nos. 5.414.34
20.02
oox size 2 mxlmx.50m Nos. 2.623.66
20.03
box size 3 mxlmx.50m Nos. 3.788.18
20.04
 icipality
Office Executive

Durc e
SurveY Norms For HillY Area

Perol \oe:-Haleshi Tuwachung Municipality Area

FY :20761077
F.:r Srret
L-nh : Per Km

'Prorides leader shiP to the team

'Ii.f,t$ 6e steps ofsutullllo.! atd otgffi

' C=-io ...n the sun'e5'woork by using the required survey

'Orrre; $:Inagement of the survey task'

S.Eo.i: O" pt€paLt)'*o.k stch as cle"ritg ft

'-{sss 6e Fngineer in every matter that ls necessary

'fEies c'rn Se slrtq'*'ork by taking bearings and levels

poper recordhgs of the ryrvey iedK

Cledne ofde bushes and obstacles as'

'Crr)'md $ift the suweY equiPment'

Sub -Total Of (I)

b--..t" nails, tools and ropes etc. (10% of Sub TotaD

etc.(25o/o of Sub Total)
S-iooaA, caps, shoes, umbrellas, camping and survey

-.r-Ct;o (lumpsum at the rate of 5"/*lthgtub M

Grand Total (I+[) Per Km.Rs-

 #e
Y
I 076177

Series II Series Itr Series IV 6Kg/sqcm Series V l0Kg/sqcm

Pipe size 4Kglsqcm
2.5Kg/sqcm
(Outer
S.No.
side O Price Ave.Wt. Price
Price Ave.Wt.
mm) Ave.Wt. Rs./m kgim Rs./m
Price Rs./m Rs./m kdm
kdm
0.092 32.44
I 16mm 0.134 47.24
2 ?Omm o)o2 71.22
a
J 25mm 79.68 0.334 t17.76
0.226
4 32wn n ?50 123.40 0.514 181.22
0.251 280.64
5 40mm 0.542 191.09 0.796
6 5Omm n e<n 299.68 r.269 447.40
r42.08 u.)d) 206.25
63mm 0.403 419.90 r.782 628.26
0.846 1.191
75mm 0.557 196.38 2.568 905.37
8 1.715 604.64
0.799 28r.70 r.220 1340.08
9 90mm 897.27 3.801
4t'l;78 t;703 600.41
l0 ll0mm | 1 185
2.289 807 3.293 I160.98 4.962 1749.40
s39.42
ll 125mm 1.530
2.90r 4.1 )u 1463.12 6.209 2189.05
oou.6 I
t2
13
140mm
l60mm
1.897
2.453 ffi 1678.89
5.355
6.E00
1887.96
239'1.4r
8.079
t0.256
2848.33
3615.86
3.148 1109.86 4.762 4449.3r
l4 l80mm 8.391 2958.33 12.620
1366.52 2076.58
I5 20Omm 3.876 3711:Je 16.014 5645.90
7.445 2624.81 10.544
225wtt 4.822 1700.04 t9.757 6965.53
t6 13.041 4597.73
t7
l8
25Omm
2UUINM
6.012
7.417
2119.59
2614.94
9.187
I1.455 4UJ6.) / ffi 5756.25
7295.88
24.708
31.160
8711.05
10985.77
14.508 5114.94 20.694
3l5mm 9.417 3320.06 39.635 t3973.72
6480.76 26.243 9252.23
2((mm 11.957 4215.56 IU.JUI t7749.28
20 33.309 t1743.42 50.344
5366.32 23.343 8229.8r
2l 40Omm 15:2Zl
Notes:
r#:'irff.rfii,1"Jff;:Tli3&. VAr which w'r be charged extra t3
yo

; raxes except
NS-40
3 All-pipes are manufactured as
Kg'
; il; orgopg Pipes Based on Rs' 300'00 Per
5 Add 3%o TransPortation Charge'