office maintenance
TRANSCRIPT
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DIVISION: NH Division, PWD, BAREILLY
. At office / ( New N H No -30 ) BAREILLY
1 2 3 5 6 7 8 9 10 11 12
Dista
Bareilly Lal Kuan 540 98 649.75 590.68 1130.68 1130.68 1130.68 f
km93
Bareilly Lal Kuan 600 98 649.75 590.68 1190.68 1190.68 1190.68 km03 Mini b
Bareilly Lal Kuan 600 98 649.75 590.68 1190.68 1190.68 1190.68 on NH
Bareilly Lal Kuan 600 98 649.75 590.68 1190.68 1190.68 1190.68 Total
Cost O
Bareilly Lal Kuan 470 98 649.75 590.68 1060.68 1060.68 1060.68 kmo to
km76
Bareilly Lal Kuan 500 98 649.75 590.68 1090.68 1090.68 1090.68 Total
deduc
Bareilly Local 380 380.00 hence
1) Distances from quarry have been taken from the shortest route.
2) Quarry rates have been taken of the respective circle applicable.
3) Cartage rates has been taken approved by SE Lko. Circle in the RMR.
4) Quarry rates are for approved quarry and RMR rates are minimum .
N.H. Construction Division
ROAD METAL RATES
CIRCLE : 28th .Circle, N.H. P.W.D.
NH CD PWD Bareilly km-250 of NH24Km.
No.
Quarry Quarry
Rate
Distence
from
Cost of
cartage
Cost of
cartage
Coarse Sand
Total
(3+7)
I.S.
Transit
Total of
col.
Trade
Tax on
G.Total of
col
Stone Ballast ( 22.4-53 mm)
16mm-22.4mm/ 11.2mm/13.2mm/ 10-16mm
11.2-2.8 mm / 2.3-9.5 (6.7mm)
Stone grit 5.6 mm and below
Stone Dust
P.W.D. Bareilly P.W.D. Bareilly P.W.D. Bare
Fine Sand
JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING E
N.H. Construction Division 28th Circle N
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S. No. Description Unit Quantity Rate Rs Cost Rs2.4 (vi) Scraping of Bricks Dismantled from Brick Work
including Stacking.
Unit = numbers
Taking output = 1000 numbers
A In lime/Cement mortar
a) Labour
Mate day 0.140 130.00 18.20
Mazdoor day 3.500 125.00 437.50
b) Overhead charges @10% input on (a) 45.57
c) Contractor's profit @10% input on (a+b) 50.13
Rate per1000 Nos = a+b+c 551.40
Rate per No ( a+b+c)/1000 say 0.60
2.4 (viii) Scarping Plaster in Lime or Cement Mortar
from Brick/ Stone Masonry
Unit = sqm
Taking output = 100 sqm
a) Labour
Mate day 0.160 130.00 20.80
Mazdoor for scarping and loading day 4.000 125.00 500.00
b) Machinery
Tractor-trolley hour 0.320 234.00 74.88
c) Overhead charges @10% input on (a+b) 59.57
d) Contractor's profit @10% input on (a+b+c) 65.52
Cost for 100 sqm = a+b+c+d 720.77
Rate per sqm = (a+b+c+d)/100 7.21
say 7.20
2.4 (ii) Dismantling Brick / Tile work
2.4 (ii) B In cement mortar
a) Labour
Mate day 0.030 130.00 3.90
Mazdoor for dismantling, loading and
unloadin
day 0.750 125.00 93.75
b) Machinery
Tractor-trolley hour 0.270 234.00 63.18
c) Overhead charges @10% input on (a+b) 16.08
d) Contractor's profit @10% input on (a+b+c) 17.69
Cost for 1.25 cum = a+b+c+d 194.60
Rate per cum = (a+b+c+d)/ 1.25 155.68
say 155.70
Analysis Of Rates
Junior Engineer Assistant Engineer
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CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
12.6 Sub-
Ana
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.51 5900.00 3009.00
Coarse Sand cum 1.05 1090.68 1145.22
b) Labour
Mate day 0.04 130.00 5.20
Mazdoor day 0.90 125.00 112.50
Total Material and Labour = (a+b) say 4271.90
CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
13.1 1300 &
2200
Unit = cum
Taking output = 1 cum
a) Material
Bricks Ist class(excluding 10% c.p.) each 500.00 3.35 1675.00
Cement mortar 1:3 (Rate as in Item
12.6 A sub-analysis)
cum 0.24 4271.90 1025.26
b) Labour
Mate day 0.06 130.00 7.80
Mason day 0.80 260.00 208.00
Mazdoor day 0.80 125.00 100.00
Add for scaffolding @ 5 per cent of
cost of material and labour
150.80
a+b 3166.86
c) Overhead charges @10% input on
(a+b)
316.69
a+b+c 3483.54
d) Contractor's profit @10% input on
(a+b+c)
348.35
a+b+c+d 3831.90
Rate per cum (a+b+c+d) 3831.90
say 3831.90
Cement Mortar 1:3 (1 cement : 3 Coarse sand)
Brick masonry work in 1:3 in sub-structure complete
Brick masonry work in 1:3 in sub-structure complete excluding pointing and
plastering, as per drawing and Technical Specifications
Analysis Of Rates
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CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
12.8 1500,1
700 &
2100
Plain M15 Cement Concrete in Open
Foundation complete as per Drawing and
Technical Specifications.
PCC Grade M15
Unit = cum
Taking output = 15 cum
a) Material
Cement tonne 4.13 5900.00 24367.00
Coarse sand cum 6.75 1090.68 7362.10
40 mm Aggregate cum 8.10 1130.68 9158.52
20 mm Aggregate cum 4.05 1190.68 4822.26
10 mm Aggregate cum 1.35 1190.68 1607.42
b) Labour
Mate day 0.86 130.00 111.80
Mason day 1.50 260.00 390.00
Mazdoor day 20.00 125.00 2500.00
c) Machinery
Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00
Generator 63 KVA hour 6.00 320.00 1920.00
add35% Escallation charges 987.00
Cost of Labour, Material & Machinery
(a+b+c)
54126.11
d) Formwork @ 4 per cent on cost of
concrete i.e. cost of material, labour and
machinery
2165.04
a+b+c+d 56291.15
e) Overhead charges @10% input on
(a+b+c+d)
5629.12
a+b+c+d+e 61920.27
f) Contractor's profit @10% input on
(a+b+c+d+e)
6192.03
Cost for 15 cum = a+b+c+d+e+f 68112.29
Rate per cum = (a+b+c+d+e+f)/15 4540.82
say 4540.80
PCC M 15 / Plain Cement Concrete in Open foundation
Analysis Of Rates
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CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
9.1 408 Plain cement concrete 1:3:6 mix with
crushed stone aggregate 40 mm nominal
size mechanically mixed, placed in
foundation and compacted by vibrationincluding curing for 14 days.
Unit = cum
Taking output = 15 cum
a) Labour
Mate day 0.640 130.00 83.20
Mason day 1.000 260.00 260.00
Mazdoor day 15.000 125.00 1875.00
b) Material
40mm Aggregate at site cum 13.800 1130.68 15603.41
Coarse Sand at site cum 6.900 1090.68 7525.70
Cement at site tonne 3.300 5900.00 19470.00
Cost of water KL 18.000 50.00 900.00
c) Machinery
Concrete mixer0.4/ 0.28 cum hour 6.000 150.00 900.00
Generator set 33 KVA hour 6.000 240.00 1440.00
Water tanker6 KL capacity hour 3.000 200.00 600.00
Add 35% Escallation charges 1029.00
d) Overhead charges @10% input on
(a+b+c)
4968.63
e) Contractor's profit @10% input on
(a+b+c+d)
5465.49
Cost for 15 cum = a+b+c+d+e 60120.44
Rate per cum = (a+b+c+d+e)/15 4008.03
say 4008.00
PCC 1:3:6 in Foundation
Analysis Of Rates
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Analyised Basic Rates Of Materials
M.S. Sheet 1.6 mm thick
as per mareket Sqm 1.00 690.00 690.00
cost for local cartage no 1.00 10.00 10.00
loading/unloading Sqm 1.00 3.00 3.00
Hence Rate per Sqm 703.00
Providing & fixing M.S.Sheets on roof
of A.E." s camp Office in side lab &
A.O.office& store room no: 5
a) Labour
for dismantling of old damaged M.S.
Sheets, verga, & making base etc. Sqm 1.00 l.s 25.00
for fitting of New M.S.Sheets include-
ing nuts & bolts ,black smith & all
labour t&p etc. Sqm 1.00 l.s 50.00
b) Material
M.S. Sheet 1.6 mm thick Sqm 1.00 538.00 538.00c) Overhead charges @10% input on
(a+b) 61.30
a+b+c 674.30
d) Contractor's profit @10% input on
(a+b+c) 67.43
a+b+c+d 741.73
Rate per Sqm (a+b+c+d) 741.70
CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
13.3 1300 &
2200
Unit = 10 sqm
Taking output = 10 sqm
a) Material
Cement mortar 1:3 (Rate as in Item 12.6) cum 0.144 4271.90 615.15
b) Labour
Mate day 0.04 130.00 5.20
Mason day 0.50 260.00 130.00
Mazdoor day 0.50 125.00 62.50
a+b 812.85
c) Overhead charges @10% input on (a+b) 81.29
a+b+c 894.14
d) Contractor's profit @10% input on (a+b+c) 89.41
Rate per 10 sqm (a+b+c+d) 983.55
98.36
say 98.40
( As per market rate)
Plastering with cement mortar (1:3) Cement : coarse sand
Analysis Of Rates
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3.13 304
Ordinary soil
Unit = cum
Taking output = 10 cum
Manual Means (Depth upto 3 m)a) Labour
Mate day 0.320 130.00 41.60
Mazdoor day 8.000 125.00 1000.00
b) Overhead charges @10% input on (a) 104.16
c) Contractor's profit @10% input on (a+b) 114.58
Cost for 10 cum = a+b+c 1260.34
Rate per cum = (a+b+c)/10 126.03
say 126.00
CL.
No.
S. No.Description Unit Quantity Rate Rs Cost Rs
13.3 1300 &
2200
Unit = 10 sqm
Taking output = 10 sqm
a) Material
Cement mortar 1:3 (Rate as in Item 12.6) cum 0.144 4271.90 615.15
b) Labour
Mate day 0.04 130.00 5.20
Mason day 0.50 260.00 130.00Mazdoor day 0.50 125.00 62.50
a+b 812.85
c) Overhead charges @10% input on (a+b) 81.29
a+b+c 894.14
d) Contractor's profit @10% input on (a+b+c) 89.41
Rate per 10 sqm (a+b+c+d) 983.55
98.36
say 98.40
Earth work in excavation of foundation of structures
Plastering with cement mortar (1:3) Cement : coarse sand
Earth work in excavation of foundation of structures as per drawing and technical specification,
Analysis Of Rates
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Analyised Basis on Market Rates Of Materials
a) Urinal sheets no 3 850.00 2550.00
b) w.c. sheets no 2 850.00 1700.00
c) wash basin no 2 1800.00 3600.00
d) Cystern system no 2 3000.00 6000.00
e) Tapes no 6 350.00 2100.00
f)G.I.pipe ft 22 80.00 1760.00g) drainage pipe ft 20 25.00 500.00
h) other fitting job 1 1200.00 1200.00
i) labour charges job 1 2500.00 2500.00
j)pvc water tank 200 liter capcity job 2 3000.00 6000.00
Total 27910.00
Fittings into Toilets/ bath atteched with E.E.,S room/A.E.ist/A.E.iiird /A.O.room
a) Urinal sheets no 1 950.00 950.00
b) w.c. sheets uropion type no 1 4250.00 4250.00
c) wash basin no 1 1800.00 1800.00
d) Cystern system no 1 4000.00 4000.00
e) Tapes no 3 350.00 1050.00f)G.I.pipe ft 15 80.00 1200.00
g) drainage pipe ft 18 25.00 450.00
h) other fitting job 1 1000.00 1000.00
i) labour charges job 1 2500.00 2500.00
j)pvc water tank 200 liter capcity job 1 3000.00 3000.00
Total 20200.00
Junior Engineer Assistant Engineer
Fittings into Toilets/ bath for General office stoff
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Providing and laying of floor tiles
taking output = 4.00 sqft (0.372sqm)
a) Cost of Tile sqft 4.00 84.00 336.00
b) cost of cement kg 6.00 6.00 36.00
c) coarse sand kg 20.00 1.20 24.00
d) labour for laying ft 4.00 22.00 88.00
e) over heads charges/westages job 1.00 20.00 20.00Total 504.00
Hence Rate per sqm 1354.80
Providing and laying of wall tiles
taking output = 10.50sqft(0.9765sqm)
a) Cost of Tile sqft 10.50 36.00 378.00
b) cost of cement kg 10.50 6.00 63.00
c) coarse sand kg 1.00 1.00 1.00
d) labour for laying ft 10.50 20.00 210.00
e) over heads charges/westages job 1.00 20.00 20.00
Total 672.00
Hence Rate per sqm 688.20
Supply & Fixing steel grills,sections in old
taking area 1.00 sqm
1.00 sqm l/s @ 25kg per sqm kg 25.00 70.00 1750.00
Hence rate per sqm 1750.00
Supply & Fixing glass pannels in old
taking area 1.00sqm (10.76 sqft ) sqft 10.76 75.00 807.00
market rate Rs 75 per sqft
Hence rate per sqm 807.00
(a+b+c+d+e)/.372
(a+b+c+d+e)/0.9765
Analysis Of Rates
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L B H
1
Cum 1 2.30 0.23 3.50 1.85
1 2.45 0.23 3.50 1.97
Repair of A E iiird room
L=2x (4.8+3.2)/2
parapet
wall of roof
at A.E iiird
room
1 8.00 0.35 0.35 0.98
parapet
wall of roof
at store
room no 5
1 20.20 0.35 0.4 2.83
side wall 1 5.50 0.35 3.75 7.22
Total Cum 14.85
2 Scraping of Bricks Dismantled from Brick Workincluding Stacking.( obtain from dismantled brick
work.)
10% nos of
total bricks
nos 684 684.00
Sqm 2 3.60 3.00 21.60
2 4.40 3.00 26.40
2 2.80 2.40 13.44
2 2.00 2.40 9.60
2 2.50 2.40 12.00
2 1.70 2.40 8.16
2 2.802.40
13.44
2 2.20 2.40 10.56
2 4.80 0.60 5.76
1 3.20 0.60 1.92
store
g.room no 1
1 4.40 2.00 8.80
Total Sqm 131.68
Providing & fixing M.S.Sheets on roof
including supply of all materials & labour
for dismanteling of old damages etc
and for new fittings,fixing etc complete
In A.E." s camp Office in side lab Sqm 1 3.15 2.20 6.93
1 4.30 1.10 4.73
In A.O. Room 1 4.60 2.20 10.12
In store godown room no: 5 1 5.40 5.15 27.81
Total Sqm 49.59Earth Work in excavation in foundation
in ordinary soil etc i/c all lead & lift, all
labour T & P etc. Complete. For constru-
ction of new General Toilets & w.c for
official use . Cum 2 5.35 0.75 0.75 6.02
2 2.45 0.75 0.75 2.76
1 2.35 0.75 0.75 1.32
1 2.55 0.75 0.75 1.43
Total Cum 11.53
5
3
Detail of Measurements
Name of work : Repair and Maintenance of Divisonal Office N.H. C.D. Pwd Bareilly.
S. No.Item of work
Details Unit No Measurements Qty
A.E.iiird
room toilet
A.E.Ist room
toilet
in Item 1
Repair of store godwn room no 1 ,
L=2(L+B)=2x (5.45+4.65)
H=(3.1+4.4)/2
Dismantling Brick / Tile work of old damaged
Toi lets , Bath rooms ( to chnge techanical room
/A.E. and disposal of dismamtled material up to lead
of 1000m. All labour T&p etc complete.
partion wall
between
toilet& bath
4
in AE iiird
room
E.E.,s room
toilet
constructio
n of urinals
& bath for
office staff
Scarping Plaster in Lime or Cement Mortar from
Brick/ Stone Masonry ( damaged surface of old
plaster )
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Plain cement concrete 1:3:6 mix with crushed
stone aggregate 40 mm nominal size mechanically
mixed, placed in foundation and compacted by
vibration including curing for 14 days.( in
foundation & flooring of urinals,toilets)
Cum 2 5.35 0.75 0.15 1.20
2 2.45 0.75 0.15 0.55
1 2.35 0.75 0.15 0.26
1 2.55 0.75 0.15 0.29
in flooring 1 4.80 2.40 0.15 1.73
in flooring 2 2.10 1.50 0.15 0.95
Cum 4.98
Brick masonry work in 1:3 in sub-
structure complete excluding
pointing and plastering, as per
drawing and Technical Specificationsparapet
wall of roof
at A.E.room
Cum 1 8.00 0.35 0.35 0.98
Cum 2 5.35 0.50 0.75 4.01
2 2.45 0.50 0.75 1.84
1 2.35 0.50 0.75 0.88
1 2.55 0.50 0.75 0.96
Cum 2 5.35 0.23 3.00 7.38
2 2.45 0.23 3.00 3.38
1 2.35 0.23 3.00 1.62
1 2.55 0.23 3.00 1.76
1 20.20 0.35 0.35 2.47
h= ( 3.45+4.75 )/2 =4.10 1 5.50 0.35 4.10 7.89
Total Cum 33.18
Plain M15 Cement Concrete in Open Foundation
complete as per Drawing and TechnicalSpecifications. In plinth of new urinals & toilets and
its flooring.complete.
cum 2 5.35 0.30 0.02 0.06
2 2.45 0.30 0.02 0.03
1 2.35 0.30 0.02 0.01
1 2.55 0.30 0.02 0.02
cum 2 5.35 2.45 0.05 1.31
1 2.55 2.35 0.05 0.30
for J.E. ( T ) room in flooring 1 3.30 2.40 0.05 0.40
Total Cum 2.13
6
7
B = (0 .69 + 0.30 ) /2 = 0.50
8
constructio
n of urinals
& bath for
office staff
parapet
wall of roof
at store
room no 1
constructio
n of urinals
& bath for
office staff
constructio
n of urinals
& bath for
office staff
constructio
n of urinals
& bath for
office staff
in flooring
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9 Plastering with cement mortar
(1:3) Cement : coarse sand over brick
work and over old damaged dismantled
portion & complete.parapet
wall of roof
at A.E.roomSqm 1 9.70 1.05 10.19
parapet
wall of roof
at store
room no 51 20.20 1.05 21.21
on new side
wall 1 5.15 3.75 19.31
Sqm 2 4.90 3.00 29.40
2 2.55 3.00 15.30
2 2.80 2.40 13.44
2 2.00 2.40 9.60
2 2.50
2.40
12.00
2 1.70 2.40 8.16
A.E.iiird
room toilet
2 2.80 2.40 13.44
2 2.20 2.40 10.56
L=2(4.9+2.35) 2 7.25 2.10 30.45
in side w.c 4 2.35 2.10 19.74
in side w.c 4 2.45 2.10 20.58
L=2(2.12+2.22) 2 4.34 2.10 18.23
2 4.30 0.60 5.162 3.80 0.60 4.56
office H/C Misc. 2 4.50 2.10 18.901 4.40 1.80 7.923 2.20 1.65 10.89
Total Sqm 299.04Providing & Repreparing falls ceelling at
place of old damaged as under
Sqm 1 3.15 2.20 6.93
2 4.30 1.10 9.46
In A.O. Room 3 3.60 2.20 23.76
Total Sqm 40.15
providing and fixing urinals sheets,Tapes
washbasin,water supply/drainage fittings
W.C.fittings, cysterns
fittings etc. complete .
( in combine bath & toilets )
with atached E.E.,s room job 1 1.00
with aatached A.E. ist room job 1 1.00
with attech A.E. i iird room job 1 1.00
with attech Accountant officer room job 1 1.00
Genaral w.c.,urinals for office stoff job 1 1.00
Providing and laying of floor tiles
including supply of all materials such as
tiles,cement,c.sand,labour etc&complete
for E.E.,S room Sqm 1 6.30 4.30 27.09
for A.E ist/ iind room Sqm 1 5.30 3.30 17.49
for A.E. iiird room 1 4.40 3.15 13.86
Toilet with attech A.E. ist room 1 2.50 2.10 5.25
Toilet with attech A.E. iiird room 1 2.80 2.20 6.16
Toilet with attech E.E.,s room 1 2.80 2.00 5.60
Genaral w.c.,urinals for office stoff 1 4.80 2.40 11.52
2 2.10 1.50 6.30
Total Sqm 93.27
12
10
with ateched E.E.,s room ,toilet
11
In A.E." s camp Office in side lab
in room
A.E.iiird
A.E.Ist room
toilet
E.E.,s room
toilet
in Item 1
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Providing and laying of wall tiles in baths
including supply of all materials such as
tiles,cement,c.sand,labour etc&complete L+B
Toilet with attech E.E. ,s room L=(2.8+2.0) Sqm 2 4.80 2.10 20.16
with attech A.E. ist room L=2(2.5+1.7) Sqm 2 4.20 2.10 17.64
with attech A.E. iiird room L=2(2.8+2.2) 2 5.00 2.10 21.00
Genaral w.c.,urinals for office stoff L=2(4.9+2.35) 2 7.25 2.10 30.45
in side w.c 4 2.35 2.10 19.74
in side w.c 4 2.45 2.10 20.58
L=2(2.12+2.22) 2 4.34 2.10 18.23
Total Sqm 88.83Supply & Fixing steel grills,sections in old
existing windows in rooms , & ventiletors
into bathrooms.
A.E. iiird room & camp room window Sqm 4 0.80 1.10 3.52
3 1.65 1.10 5.45
V 2 0.90 0.45 0.81
Store room w 1 0.90 1.30 1.17
Total Sqm 10.95
Supply & Fixing glass pannels in old
windows replesed to damaged pannels Sqm 2.00 2.00
Supply of wooden furniture as under&
complete
A - Tables of size - 6'x4' ft Nos 2 2 B - Chairs Nos 40 40
C - Chairs with cussion Nos 8 8
D- Benches Nos 4 4
Supply of Steel Almirah with Box cell
6 Nos each including fittings locks in
each and complete. Nos 2 2
Supply of ceilling Fans & fittings
complete Nos 4 4
19 Supplying & fittings of coolers Nos 5 5
Supply of computers with assesaries
required for work official work. Nos 2 2
21 Supplying of computr Tables Nos 2 2
Apply priming coat over new steel and
other metal surface after and includingprepairing the surface throughly cleaning
oil grease dirt etc and scoured with wire
brushes, fine steel /wood scrappers sand
papering and knoting including cost of all
materials, labour abd t&p[ etc required
for proper completion of work. door Sqm 8 1.00 2.00 16.00
door 7 0.75 2.00 10.50
window 4 1.65 2.00 13.20
window 7 0.80 2.00 11.20
window 2 0.90 1.25 2.25
Total Sqm 53.15
Painting first coat over priming coat
( excluding cost of priming coat)
painting with medium quality enemelpaint on wooden/ steel door & windows
and complete. In EE,room , AE ist, AE iiird
rooms , camp rooms , AO room, and in
their bath/ Toilets. Complete the work door Sqm 8 1.00 2.00 16.00
door 7 0.75 2.00 10.50
window 4 1.65 2.00 13.20
window 7 0.80 2.00 11.20
window 2 0.90 1.25 2.25
Total Sqm 53.15
Same as in item no 18 above but
subseqent coat after first coat onasabove Sqm same as above 53.15
24
17
18
20
22
23
13
14
15
16
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One priming coat & one coat of dry
distemper on new / old surface including
supply of all materials , labour , t&p etc.
complete.
for E.E.,S room Sqm 2 6.30 3.40 42.84
2 4.30 3.40 29.24
ceilling 1 6.30 4.30 27.09
for A.E ist/ iind room Sqm 2 5.30 3.40 36.04
2 3.30 3.40 22.44
ceilling 1 5.30 3.30 17.49for A.E. iiird room 2 4.40 3.60 31.68
2 3.15 3.60 22.68
ceilling 1 4.40 3.15 13.86
Toilet with attech A.E. ist room 2 2.50 1.30 6.50
2 2.10 1.30 5.46
ceilling 1 2.50 2.10 5.25
Toilet with attech A.E. iiird room 2 2.80 1.10 6.16
2 2.20 1.10 4.84
ceilling 1 2.80 2.20 6.16
Toilet with attech E.E.,s room 2 2.80 1.30 7.28
2 2.00 1.30 5.20
ceilling 1 2.80 2.00 5.60
Genaral w.c.,urinals for office stoff 2 4.80 0.90 8.64
2 2.40 0.90 4.324 2.10 0.90 7.56
4 1.50 0.90 5.40
ceilling 1 4.80 2.40 11.52
ceilling 2 2.10 1.50 6.30
Toilet with attech A.O.,s room 2 2.10 1.10 4.62
2 1.70 1.10 3.74
ceilling 1 6.30 4.30 27.09
J.E. ( T ) Room 2 3.30 3.00 19.80
2 2.40 3.00 14.40
ceilling 1 6.30 4.30 27.09
Total Sqm 409.20
Same as above item no 20 but for each
coat of distemper after the first coat &
complete. Sqm same as above 409.20Replece old damaged Electric wiring with
New Fittings Electric wirings in Rooms &
bath etc. Complete the work. job 1 1.00
25
26
Junior Engineer Assistant Engineer
27
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S. No. Item of work Unit Qty. Rate Per Amount
1 Dismantling Brick / Tile work of old damaged Toilets,
Bath rooms ( to chnge techanical room /A.E. and
disposal of dismamtled material up to lead of 1000m.
All labour T&p etc complete. Cum 14.85 155.70 Cum 2312.22
2 Scraping of Bricks Dismantled from Brick Workincluding Stacking.( obtain from dismantled brick
work.) Nos 684.00 0.60 Nos 410.40
3 Scarping Plaster in Lime or Cement Mortar from
Brick/ Stone Masonry ( damaged surface of old
plaster ) Sqm 131.68 7.20 Sqm 948.096
Providing and Fixing of M.S.Sheets on
roof of AE iiird / AO/ Store godwn room
including supplying of sheets nuts & bolts
all materials , labour for fixing etc comp-
lete .
Earth Work in excavation in foundation
in ordinary soil etc i/c all lead & lift, all
labour T & P etc. Complete. For constru-
ction of new General Toilets & w.c for
official use .
6 Plain cement concrete 1:3:6 mix with crushed
stone aggregate 40 mm nominal size
mechanically mixed, placed in foundation and
compacted by vibration including curing for 14
days.( in foundation & flooring of urinals,toilets)Cum 4.98 4008.00 Cum 19956.83
Brick masonry work in 1:3 in sub-structure complete excluding
pointing and plastering, as per
drawing and Technical Specifications
in construction of new urinals,Toilets,
& side wall of store godown room no 1
& reconstruction of parapet wall of roofs
by dismanteling of old damaged parapets
complete the work.
8 Plain M15 Cement Concrete in Open Foundationcomplete as per Drawing and Technical
Specifications. In plinth of new urinals & toilets
and its flooring.complete.
Cum 2.13 4540.80 Cum 9669.07
Plastering with cement mortar
(1:3) Cement : coarse sand over brick
work and over old damaged dismantled
portion & complete.
BILL OF QUANTITY
4
36780.90Sqm741.7049.59Sqm
Name of work : Repair and Maintenance of Divisonal Office N.H. C.D. Pwd Bareilly.
1452.94
7
Cum 33.18 3831.90 Cum 127140.53
5
Cum 11.53 126.00 Cum
29425.09
9
Sqm 299.04 98.40 Sqm
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Providing & Repreparing falls ceelling at
place of old damaged as under
( as per market rates )
providing and fixing urinals sheets,Tapes
washbasin,water supply/drainage fittings
W.C.fittings, cysterns
fittings etc. complete .
( in combine bath & toilets )with atached E.E.,s room job 1.00 20200.00 Job 20200.00
with aatached A.E. ist room job 1.00 20200.00 Job 20200.00
with attech A.E. iiird room job 1.00 20200.00 Job 20200.00
with attech Accountant officer room job 1.00 20200.00 Job 20200.00
Genaral w.c.,urinals for office stoff job 1.00 27910.00 Job 27910.00
Providing and laying of floor tiles
including supply of all materials such as
tiles,cement,c.sand,labour etc&complete
Providing and laying of wall tiles in baths
including supply of all materials such as
tiles,cement,c.sand,labour etc&completeSupply & Fixing steel grills,sections in old
existing windows in rooms , & ventiletors
into bathrooms.
Supply & Fixing glass pannels in old
windows replesed to damaged pannels
Supply of wooden furniture as under&
complete
A - Tables of size 6' x 4' ft Nos 2 11500.00 Nos 23000.00
B - Chairs Nos 40 1600.00 Nos 64000.00
C - Chairs 8 3500.00 Nos 28000.00
D - Benches Nos 4 650.00 Nos 2600.00
Supply of Steel Almirah with Box cell
6 Nos each including fittings locks in
each and complete.
Supply of ceilling Fans & fittings
complete
19 Supplying & fittings of coolers Nos 5 9000.00 Nos 45000.00
Supply of computers with assesaries
required for work official work.
21 Supplying of computr Tables Nos 2 3500.00 Nos 7000.00
Apply priming coat over new steel and
other metal surface after and including
prepairing the surface throughly cleaning
oil grease dirt etc and scoured with wire
brushes, fine steel / wood scrappers sand
papering and knoting including cost of all
materials, labour abd t&p[ etc required
for proper completion of work.
S.I. ( chapter 15 new item 1 )
400.00 Sqm 16060.00
11
10
Sqm 40.15
1354.80 Sqm 126362.20
13
Sqm 88.83 688.20 Sqm
12
Sqm 93.27
16
15
Sqm 2.00 807.00
14
Sqm 10.95 1750.00
Sqm 1614.00
61132.81
19153.75Sqm
36000.00
18
Nos 4 2000.00 Nos 8000.00
17
Nos 2 18000.00 Nos
22
Sqm 53.15 17.00
112000.00
Sqm 903.55
20
Nos 2 56000.00 Nos
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Painting first coat over priming coat
( excluding cost of priming coat)
painting with medium quality enemel
paint on wooden/ steel door & windows
and complete. In EE,room , AE ist, AE iiird
rooms , camp rooms , AO room, and in
their bath/ Toilets. Complete the work
S.I. ( chapter 15 new item 2 )Same as in item no 23 above but
subseqent coat after first coat onasabove
One priming coat & one coat of dry
distemper on new / old surface including
supply of all materials , labour , t&p etc.
complete. ( S.I.no 681 )
Same as above item no 20 but for each
coat of distemper after the first coat &
complete. ( S.I. no 682 )Replece old damaged Electric wiring with
New Fittings Electric wirings in Rooms &
bath etc. Complete the work.
938527.73
Junior Engineer Assistant Engineer
24
Sqm 53.15 20.00 Sqm 1063.00
1328.75Sqm25.0053.15Sqm
23
27
job 1.00 35000.00 Job 35000.00
9002.40
26
Sqm 409.20 11.00 Sqm 4501.20
Sqm
25
409.20 22.00 Sqm
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S. No. Item of work Unit Rate Remarks
1
Dismantling of Brick work and disposal of dismantled
material upto a lead of 1000m . Cum 155.70
2Scraping of Bricks Dismantled from Brick Work including
Stacking. 0.60
3 Scarping Plaster in Lime or Cement Mortar from Brick/ StoneMasonry 7.20
4 Earth work in excavation in foundation of structures
as per drawing and technical specifications.
Cum 126.00
5 Cement concrete with 4cm gauge approved stone
ballast, approved coarse sand cement in the
proportion of 6:3:1 icluding supply of the all material,
labour and T & P etc. required for proper comletion of
the work Cum 4008.00
6 First Class Brick Work in 1:3 Cement and Coarse sand
Cum 3831.90
7 Plastering with cement mortar (1:3) Cement : coarse
sand Sqm 98.40
8 PCC M 15 / Plain Cement Concrete in Open foundation Cum 4540.80
9 Providing & fixing M.S.Sheets on roof Sqm 741.70
10 Fittings into Toilets/ bath for General office stoff Nos 27910.00
11 Fittings into Toilets/ bath atteched EE/AE room Nos 20200.00
12 Providing and laying of floor tiles Sqm 1354.80
14 Providing and laying of wall tiles Sqm 688.20
15 Providing and laying of wall tiles Sqm 1750.00
16 Supply & Fixing glass pannels in old Sqm 807.00
Assistant engineer Executive Engineer Suprintending Engineer
NH, PWD, Bareilly NH, PWD, Bareilly 28Th Circle, PWD, Bareilly
Ceritication of Rates
It is to certified that the rate of the following items of work i.e. for item No. 1 to 31
It is also certified that I am component to approve the rates of all these items as per
Name of work : Repair and Maintenance of Divisonal Office N.H. C.D. Pwd Bareilly.
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S.No. Item of Work Amount
Repair and Maintenance of Divisonal
Office N.H. C.D. Pwd Bareilly.
Total - A 938527.73
2 W.C. Establishment 1.5% on A 14077.92
3 Labour cess 1% on A 9385.28
Total 961990.92
961991.00
Say Rs . 9.62 Lacs
Junior Engineer Assistant Engineer Executive Engineer
NH, PWD, Bareilly NH, PWD, Bareilly NH, PWD, Bareilly
Suprintending Engineer
28th Circle NH, PWD, Bareilly
Summary of Cost
Name of work : Repair and Maintenance of Divisonal Office N.H.C.D.Pwd
1
938527.73
Bareilly ( 2012 - 2013 )