Office Maintenance

8/13/2019 Office Maintenance

1/19

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


2/19

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



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


3/19

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.


13.1 1300 &

2200

Unit = 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



4/19

CL.

No.


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


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



5/19

CL.

No.


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


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



6/19

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.


13.3 1300 &

2200

Unit = 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


a+b+c 894.14


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



7/19

3.13 304

Ordinary soil

Unit = 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.


13.3 1300 &

2200

Unit = 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


a+b+c 894.14


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



8/19

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


Fittings into Toilets/ bath for General office stoff


9/19

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


10/19

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 )


11/19

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


12/19

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


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


13/19

Providing and laying of wall tiles in baths


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


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


14/19

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


27


15/19

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


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


16/19

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



tiles,cement,c.sand,labour etc&complete

Providing and laying of wall tiles in baths


tiles,cement,c.sand,labour etc&completeSupply & Fixing steel grills,sections in old

existing windows in rooms , & ventiletors

into bathrooms.


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


17/19

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


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


18/19

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



19/19

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 )

Documents

Office Maintenance