This document contains rate analysis information for various civil engineering works, including materials, equipment, labor, and unit rates. It includes rate schedules for fencing, hand and pressure pipes, roads, canal linings, flooring, and other construction items. Contact information is provided for the project advisor and students. The rate analysis is intended to provide ease for both educational and professional quantity surveying work.

1. IN THE NAME OF ALLAH,THE MOST MERCIFUL AND BENIFICIAL
COMPUTER AIDED RATE ANALYSIS FOR CIVIL ENGINEERING WORKS
PROJECT ADVISOR: NOOR MUHAMMAD KHAN (PROFESSOR IN CIVIL ENGG. DEPT. UET LAHORE
STUDENTS: 99-CIVIL-886 99-CIVIL-891 99-CIVIL-890 99-CIVIL-909
CONTACT:(Project advisor) maaz_96@hotmail.com
Students: emranmalik@hotmail.com , 03334266880@ufone.com ,siddiqui890@hotmail.com

2. INTRODUCTION .
The project is basically final year thesis naming ´Computer Aided Rate Analysis for
Civil Engineering Worksµ(CARACE).It is wholly Microsoft excel based software
providing ease not only for educational purpose but also for professional works.
Professor Muhammad Noor Khan offered it for the first time. Quite possible that most
of quantity surveyors may have their individual sheets for rate analysis but this is a
combine network of sheets surrounding maximum civil engineering works.
We managed it in the form of a single work book but adding different sheets and
linking them with one each other. We used different tools of excel mostly"form tool
bar"(visual basic format) which made it more handy like a software to treat it;
avoiding the key board and increasing the use of mouse by just clicking and getting
results.(For further assistance see manual or contacts.Thanks!)

3. PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY
DRAFTING STANDARDS
MATERIAL AND LABOUR Jun-98
Items Description Materials Units Qty Remark
Fencing Providing and fixing barbed
wires with 4 horizontal and
two cross wires with RCC
1:2:4 posts 5.578ft 6"x12"
(8" c/c)reinforced with #4
0.4inch dia vrtical bars and
0.118inch dia stirrups12
inch c/c complete in all
respects
(a) Without Cement Conc
base Sand %cft 15.84
Cement bags 6.3
Crush %cft 31.68
MS bars kg 54
Barbed wire lbs 26.6
Hooks lbs L.M
Mazdoor No 5
Mason No 2
Bahishti No 1
(b)In cement conc. Base
1:4:8 Sand %cft 39
Cement bags 11
Crush %cft 79
MS bars kg 54
Barbed wire lbs 26.6
Hooks lbs L.M
Mazdoor No 8
Mason No 2.5
Bahishti No 1.25
Hand pipes and
Pressure pipes
Cutting pipes upto 2" dia
(100nos) Mazdoor nos 4
Black Smith nos 4
Cutting pipes above 2" dia
(100nos) Mazdoor nos 6.25
Black Smith nos 8.75
Threading pipe ends 1.5" to
4" (100 nos) Mazdoor nos 4.17
Black Smith nos 5.2
Assembling 1.5" dia
pressure pipe Mazdoor 100 lft 1.5
Fitter 100 lft 1
Boring and fixing 1.5" dia
pressure pipe
(a) In ordinary Soil Mazdoor 30 rft 3.5
Fitter 30 rft 1
(b) In clay Mazdoor 30 rft 8
Fitter 30 rft 1
Fixing hand pump (Machine
only) Fitter 1 no 0.4
Roads 1-EARTH WORK
Earth work in all types of
soils exept rock for
embankment lead upto
500ft and lift upto 5ft
including ploughing mixing
with blade or disk harrow or
other suitable equipment
compaction by mechanical
means complete at opt.
m.c. and dressing to design
sections. material
desiel lts 13.5
mobil oil lts 1.4
equipment
Tractor Hrs 1
Sheep foot roller Hrs 2
Tamping roller Hrs 2
labour nos
driver nos 0.125
Sheep foot roller
driver nos 0.125
Tamping roller driver nos 0.125
Cleaner for SF roller nos 0.125
Cleaner for Tamp
roller nos 0.125
Dresser nos 0.2
Mazdoor nos 7.12
2-EARTH WORK

4. Earth work excavation in all
types of soils except rocks
for channels, drains,
etc.Dressed to design
sections grades and
profiles and excavated
material disposed of and
dressed lead upto 50ft labour
Dresser nos 0.2
Mazdoor nos 7.12
SUB BASE COURSE
1-Sub base course of
bricks on edge 4.5" thick Materials
Burnt bricks nos 1400
Sand cft 22
Equipement
Road Roller day 0.01
Wheel Barrow nos 0.002
Labour
Supervisor nos 0.02
Mason nos 0.5
Mazdoor nos 1
Bahishti nos 1
2-Sub base course of bick
ballast including
compaction to reqd camber
and grade Materials
Sand cft 25
Brick ballast cft 100
Equipement
Water tanker day 0.02
Donky pump nos 0.001
Road Roller day 0.05
Wheel Barrow nos 0.002
labour
Supervisor nos 0.02
Dresser nos 0.5
Mazdoor nos 1
3-Sub base course of
granular material including
placing, mixing and
compation to reqd camber
and grade Materials
Pit run gravel cft 125
Equipment
Water tanker day 0.02
donkey pump nos 0.001
Road roller day 0.05
Wheell Barrow nos 0.002
Labour
Supervisor nos 0.01
Dressor nos 0.5
mazdoor nos 1
BASE COURSE:-
base couse of hand
crushed stone aggregate
including mixing , spreding
to required depth and
compaction of the base
course material filling voids
with stone dust with the
help of sprinkiling water as
specified. materials:
hand crushed stone
agg cft 115
stone dust cft 10
Equipment
Water tanker day 0.04
donkey pump nos 0.0002
Road roller day 0.08
Whell Barrow nos 0.005
Labour
Supervisor nos 0.02
Dressor nos 0.75
mazdoor nos 1.5
surfacing:
surface treatment(TST):
a)first coat
Materials
Crush cft 5.5
Bitumen kg 20.42
Fuel Wood kg 10
Basket nos 0.05
Equip
Tar Boiler day 0.015
Road Roller day 0.01
Labour
Spray man nos 0.015
Chakri Man nos 0.015
Mazdoor nos 0.18
b)second coat
Materials
Crush cft 9
Bitumen kg 29.52
Fuel Wood kg 14.5
Basket nos 0.081

5. Equip
Tar Boiler day 0.03
Road Roller day 0.02
Labour
Spray man nos 0.03
Chakri Man nos 0.025
Mazdoor nos 0.28
c)third coat
Materials
Crush cft 11.5
Bitumen kg 40.92
Fuel Wood kg 20
Basket nos 0.101
Equip
Tar Boiler day 0.045
Road Roller day 0.03
Labour
Spray man nos 0.045
Chakri Man nos 0.075
Mazdoor nos 0.33
PRE MIXED ASPHALT:
plant mixed bitumineous
carpet includinjg
compaction and finishing to
required camber grade and
density.
a)1" thick material
Crush cft 7.3
Bitumen kg 37.4
Fuel Wood kg 20
Course Sand cft 4.9
Filler dust cft 0.54
Equip
Mixer day 0.03
Tar Boiler day 0.01
Road Rolller day 0.01
Labour
Spray Man nos 0.1
Dresser nos 0.1
Skilled Mazdoor nos 2
b) 1.5" thick material
Crush cft 11.6
Bitumen kg 59.6
Fuel Wood kg 30
Course Sand cft 8
Filler dust cft 0.86
Equip
Mixer day 0.05
Tar Boiler day 0.013
Road Rolller day 0.01
Labour
Spray Man nos 0.1
Dresser nos 0.1
Skilled Mazdoor nos 3.2
c) 2" thick
material
Crush cft 14.5
Bitumen kg 70.33
Fuel Wood kg 35
Course Sand cft 1
Filler dust cft 1.1
Equip
Mixer day 0.06
Tar Boiler day 0.016
Road Rolller day 0.01
Labour
Spray Man nos 0.1
Dresser nos 0.1
Skilled Mazdoor nos 4
ROAD EDGING COMPLET
For 100 Rft material
Bricks nos 267
Labour
Mason nos 0.5
Mazdoor nos 0.5
CANAL LININGS
SUB GRADE PREP
Formation, Dressing and
Preparing subgrade
a) In Bed Labour
Dresser nos 0.33
Mazdoor nos 0.75
b)On Slope Labour
Dresser nos 0.5
Mazdoor nos 2
LININGS
a)-Stabalize layer of c/s
ratio 1:30, 2" thick on Slope material
Sand cft 18
Cement bags 0.5
Labour
Mason nos 0.5
Mazdoor nos 1.5
Bahishti nos 0.5
b)
1-Cement Plaster 0.5" thick
ratio 1:3
a) In Bed material
Sand cft 2.5

6. Cement bags 0.7
Labour
Mason nos 0.33
Mazdoor nos 1
Bahishti nos 0.5
b) on Slope material
Sand cft 2.5
Cement bags 0.7
Labour
Mason nos 0.5
Mazdoor nos 1.25
Bahishti nos 0.5
2-Cement plaster 1.5" thick
ratio 1:6
a) In Bed material
Sand cft 11.7
Cement bags 1.56
Labour
Mason nos 0.5
Mazdoor nos 1.25
Bahishti nos 0.5
b) on Slope material
Sand cft 11.7
Cement bags 1.56
Labour
Mason nos 0.75
Mazdoor nos 1.5
Bahishti nos 0.5
3-Tiles Linings (12"x6"x2")
in 1:6 c/s mortar
a) In Bed material
Tiles nos 1200
Sand cft 25.7
Cement bags 3.44
Labour
Mason nos 2.5
Mazdoor nos 5
Bahishti nos 0.75
b) on Slope material
Tiles nos 1200
Sand cft 25.7
Cement bags 3.44
Labour
Mason nos 2.75
Mazdoor nos 6
Bahishti nos 0.75
4-Tiles Linings (12"x6"x2")
in 1:3 c/s mortar
a) In Bed material
Tiles nos 1200
Sand cft 22.5
Cement bags 6
Labour
Mason nos 2.5
Mazdoor nos 5
Bahishti nos 0.75
b) on Slope material
Tiles nos 1200
Sand cft 25.7
Cement bags 3.44
Labour
Mason nos 2.75
Mazdoor nos 6
Bahishti nos 0.75
5-Bricks Linings (9"x4-
1/2"x3") in 1:6 c/s mortar
a) In Bed material
Bricks nos 1350
Sand cft 25.7
Cement bags 3.44
Labour
Mason nos 2.5
Mazdoor nos 5
Bahishti nos 0.75
b) on Slope material
Bricks nos 1350
Sand cft 25.7
Cement bags 3.44
Labour
Mason nos 2.75
Mazdoor nos 6
Bahishti nos 0.75
6-Bricks Linings (9"x4-
1/2"x3") in 1:3 c/s mortar
a) In Bed material
Bricks nos 1350
Sand cft 22.5
Cement bags 6
Labour
Mason nos 2.5
Mazdoor nos 5
Bahishti nos 0.75

7. b) on Slope material
Bricks nos 1350
Sand cft 22.5
Cement bags 6
Labour
Mason nos 2.75
Mazdoor nos 6
Bahishti nos 0.75
7-Cement Concrete Linings
in 1:3:6 , 4" thick
a) In Bed material
Stone Ballast 3/4"
gauge cft 92
Sand cft 46
Cement bags 13
Labour
Mason nos 1
Mazdoor nos 6
Bahishti nos 0.5
b) on Slope material
Stone Ballast 3/4"
gauge cft 92
Sand cft 46
Cement bags 13
Labour
Mason nos 1.25
Mazdoor nos 7
Bahishti nos 0.5
FLOORING:
1-Topping of cement conc
(1:2:4) including surface
finishing and dividing int
panels
a) 25 mm Thick:
for 100 square feet Material:
Cement bags 1.52
Sand cft 3.7
Coarse aggregate cft 7.4
Labour:
Carpenter nos 0.25
Mason nos 1
Coolie nos 0.5
Bahishti nos 0.1
b)40mm Thick
for 100 square feet Material:
Cement bags 2.24
Sand cft 5.5
Coarse aggregate cft 11
Labour:
Carpenter nos 0.25
Mason nos 1
Coolie nos 1
Bahishti nos 0.15
c)50 mm Thick
for 100 square feet Material:
Cement bags 3.05
Sand cft 7.4
Coarse aggregate cft 14.7
Labour:
Carpenter nos 0.25
Mason nos 1
Coolie nos 1.5
Bahishti nos 0.15
d)75 mm Thick
for 100 square feet Material:
Cement bags 4.47
Sand cft 11
Coarse aggregate cft 22
Labour:
Carpenter nos 0.25
Mason nos 1
Coolie nos 2
Bahishti nos 0.25
P.C.C 1:2:4
1-1/2 inch thick Cement bags 2.2 *Class Notes
Sand cft 5.5 *Class Notes
Coarse aggregate cft 11 *Class Notes
Labour: *Class Notes
mason day 0.13 *Class Notes
mazdoor day 1.36 *Class Notes
bhishti day 0.49 *Class Notes
mixer operator day 0.038 *Class Notes
vibrator operator day 0.038 *Class Notes
P.C.C 1:4:8
3 inch thick Cement bags 2.37 *Class Notes
Sand cft 11.85 *Class Notes
Coarse aggregate cft 23.69 *Class Notes
Labour: *Class Notes
mason day 0.26 *Class Notes
mazdoor day 2.37 *Class Notes
bhishti day 0.98 *Class Notes
mixer operator day 0.076 *Class Notes
vibrator operator day 0.076 *Class Notes

8. 2-Mosaic flooring consisting
of mosaic topping of one
part of cement to two parts
of marble chips laid over 25
mm thick flooring of 1:2:4
cement conc including
rubbing and polishing
complete
a)10 mm thick mosaic
topping (with grey cement)
for 100 square feet Material:
Cement bags 3.05
Sand cft 3.7
Coarse aggregate cft 7.4
Marble chips bags 10
Marble powder bags 1.5
Wax polish kg 0.5
Labour:
Mason nos 2
Coolies nos 7.25
Bahishti nos 0.75
b)13 mm thick mosaic
topping (with grey cement)
for 100 square feet Material:
Cement bags 3.3
Sand cft 3.7
Coarse aggregate cft 7.4
Marble chips bags 13
Marble powder bags 1.8
Wax polish kg 0.5
Labour:
Mason nos 2
Coolies nos 7.25
Bahishti nos 0.8
c)10 mm thick mosaic
topping (with white cement)
for 100 square feet Material:
Cement Grey bags 1.52
Cement white bags 1.52
Sand cft 3.7
Coarse aggregate cft 7.4
Marble chips bags 10
Marble powder bags 1.5
Wax polish kg 0.5
Labour:
Mason nos 2
Coolies nos 7.25
Bahishti nos 0.75
d)13 mm thick mosaic
topping (with white cement)
for 100 square feet Material:
Cement Grey bags 1.5
Cement white bags 1.78
Sand cft 3.7
Coarse aggregate cft 7.4
Marble chips bags 13
Marble powder bags 1.8
Wax polish kg 0.5
Labour:
Mason nos 2
Coolies nos 7.5
Bahishti nos 0.8
3-Flooring comprising of
white/coloured glazed tiles
6mm thick laid in white
cement mortar 1:2 over
19mm thick cement mortar
1:2 complete
a) White glazed tiles
for 100 square feet Material:
Cement grey bags 2.2
Cement white bags 0.1
Sand cft 5.2
Glazed Tiles nos 420
Labour:
Mason nos 2
Coolies nos 4
Bahishti nos 0.5
b) Coloured glazed tiles
for 100 square feet Material:
Cement grey bags 2.2
Cement white bags 0.1
Sand cft 5.2
Glazed Tiles nos 420
Pigment kg 0.1
Labour:
Mason nos 2
Coolies nos 4
Bahishti nos 0.5
4-Vinyl floor tiles laid with
adhesive, 300x300x3 mm
size on firm foundation
for 100 square feet Material:
PVC Tiles sq m 9.76
Adhesive litres 2.5
Labour:

9. Tiles layer nos 1.5
Skilled Cooly nos 1
5-Burnt clay tiles
(230x115x40 mm) laid flat
in 1:6 cement mortar over a
bed of 19 mm thick cement
mortar 1:6
for 100 square feet Material:
Burnt clay tiles nos 210
Cement bags 1.12
Sand cft 8
Labour:
Mason nos 0.75
Coolies nos 1.5
Bahishti nos 0.5
6-Burnt clay tiles
(230x115x40 mm) laid flat
in 1:3 cement mortar over a
bed of 20 mm thick cement
mortar 1:6
for 100 square feet Material:
Burnt clay tiles nos 350
Cement bags 1.42
Sand cft 12
Labour:
Mason nos 1
Coolies nos 1.5
Bahishti nos 0.5
7-Cement conc tiles laid flat
in 1:2 cement mortar over
19 mm thick bed of cement
mortar 1:2
a)300x300x25 mm
for 100 square feet Material:
Cement Conc tiles nos 105
Cement bags 2.64
Sand cft 7
Labour:
Mason nos 1.5
Coolies nos 2
Bahishti nos 0.33
b)225x225x20mm
for 100 square feet Material:
Cement Conc tiles nos 186
Cement bags 2.64
Sand cft 7
Labour:
Mason nos 1.5
Coolies nos 2
Bahishti nos 0.33
c)200x200x20 mm
for 100 square feet Material:
Cement Conc tiles nos 240
Cement bags 2.54
Sand cft 5
Labour:
Mason nos 1.5
Coolies nos 2
Bahishti nos 0.33
d)150x150x20 mm
for 100 square feet Material:
Cement Conc tiles nos 420
Cement bags 2.64
Sand cft 7
Labour:
Mason nos 1.5
Coolies nos 2
Bahishti nos 0.33
8-Flat brick flooring laid in
1:6 cement moratar over a
bed of 20mm cement
mortar 1:6
for 100 square feet Material:
Burnt bricks nos 350
Cement bags 1.32
Sand cft 10
Labour:
Mason nos 0.75
Coolies nos 1.5
Bahishti nos 0.5
9-Brick on edge flooringlaid
in 1:6 cement moratar over
a bed of 19 mm cement
mortar 1:6
for 100 square feet Material:
Burnt bricks nos 525
Cement bags 1.67
Sand cft 13
Labour:
Mason nos 1
Coolies nos 2
Bahishti nos 0.5
10-White marble flooring
fine dressed on the surface
without winding set in
cement mortar 1:2 laid over
19 mm thick cement mortar
1:2 including rubbing and
polishing
a)19 mm thick flooring

10. for 100 square feet Material:
Cement grey bags 2.64
Cement white bags 0.1
Sand cft 7
Marble tiles Sq ft 105
Wax polish/Primer kg 0.5
Labour:
Mason nos 5
Coolies nos 6
Bahishti nos 1
b)25 mm thick flooring
for 100 square feet Material:
Cement grey bags 2.64
Cement white bags 0.1
Sand cft 7
Marble tiles Sq ft 105
Wax polish/Primer kg 0.5
Labour:
Mason nos 5
Coolies nos 6
Bahishti nos 1
SKIRTING:
1-Tiles skirting laid in 1:2
cement mortar over 19 mm
thick cement mortar 1:2
including cement washing
and filling joints complete
a) Cement Tiles:
for 100 square feet Material:
Cement tiles nos 240
Cement grey bags 2.49
Sand cft 6
Pigment kg As Rqd
Labour:
Mason nos 1.5
Coolies nos 2.5
Bahishti nos 0.33
a) Mosaic Tiles:
for 100 square feet Material:
Mosaic/Glazed tiles nos 420
Cement white 0.08
Cement grey bags 2.49
Sand cft 6
Pigment kg As Rqd
Labour:
Mason nos 2
Coolies nos 2.5
Bahishti nos 0.25
2-Grey cement skirting or
dado 10mm thick including
rounding of corners and
straightening of top edge
finished to smooth surface
after plastering
a)Cement sand mortar 1:2
for 100 square feet Material:
Cement grey bags 1.27
Sand cft 3
Labour:
Mason nos 2.5
Coolies nos 1.5
Bahishti nos 0.33
a)Cement sand mortar 1:3
for 100 square feet Material:
Cement grey bags 1.02
Sand cft 3.5
Labour:
Mason nos 2.5
Coolies nos 1.5
Bahishti nos 0.33
3-White/Coloured glazed
tiles dado 6mm thick jonted
in white cement and laid
over 1:2 cement sand
mortar 19mm thick
including finishing
a)White glazed tiles
for 100 square feet Material:
Cement grey bags 2.2
Sand cft 5.2
Mosaic/Glazed tiles nos 420
Cement white bags 0.1
Labour:
Mason nos 2.5
Coolies nos 5
Bahishti nos 0.5
a)Coloured glazed tiles
for 100 square feet Material:
Cement grey bags 2.2
Sand cft 5.2
Mosaic/Glazed tiles nos 420
Cement white bags 0.1
Labour:
Mason nos 2.5
Coolies nos 5
Bahishti nos 0.5
RAILWAY

11. TRACK Laying ,linking of BG track
(including packing straigt- Mazdoor %ft 6
ening and levelling) Black Smith %ft 1
Laying and crossings Mazdoor Each 7
complete with fastening Fitter Each 0.5
SHUNTING
Hand shunting loaded
wagon or trucks
a)Upto 1/2 km Mazdoor Each 2.4
b)Upto 1 km Mazdoor Each 4.2
c)Upto Next each km Mazdoor Each 7.14
Hand shunting empty
wagon or trucks
a)Upto 1/2 km Mazdoor Each 0.8
b)Upto 1 km Mazdoor Each 0.98
c)Upto next each km Mazdoor Each 1.4
Fixing street lamp posts Mazdoor Nos 8
Binding ends of sleepers
and timber of all sizes and Mazdoor Nos. 15
kinds including spreading Fitter Nos. 4
and restacking
JUNGLE
CLEARANCE
cutting and removing trees
with a distance of 31m
a)Upto762mm girth Mzdoor Nos. 15
Carpenter Nos. 0.15
b)From 762mm to 1.8m Mzdoor Nos. 25
girht Carpenter Nos. 0.25
EXPANTION
JOINT
Filling Expansion joints
13mm thick for 102 to
152mm deep slabs with
bitumen mixed with sand
and saw dust
Saw dust 8
Bitumen 50
sand Cft 1
Mazdoor No 1.5
P/F Aluminium joint cover
(gole)3" size on expansion
joint Alum angle iron M 3.28
Nails M 2.4
Mazdoor No 3.28
SURVEYING
Supplying jamboo bundles
3m to 3.7m ith iron shoes
and flags 381square Bamboo with flags No 1
Iron shoes No 1
Mazdoor No 0.02
carpenter No 0.04
Supplying wooden pegs
for levelling 38mm dia.152mm
long Wood No 0.82
Mazdoor No 0.5
Carpenter No 0.25
Supplying wooden pegs
for aligniment 51to 76mm
dia 152mm long Wood No 2.26
Mazdoor No 1
Carpenter No 0.5
ROOF
INSULATION
Providing and laying of water
proofing and roof insulation
as per drawing and
following detail
a)1st coat @.0.75Kg per Bitumen 5
square meter and blinded Sand Cft 6
with sand at 0.012 cum per Mazdoor No 2
sqm Mason No 0.5
b)Polythene sheet (2 layer Polythene sheet Sqft 30
each 0.02mm thick) Mazdoor No 2
c)75mm earth filling includingMud plaster Sq ft 10
25mm thick mud plaster Earth filling Sq ft 8
Mazdoor No 2
Mason No 0.5
d)Single layer brick tile
(230mm*115mm*38mm
jointed grouted and flush
pointed in cement morter Brick tiles Sq ft 40
of 1:3 a) A Class 1000 2.6
b)B Class 1000 2.2
c) C Class 1000 2
Cement Bag 3
Sand Cft 9
Mazdoor No 3
Mason No 1

12. Bahishti No 0.5
INTERNAL SUI
GAS FOR
HOUSE
1) S/F Tubes water quality
GI ith all fitting that is Socket No 25
Sockets,bends,Tees,elbow bends No 20
where required and laid tees No 10
complete in trenches or fixedelbows No 15
to wall with 15mm dia. Mazdoor No 1
Fitter No 2
2)Brass valve,ball type
screwed both ends Brass valve No 5
complete with steel handle Steel handle No 3
20mm dia. Screw No 4
Mazdoor No 0.5
Fitter No 1
3)S/F Brass cock for gas
type,screwed both end
complete with chutki handle Brass cock No 1
nut 50mm dia complete Screw No 2
best quality including plug chutki handle No 2
nut No 2
plug No 2
Mazdoor No 0.25
Fitter No 1
4)Supplying and fixing 4"dia
ACpipe for flume AC pipe No 1
Fitter No 1
CIRCUITS
WIRING
Wiring for light circuit with
2.5sqmm(standard,7strads)
PVCinsulated 300/500 Wire ft 10
grade wires and including PVC pipe ft 4
heavy duty PVC conduit Earthwire ft 3
pipe Galaco/shavyl as Mazdoor No 1
approved recessed in walls Fitter No 2
columns,ceiling complete
conduit accessories and
5sqmm wire for earthing
in all respects.
BRICK
WORK Brick Work either,half or full
1 cft Mason days 0.0266
Mazdoor days 0.051
Bahishti days 0.00765
PPOINTING LABOUR Mason 0.00743
for 1 sft Mazdoor 0.00929
Labour for mixing 0.021
Bahishti 0.00929
Bahishti for Mixing 0.00198
P.C.C & mason days 0.0068 * From Class Notes
R.C.C mazdoor days 0.0708 * From Class Notes
bhishti days 0.0255 * From Class Notes
bar bender days 0.033 * From Class Notes
helper days 0.033 * From Class Notes
mixer operator days 0.00198 * From Class Notes
vibrator operator days 0.00198 * From Class Notes
PLASTERING LABOUR
for 1 cft
* From Class Notes mason days 0.007435
BRICK WORK Mazdoor days 0.00929
MORTAR Labour for mixing days 0.021
Bahishti days 0.00929
Bahishti for Mixing days 0.00198
EMULSION & Material
PAINTING
Prime Coat gal 0.123
Paint (ready Mixed) gal 0.204
Turpentine Oil gal 0.061
Labour
Painter nos 0.37
Mazdoor nos 0.37
D.P.C 1.5 inch thick Materials
Cement Bags bags 2.29
Vol of Sand cft 5.5
Margalla Crush cft 11
Bitumen kg 20
Polythene sheet ft2 100
Labour
Mason day 0.15
Mazdoor day 2
Carpenter day 0.15
Bahishti day 0.25

13. 2.0 inches thick Materials
Cement Bags bags 2.98
Vol of Sand cft 7.5
Margalla Crush cft 15
Bitumen kg 20
Polythene sheet ft2 100
Labour
Mason day 0.5
Mazdoor day 2
Carpenter day 0.15
Bahishti day 0.25
3.0 inches thick Materials
Cement Bags bags 4.6
Vol of Sand cft 11
Margalla Crush cft 15
Bitumen kg 20
Polythene sheet ft2 100
Labour
Mason day 0.5
Mazdoor day 2
Carpenter day 0.25
Bahishti day 0.25
Vertical D.P.C (1:2)
3/4 inch thick Cement bags 1.82
Sand cft 4.07
Bitumen kg 20
Labour
Mason day 0.5
Carpenter day 2
Bahishti day 0.25
DISTEMPERING One Coat Material
Chalk kg 2.25
Distemper Powder kg 1.5
Sand Paper ft2 0.25
Brush nos 0.02
Lime Unslaked kg 0.37
Gum nos L.S
Labour
Painter day 0.25
Mazdoor day 0.25
Two Coat
Material
Chalk kg 2.25
Distemper Powder kg 3
Sand Paper ft2 0.25
Brush nos 0.03
Lime Unslaked kg 0.37
Gum nos L.S
Labour
Painter day 0.37
Mazdoor day 0.37
WHITE First Coat Unslaked Lime kg 18
WASHING Blue Pigments L.S 1
Glue Powder L.S 1
White Washer 0.12
Mazdoor days 0
Second Coat Unslaked Lime kg 26
Mazdoor days 0.2
Third Coat Unslaked Lime kg 37
Mazdoor days 0.3
EARTHWORK
Earthwork excavation
undressed lead upto a
single throw of kassi,
phaorah or shovel 1000cft
a) In ashes sand,soft soilor
site clearance Mazdoor nos 3.75
b) In ordianary soil Mazdoor nos 4.5
Earthwork excavation in
ashes ,sand and soft soil or
silt clearance undressed
lead upto15 to 20 meters. Mazdoor nos 5.5
Borrow pit excavation
undressed lead upto 31m 1000cft
a) Ordinary soil Mazdoor nos 7
b) Hard soil Mazdoor nos 8
Excavation in shingle or
gravel formation and rock
not requiring blasting
undressed lead upto31m 1000cft
a) Dry Mazdoor nos 19
b) Wet Mazdoor nos 22
c) In flowing water Mazdoor nos 28

14. Excavation in rock dressed
to designed section ,grades
and profiles, excavated
material disposed off within
31m and lift upto 1.5 m 1000 cft
Soft rock slate,shale,schitst
or laterite work with pick
and crow bar
Blacksmith nos 1
Dresser nos 9
Bahishti nos 1
Digger nos 14
Extra for every 15-20 m
additional lead or part there
of
a) For soft ordinary hard
and very hard Mazdoor nos 0.18
b) For gravel shingle or
rock Mazdoor nos 0.21
Earthwok in ordinary soil for
embankment lead upto 31m
including ploughing and
mixing with blade or disc
harrow or other suitable.
a) 95% to 100% maximum
modified AASHTO dry
density
Tractor trolly nos 0.09
Water carrier nos 0.08
Compactor roller nos 0.09
Grader with driver nos 0.2
Rammer machine nos 0.4
Lab test nos 1
Mazdoor nos 1.25
Dresser nos 0.5
b) 90% maximum modified
AASHTO dry density
Tractor trolly nos 0.09
Water carrier nos 0.08
Compactor roller nos 0.09
Grader with driver nos 0.2
Rammer machine nos 0.4
Lab test nos 1
Mazdoor nos 1.25
Dresser nos 0.5
c) 85% maximum modified
AASHTO dry density
Tractor trolly nos 0.09
Water carrier nos 0.08
Compactor roller nos 0.09
Grader with driver nos 0.2
Rammer machine nos 0.4
Lab test nos 1
Mazdoor nos 1.25
Dresser nos 0.5
EARTHWORK
BY MECHANICAL
MEANS
Earthwork by mechanical
means in drains and
irrigation channels in all
kind of soil under following
conditions dressed to
designed
secton,grades,profiles /
with excavated
material,disposed off within
15-20 m lead and dressed
as directly by the Engineer 6000cft
a) Dry
Crane with bucket
and boom of 90' to
110' length hrs 2.25
Tractor Trolly hrs 2.25
Dredger hrs 2.25
Grader hrs 2.25
b) Dry and wet
Crane with bucket
and boom of 90' to
110' length hrs 2.45
Tractor Trolly hrs 2.45
Dredger hrs 2.45
Grader hrs 2.45
c) Wet and slush
Crane with bucket
and boom of 90' to
110' length hrs 2.63
Tractor Trolly hrs 2.63

15. Dredger hrs 2.63
Grader hrs 2.63
d) Slush
Crane with bucket
and boom of 90' to
110' length hrs 3.02
Tractor Trolly hrs 3.02
Dredger hrs 3.02
Grader hrs 3.02
e) Dry and wet to that of
slush (1:2)
Crane with bucket
and boom of 90' to
110' length hrs 2.83
Tractor Trolly hrs 2.83
Dredger hrs 2.83
Grader hrs 2.83
f)Under water
Crane with bucket
and boom of 90' to
110' length hrs 4.1
Tractor Trolly hrs 4.1
Dredger hrs 4.1
Grader hrs 4.1
SHUTTERING 100 sft
LABOUR
Black Smith/ nos 4
Carpenter
ROOFING
First class roofing
consisting of 100mm earth
and 25 mm mud plaster
with gobri leeping over 13
mm thick cement plaster
1:6 with 1.66 kg of hot
bitumen coating sand
blinded provided over 2
layers of burnt clay tiles
305x152x32 mm laid in 1:6
cement mortar including 1:2
cement pointing underneath
of tiles complete including
curing etc.
% Sft
Cement bags 1.79
Sand cft 13
Earth cft 55
Bitumen kg 74.936
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt clay tiles nos 400
Labour
Mason nos 3.65
Mazdoor nos 6
Bahishti nos 1.25
Second class roofing
consisting of 100mm(4")
earth and 25 mm(1") mud
plaster with gobri leeping
over 13 mm (0.5")thick
cement plaster 1:6 with
1.66 kg of hot bitumen
coating sand blinded
provided over 1 layer of
burnt clay tiles 305x152x51
(12"x6"x2") mm laid in 1:6
cement mortar including 1:2
cement pointing underneath
of tiles complete including
curing etc.
Cement bags 1.2
Sand cft 9
Earth cft 55
Bitumen kg 74.936
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt clay tiles nos 200
Labour
Mason nos 2.5
Mazdoor nos 5
Bahishti nos 1
Jack arch roofing 114mm
(4.5") thick laid in 1:5
cement mortar including an
average depth of 100mm
(4") cement concrete in
haunches and over crown
with 75 mm (3") earth and
25 mm (1") plaster ,soffits
of arches cement plastered
1:6 ,1/2" thick %Sft
Cement concrete in
haunches 1:6:12

16. Cement bags 4.85
Sand cft 32
Earth cft 45
Bitumen kg 34
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt Bricks nos 550
Stone aggts cft 35
Labour
Mason nos 3.5
Mazdoor nos 7
Bahishti nos 1
Carpenter nos 0.5
Cement concrete in
haunches 1:3:6
Cement bags 6.98
Sand cft 31
Earth cft 55
Bitumen kg 34
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt Bricks nos 550
Stone aggts cft 34
Labour
Mason nos 3.5
Mazdoor nos 7
Bahishti nos 1
Carpenter nos 0.5
Jack arch roofing 114mm
(4.5") thick laid in 1:5
cement mortar including an
average depth of 100mm
(4") cement concrete in
haunches and over crown
with 13mm (1/2") cemenent
plaster ,1:6 on top (exept
earth filling mud plaster and
gobri) soffit of arches
cement plastered.The rate
also includes bitumen
coating ,centring ,laying
skew bricks in cement sand
mortar (1:3) with fine
cement concrete using ston
aggts.
Cement concrete in
haunches 1:6:12
Cement bags 5.36
Sand cft 36
Bitumen kg 34
Fuel Wood kg 8
Burnt Bricks nos 550
Stone aggts cft 35
Labour
Mason nos 2.75
Mazdoor nos 5.5
Bahishti nos 1
Carpenter nos 0.5
Cement concrete in
haunches 1:3:6
Cement bags 7.5
Sand cft 36
Bitumen kg 34
Fuel Wood kg 8
Burnt Bricks nos 550
Stone aggts cft 34
Labour
Mason nos 2.75
Mazdoor nos 5.5
Bahishti nos 1
Carpenter nos 0.5

17. ZERO no units 0 don¶t disturb this column please!

18. RATE ANALYSIS FOR FLOORING
PROVIDE REQUIRED DIMENSIONS
Floor Dimensions: Length Width Area
35 ft 3 ft 105.0 sft
Earth Filling Thick: (in) 3
Sand Filling Thick:(in) 1
EARTH FILLING:
FLOORING WITH TILE
Material: Unit Qty Rate Amount FLOORING WITH BRI
Earth cft 26.25 3 78.75 FLOORING WITH CEM
Labour: FLOORING WITH MO
Mazdoor nos 0.19 125 23.44 FLOORING WITH MAR
COST 102.1875
SAND FILLING:
Material Unit Qty Rate Amount
sand cft 8.75 13 113.75
Labour:
mazdoor nos 0.0625 125 7.8125
COST 121.5625
3" THICK (1:4:8) PLAIN CEMENT CONCRETE
ITEM UNITS QTY RATE AMOUNT
Cement bags 2.37 230 545.1
Sand cft 11.85 13 154.05
Coarse aggregate cft 23.69 19 450.11
Labour:
mason day 0.26 250 65
mazdoor day 2.37 125 296.25
bhishti day 0.98 100 98
mixer operator day 0.076 150 11.4
vibrator operator day 0.076 150 11.4
Sum 1631.31
1-1/2" THICK (1:2:4) PLAIN CEMENT CONCRETE
ITEM UNITS QTY RATE AMOUNT
Cement bags 2.2 230 506
Sand cft 5.5 13 71.5
Coarse aggregate cft 11 19 209
Labour:
mason day 0.13 250 32.5
mazdoor day 1.36 125 170
bhishti day 0.49 100 49
mixer operator day 0.038 150 5.7
vibrator operator day 0.038 150 5.7
SUM 1049.4
CONTRACTOR'S PROFIT 2 % 20.988
SUM 1070.388
TOTAL COST = 3060.533 (For Earth,Sand Filling and P.C.C
FLOORING WITH TILES
USING 4 OF TYPE/SIZE 1
Burnt clay tiles laid in 1:6 cement mortar over a bed of 19mm thick cement mortar 1:6
ITEM UNITS QTY RATE AMOUNT
Material:
Burnt clay tiles nos 220.5 1.80 396.90
Cement grey bags 1.176 230 270.48
sand cft 8.4 7 58.8
-- -- 0 430 0
-- -- 0 20 0
-- -- 0 1 0
Labour: 0
Mason nos 0.7875 250 196.875
Cooly nos 1.575 125 196.875
Bahishti nos 0.525 100 52.5
-- 0 200 0
COST= 1172.43
Cost Including Earthwork,Sand Filling and P.C.C = 4232.96
BURNT CLAY TILES 230x115x40 mm (c/s 1:6)

19. FLOORING WITH BRICKS
SELECT TYPE OF FLOORING 2
Brick on edge flooring laid in 1:6 cement mortar over a bed of 19mm thick cement mortar 1:6
ITEM UNITS QTY RATE AMOUNT
Material:
Burnt bricks nos 551.25 1.5 826.875
Cement bags 1.7535 230 403.305
Sand cft 13.65 7 95.55
Labour:
Mason nos 1.05 250 262.5
Coolies nos 2.1 125 262.5
Bahishti nos 0.525 100 52.5
COST= 1903.23
Cost Including Earthwork,Sand Filling and P.C.C = 4963.76
FLOORING WITH CEMENT CONCRETE
SELECT THICKNESS OF FLOORING 4
Topping of cement conc (1:2:4) including surface finishing & dividing into panels.
ITEM UNITS QTY RATE AMOUNT
Material:
Cement bags 4.6935 230 1079.505
Sand cft 11.55 7 80.85
Coarse aggregate cft 23.1 14 323.4
Labour:
Carpenter nos 0.2625 200 52.5
Mason nos 1.05 250 262.5
Coolie nos 2.1 125 262.5
Bahishti nos 0.2625 100 26.25
COST= 2087.505
Cost Including Earthwork,Sand Filling and P.C.C = 5148.04
FLOORING WITH MOSAIC
SELECT THICKNESS & TYPE OF CEMENT 4
Mosaic flooring consisting of mosaic topping of one part of cement to two parts of marble chips laid
over 25 mm thick flooring of 1:2:4 cement conc including rubbing and polishing complete.
ITEM UNITS QTY RATE AMOUNT
Material:
Cement bags 1.575 230 362.25
Sand cft 3.885 7 27.195
Coarse aggregate cft 7.77 14 108.78
White cement bags 1.869 430 803.67
Marble chips bags 13.65 300 4095
Marble powder bags 1.89 30 56.7
Wax polish kg 0.525 200 105
Labour:
Mason nos 2.1 250 525
Coolies nos 7.875 125 984.375
Bahishti nos 0.84 100 84
COST= 7151.97
Cost Including Earthwork,Sand Filling and P.C.C = 10212.50
FLOORING WITH MARBLE
SELECT THICKNESS OF MARBLE 2
White marble flooring fine dressed on the surface without winding set in cement mortar 1:2 laid over
19mm thick cement mortar 1:2 including rubbing and polishing
ITEM UNITS QTY RATE AMOUNT
Material:
Cement grey bags 2.772 230 637.56
Cement white bags 0.105 430 45.15
Sand cft 7.35 7 51.45
Marble tiles Sq ft 110.25 100 11025
Wax polish/Primer kg 0.525 200 105
Labour:
Mason nos 5.25 250 1312.5
Mazdoor nos 6.3 125 787.5
Bahishti nos 1.05 100 105
COST= 14069.16
Cost Including Earthwork,Sand Filling and P.C.C = 17129.69
Brick on edge flooring
3 inches thick
13mm thick;white cement
1" thick flooring

21. TRUE
TRUE
4 Caution , don¶t disturb it please
CEMENT CONCRETE TILES
GLAZED TILES TRUE
VINYL TILES FALSE
BURNT CLAY TILES TRUE
TRUE
230x115x40 mm (c/s 1:6) TRUE
230x115x40 mm (c/s 1:3)
Flat brick flooring
Brick on edge flooring
1 inch thick
1.5 inch thick
2 inches thick
3 inches thick
10mm thick;grey cement
13mm thick;grey cement
10mm thick;white cement
13mm thick;white cement
3/4" thick flooring
1" thick flooring

22. RATE ANALYSIS FOR ROOFING
ROOFING WITH TILES
2
Materials units Qty Rate Cost
Cement bags 1.2 230 276
Sand cft 9 13 117
Earth cft 55 3 165
Bitumen kg 74.94 2 149.87
Fuel Wood kg 8 1.5 12
Clay cft 0.75 3 2.25 Cost For 2 sft of Area
Bhoosa sr 17 20 340
Cow dung cft 0.75 10 7.5
Burnt clay tiles nos 200 1.6 320 = 59.72 Rupees
Labour
Mason nos 2.5 250 625
Mazdoor nos 5 125 625
Bahishti nos 1 100 100
SUM 2739.622
Water 1.5% 41.09
Sundries 7.5% 205.47
C.P 10% 0 % 0.00
JACK ARCH ROOFING
2 1
Materials units Qty Rate Cost
Cement bags 5.36 230 1232.8
Sand cft 36 13 468
-- -- 0 0 0
Bitumen kg 34 2 68
Fuel Wood kg 8 1.5 12
-- -- 0 0 0
-- -- 0 0 0
-- -- 0 0 0 Cost For 1 sft of Area
Burnt Bricks nos 550 1 550
Stone aggts cft 35 19 665
Labour = 50.09 Rupees
Mason nos 2.75 250 687.5
Mazdoor nos 5.5 125 687.5
Bahishti nos 1 100 100
Carpenter nos 0.5 250 125
SUM 4595.8
Water 1.5% 68.94
Sundries 7.5% 344.69
C.P 10% 0 % 0.00
SECOND CLASS ROOFING
JACK ARCH ROOFING WITHOUT EARTHFILLING Cement concrete in haunches 1:6:12

24. Jack
arch
roofin
g
114m
m
(4.5")
thick
laid
in 1:5
ceme
nt
mort
ar
inclu
ding
an
avera
ge
depth
of
100m
m
(4")
ceme
nt
concr
ete
in
haun
ches
and
over
%Sft
Cem
ent
concr
ete in
haun
ches
1:6:1
2
Cement bags 4.85
Sand cft 32
Earth cft 45
Bitumen kg 34
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt Bricksnos 550
Stone aggtscft 35
Labour
Mason nos 3.5
Mazdoor nos 7
Bahishti nos 1
Carpenter nos 0.5
Cem
ent
concr
ete in
haun
ches
1:3:6
Cement bags 6.98
Sand cft 31
Earth cft 55
Bitumen kg 34
Fuel Wood kg 8
Clay cft 0.75
Bhoosa sr 17
Cow dung cft 0.75
Burnt Bricksnos 550
Stone aggtscft 34
Labour

25. Mason nos 3.5
Mazdoor nos 7
Bahishti nos 1
Carpenter nos 0.5
Jack
arch
roofin
g
114m
m
(4.5")
thick
laid
in 1:5
ceme
nt
mort
ar
inclu
ding
an
avera
ge
depth
of
100m
m
(4")
ceme
nt
concr
ete
in
haun
ches
and
overCem
ent
concr
ete in
haun
ches
1:6:1
2
Cement bags 5.36
Sand cft 36
Bitumen kg 34
Fuel Wood kg 8
Burnt Bricksnos 550
Stone aggtscft 35
Labour
Mason nos 2.75
Mazdoor nos 5.5
Bahishti nos 1
Carpenter nos 0.5
Cem
ent
concr
ete in
haun
ches
1:3:6
Cement bags 7.5
Sand cft 36
Bitumen kg 34
Fuel Wood kg 8
Burnt Bricksnos 550
Stone aggtscft 34
Labour
Mason nos 2.75
Mazdoor nos 5.5
Bahishti nos 1
Carpenter nos 0.5

26. FIRST CLASS ROOFING
SECOND CLASS ROOFING
Cement concrete in haunches 1:6:12
Cement concrete in haunches 1:3:6
JACK ARCH ROOFING WITH EARTH FILLING
JACK ARCH ROOFING WITHOUT EARTHFILLING

27. RATE ANALYSIS FOR SHUTTERING
SELECT TYPE OF SHUTTERING 2
PROVIDE REQUIRED DATA WOODEN PLANK SIZE
LENGTH 2.00 ft LENGTH 12 ft
WIDTH 1.00 ft WIDTH 12 inch
Height 1.00 ft THICK 1 inch
AREA 2 ft2
WOODEN SHUTTERING
Items Units Qty Rate Amount COST 9.61 Rs
Materials
Wooden Planks cft 0.17 450 74.97
-- -- 0 0 0.00
PROPS no 0.42 40 16.80
0.00 0 0
Labour
Carpenter no 0.08 250 20
Sum 111.77
Sundries 7.5% 8.38
Sum 120.15
Labour For Erection 3.60
WOODEN SHUTTERING

28. STEEL SHUTTERING
WOODEN SHUTTERING
VOL 1

29. RATES UPDATED 15-JAN-2003
Item No. Description Units Rs. / Unit Remark
Material:
Cement Bag Gray Bags 230
Cement Bag White Bags 430
Sand Ravi ft3
7
Sand Chenab ft3
13
Sand Lawrencepur ft3
17
Earth ft3 3
Aggregates Margala ft3
19
Aggregates Sargodha ft3
14
Aggregates Sakhi Sarwar ft3
15
Bhoosa Sr 20
Cow Dung ft3 10
Brick A Class 1000 2000
Brick B Class 1000 1500
Brick C Class 1000 1000
Brick Tiles A Class 1000 2200
Brick Tiles A Class 1000 1800
Brick Tiles A Class 1000 1600
Brick Gutka A Class 1000 2500
Brick Gutka B Class 1000 2200
Brick Gutka C Class 1000 1900
Tuff Pavers 2" thick colored ft2
31
Tuff Pavers 2" thick Grey color ft2
28
4" thick wall with IBM concrete blocks (Iz ft2
27
8" thick wall with IBM concrete blocks (Iz ft2
40
8" thick wall with IBM concrete Cavity blo ft2
26
Steel G-60 Steel made from Billets ton 21500
G-40 Steel ton 19000
MS Plates/ strip Kg 22
Square Bar Kg 19.5
Stainless Steel Pipe 1 1/2" dia Rft 150
Stainless Steel Pipe 1/2" dia Rft 75
Stainless Steel Plate sft 300
Tile/Marble Boticina Marble 12"x12"x3/4" no 80
Boticina Marble Slab ft2
130
Boticina for Skirting 4" high, 1/2" thick Rft 20
Granite ft2
800
Granite for Skiritng 4" high Rft 400
Granite Marble Slab ft2
1100
Ceramic Tiles Master 8"x10" Glazed Text m2
570
Ceramic Tiles Master 12"x12" Matt Finish m2
450
Cement conc Tiles m2 1
Venyle Floor Tiles m2
800
DOOR FITTINGSCatcher No 10
Handle No 20
Hinge Normal No 15
Steel Hinges 4"or 5" No 70
Lock 888 No 50
Yale Lock No 700
Nails No 1
BOARD MDF/Lasani Board 1/2" thick Sheet of 4'x8' 1000
MDF/Lasani Board 3/4" thick Sheet of 4'x8' 1100
Formica Sheet of 4'x8' 375
Formite Cladding/Lamination Sheet of 4'x8' 1060
Diar Ply sft 23.5
PU (Poly Urethane)Coated Deodar Ply sft 30

30. WOOD Deodar in Bulk without Ganth ft3
1000
Deodar in Bulk with Ganth ft3
700
Partal Wood ft3
450
SHESHAM ft3
750
OAK ft3
2700
TEAK ft3
3500
Saw dust 250
PAINT ICI Enamel Matt. Finish Gallon 750
ICI Enamel Gallon 635
ICI Plastic Emulsion Gallon 720
White Washing Unslaked Lime kg 4
Blue Pigments L.S 20
Sand Paper Sheet 7
Chalk kg 10
Distemper Powder kg 140
Paint Brush 120
Turpentine Oil Gallon 65
Glue Powder L.S 1
GLASS Glass Clear 12mm thick imported sft 110
Glass 12mm thick imported Green sft 110
Glass 5mm thick imported Green sft 40
Glass Block 8"x8" No 100
Looking Glass sft 80
Verticle Blinds 4" wide sft 125
Aluminium Doors/Windows Delux Sectio sft 275
PLUMBING WC Europian ICL/IFO No 3600
WC Indian ICL No 924
Cistern / tank No 300
CP Flush pipe No 150
CP Brass Flexible Conenction No 35
PVC Flexible inlet No 35
Brass Nuts, washers No 50
Chrome Plaetd Bottle Trap No 450
CP Brass Waste No 166
T-Cock single No 276
T-Cock double No 500
WashBasin with Pedistal (ICL) No 2000
Mixer for Wash Basin No 1050
Mixer for Sink No 1050
Mixer for Shower Master No 2200
Muslim Shower Master No 300
Sink Stainless steel (ASIA) 48"x20" No 1500
Sink Stainless steel (ASIA) 22"x20" No 1200
Pipe 1/2" dia Length of 20' 295
GI Pipes SIZE diameter THICKNESS
LIGHT
1/2" 2.0mm 14 per RFT
3/4" 2.3mm 21 per RFT
1" 2.6mm 28 per RFT
1.25" 2.6mm 37 per RFT
1.5" 2.9mm 44 per RFT
2" 2.9mm 55 per RFT
2.5" 3.2mm 74 per RFT
3" 3.2mm 86 per RFT
4" 3.65mm 156 per RFT
MEDIUM
1/2" 2.6mm 17 per RFT
3/4" 2.6mm 23 per RFT
1" 3.2mm 32 per RFT
1.25" 3.2mm 41 per RFT
1.5" 3.2mm 47 per RFT
2" 3.6mm 68 per RFT
2.5" 3.6mm 83 per RFT
3" 4.0mm 107 per RFT
4" 4.5mm 179 per RFT
6" 4.9mm 280 per RFT
False Cieling Imported Textured Gypsum Board 3/8" th 4 sft 75
Carpet Continentle sft 30

31. Labour:
supervisor days 300
Mason days 250
Labour/Mazdoor days 125
Bahishti days 100
Mixer Operator days 150
Mix Vibrator days 150
Mate days 200
Black Smith days 200
Steel Shuttering P/F ft2
10 10-15
Wood Shuttering P/F ft2
6
Marine Ply Shuttering ft2
25
Fixing Marble/Boticina sft 12 10-12
Fixing Granite sft 20 15-20
Fixing Ceramic Tiles sft 5 NM
Floor Polishing Chemical/Italian sft 15 12-15
Floor Polishing Granite sft 30
Brick Work 4.5" or 9" sft 6 5-6
Plaster at Cieling sft 4 3.5-4
Plaster at Walls sft 3
Making Ply Doors sft 25 15-25
Solid Door/Panel Doors sft 75
Cabnits/Dressings sft 80 35-55
Kitchen Cabnits sft 80 45-50
Steel Cutting, Bending, Placing, fixing Ton 1000 800-1000
Glass Fixing sft 2
Sand Blasting on Glass sft 12
MDF Fixing sft 65
MDF with Formica fixing sft 95
Skriting placing sft 15
Wooden Partition Wall Laying sft 30
Loading and Diposal for lead more
than 10 Km by Truck of 450 CFt per Cft/Km 0.06
Roads Diesel per liters 25.00
Mobel Oil per liters 100.00
Tractor per hrs 400
Sheep Foot Roller per hrs 700
Tamping Roller per hrs 500
Tractor driver per day 200
Sheep Foot Roller driver per day 200
Tamping Roller driver per day 200
Cleaner for SF roller per day 100
Cleaner for Tamping roller per day 100
Dressor per day 150
Pit run gravel cft 5
Brick ballast cft 5
Road Roller day 1000
Wheel Barrow nos 30
Water Tanker day 2000
Donkey Pump nos 200
hand crushed aggts cft 10
stone dust cft 12
Bitumen kg 2
Fuel Wood kg 1.5
Filler dust cft 7
Mixer day 800
Tar boiler day 800
Spray Man day 200
Skilled Mazdoor day 250
MS bars kg 21
Marble Chips bags 300
Marble Powder bags 30
Wax Polish kg 200
Botinica Marble 12"x12"x1" nos 100
Barbed wire lbs 18
Basket nos 10
Chakri man nos 200
Bamboo with flag No 325
Iron shoes No 275

32. Wood No 175
Bardard wire Lbs 90
Hooks Ls 50
polythene sheet sqm 60
Mud plaster sqm 10
Earth filling sqm 7
Socket No 4
Bend No 4
tees No 5
Elbow No 3
Brass valve No 10
Screw No 3
Chutki handle No 5
Nut No 10
Plug No 7
AC pipe ft 5
Brass cock No 10
Steel Handle No 6
Wire m 300
PVC pipe m 200
Earthwire m 175
Angle iron kg 1
Lab test no 1000
crane hr 1000
Steel Sheets (G 12) kg 20
Steel Angles kg 20
Pipes No 40
Bolts No 5
Planks (12X1X3/4)ft No 300

33. ZERO no units 0

37. don¶t disturb this column please!

38. RATE ANALYSIS FOR EARTHWORK
GIVE THE REQUIRED DIMENSIONS
LENGTH 10 ft
WIDTH 10 ft
HEIGHT 1 ft
VOLUME 100 cft
Select Lead Distance 5000 ft
EXCAVATION TYPE SOIL TYPE AND OR CONDITIONS
Borrow pit excavation undressed lead upto 100 ft
Items Units Qty Rate Amount
Labour
Mazdoor nos 8 125 1000 COST INCLUDING EXTRA LEAD
Cost with out extra lead Cost 100.00 300.00
EARTHWORK INCLUDING COMPACTION
Earthwok in ordinary soil for embankment lead upto 31m including ploughing and mixing with
blade or disc harrow or other suitable.
85% to 100% maximum modified AASHTO dry density
Items Units Qty Rate Amount
Labour
Tractor trolly nos 0.009 400 3.6
Water carrier nos 0.008 125 1
Compactor roller nos 0.009 500 4.5
Grader with driver nos 0.02 700 14 COST INCLUDING EXTRA LEAD
Rammer machine nos 0.04 700 28 379.23
Lab test nos 0.1 1000 100
Mazdoor nos 0.125 125 15.625
Dresser nos 0.05 250 12.5
SUM 179.225
Cost without extra lead COST 179.225
EARTHWORK BY MECHANICAL MEANS
Earthwork by mechanical means in drains and irrigation channels in all kind of soil under following
conditions dressed to designed secton,grades,profiles / with excavated material,disposed off within 15-20 m
lead and dressed as directly by the Engineer 1
Items Units Qty Rate Amount
Equipments
Crane hrs 0.04 1000 37.50
Tractor Trolly hrs 0.04 400 15.00 COST INCLUDING EXTRA LEAD
Dredger hrs 0.04 700 26.25 297.50
Grader hrs 0.04 500 18.75
SUM 97.50
Cost without extra lead COST 97.50
DRY
2
HARD SOIL

40. 1 2 CAUTION
2 2 CAUTION
3
4
1 DATA FOR EXTRA LEAD
2 Items Units Qty
1 Labour
2 Mazdoor nos 16
1
2
3
1
2
DRY
DRY AND WET
WET AND SLUSH
SLUSH
DRY AND WET TO THAT OF SLUSH (1:2)
UNDER WATER
ORDINARY SOIL
HARD SOIL
ORDINARY SOIL
HARED SOIL
DRY
WET
IN FLOWING WATER
DRY
DRY AND WET
WET AND SLUSH
SLUSH
DRY AND WET TO THAT OF SLUSH (1:2)
UNDER WATER

42. Rate Amount
125 2000
COST 200

43. RATE ANALYSIS FOR BRICKWORK
Rate for 112.5 cft of B. Wall = Rupees 20,298.47
Wall Dimensions Length Height Area sft Vol. cft
Half Brick Wall 10.0 ft 10.0 ft 100.0 37.5
Full Brick Wall 10.0 ft 10.0 ft 100.0 75.0
C/S Mortar Ratio 1 :4
Dry Mortar Qty 42.60
MATERIAL Qty. Rs. /Unit
AMOUNT
(Rs.)
SUBTOTA
L (Rs.)
Bricks No 1 1519 2 3037.50
Cement Bags 6.82 230 1567.68
Chenab Sand cft 34.08 13 443.04
5048.22
LABOUR With Hand Mixing of Mortar Days
MASON 2.99 250 748.13
LABOUR 107.60 125 13449.47
BAHISHTI 0.86 100 86.06
14283.66
PRIME COST (Rs.): 19331.88
Scafolding
@2% of prime cost Amount
386.64
386.64
Sundries
@3% of prime cost Amount
579.96
579.96
CONTRACTOR PROFIT
Contractor Profit 0 % 0.00
TOTAL COST (Rs.) 20,298.47
A CLASS BRICKS

44. A CLASS BRICKS
B CLASS BRICKS
C CLASS BRICKS
mason 0.0266
mazdoor 0.051
bahishti 0.00765

45. RATE ANALYSIS FOR "CEMENT SAND MORTAR"
C/S Mortar Ratio 1 :6 Rate per 1 ft3 =Rs. 58.49
Wet Volume 1.0 ft3
Dry Volume 1.3 ft3
MATERIAL Qty. Units Rs. /Unit
AMOUNT
(Rs.)
SUBTOTAL
(Rs.)
CEMENT BAGS + Transportation 0.15 Bags 230 34.17
SAND + Transportation 1.11 f't3
17 18.94
53.11
LABOUR With Hand Mixing Days
LABOUR 0.03 125 3.41
BAHISHTI 0.003 100 0.26
3.67
PRIME COST (Rs.): 56.78
SUNDRIES @ 3% of Prime Cost
1.70
CONTRACTOR PROFIT
C.P 0 % 0.00
TOTAL COST (Rs.) 58.49

46. RATE ANALYSIS FOR PLATERING
Rates for Given Data = 371.95 Rupees
Length of plaster 10 ft
Height of plaster 5 ft
Thickness of plaster 0.5 2
Surface area 50.0 sft
Sand Type 3
Mortar Ratio 1 :5
Dry Mortar Required 3.0 cft
MATERIAL Qty. Rs. /Unit Amount (Rs.)
Sub Total
(Rs.)
Cement Bags 0.49 230 113.40
Sand cft 2.47 17 41.91
155.31
LABOUR Days
Mason 0.37 250 92.94
Labour 0.53 125 65.83
Bahishti 0.47 100 47.04
205.80
PRIME COST (Rs.): 361.11
Scafolding
@ 1 % of the prime cost 3.61
3.61
SUNDRIES @ 2% of cost of Labour+Material
7.22
CONTRACTOR PROFIT
Contractor Profit 0 % 0.00
TOTAL COST (Rs) 371.95
LAWRENCEPUR
0.5 inch

47. 0.25 inch
0.5 inch
0.75 inch
1.0 inch
RAVI
CHENAB
LAWRENCEPUR

48. Struck Pointing
Rate with Given Data = Rupees 5.68
Surface area 1.0 sft
Mortar Ratio 1 :3 Sand 2
Dry Mortar Required 0.0 cft
MATERIAL Qty. Rs. /Unit
Amount
(Rs.)
Sub Total
(Rs.)
Cement Bags 0.01 230 1.38
Sand cft 0.01 13 0.10
1.48
LABOUR Days
Rs. /Unit
Amount
(Rs.)
Sub Total
(Rs.)
Mason 0.01 250 1.86
Labour (including moratr mixing) 0.01 125 1.24
Bahishti (including moratr mixibg) 0.01 100 0.93
4.03
PRIME COST (Rs.): 5.51
SHUTTERING
@ 1 % of the prime cost
0.06
SUNDRIES @ 3% of cost of Labour+Material
0.11
CONTRACTOR PROFIT
Contractor Profit 0 % 0.00
TOTAL COST (Rs.)= 5.68
CHENAB

49. RAVI
CHENAB
LAWERANCEPUR

50. RATE ANALYSIS FOR PLAIN CEMENT CONCRETE
PCC 1 :2 :4 Rate with Given Data = Rupees 93.49
Wet Volume 1.00 ft
3
Dry Volume 1.54 f't
3
MATERIAL Qty. Units Rs. / Unit
AMOUNT
(Rs.)
SUBTOTAL
(Rs.)
CEMENT BAGS 0.18 bags 230 40.48
SAND 3 0.44 f't
3
17 7.48
Aggregate 1 0.88 f't
3
19 16.72 64.68
LABOUR With
Mechanical Mixer & Vibrartor Days
MASON 0.01 250 2.62
LABOUR 0.11 125 13.63
BAHISHTI 0.04 100 3.93
MIXER OPERTOR 0.003 150 0.46
MIXER VIBRATOR 0.003 150 0.46 21.09
PRIME COST (Rs.): 85.77
Water Charges 1.5% 1.29
Sundries 7.5 % 6.432657
Contractor's Profit 0 % 0
LAWRENCEPUR
Margala

51. Margala
Sargodha
Sakhi Sarwar
RAVI
CHENAB
LAWRENCEPUR

52. RATE ANALYSIS FOR HZ. D.P.C (1:2:4) & VERTICAL C/S 1:2
Select either Horizontal or Vertical D.P.C 2
Please Ignore
3 3 Select Thickness
Area 100 ft2
Wet Vol 25.00 ft3
Dry Vol 38.50 ft3
Materials units Qty Rate Cost Cost For 1 sft of Area
Cement Bags bag 4.6 230 1058
Vol of Sand (Chenab) cft 11 13 143
Margalla Crush cft 15 19 285 = 9.94 Rupees
Bitumen kg 20 2 40
Polythene sheet ft2 100 60 6000
Sum 7526
Labour
Mason 0.5 250 125
Mazdoor 2 125 250
Carpenter 0.25 125 31.25
Bahishti 0.25 100 25
Sum 431.25
Total 7957.25
Water 1.5% 119.3588
Sundries 7.5% 596.7938
C.P 10% 795.725
Cost 0
Vertical D.P.C
Vertical D.P.C (1:2) 3/4 inch thick
Cement bags 1.82 230 418.6
Sand cft 4.07 13 52.91
Bitumen kg 20 2 40
Labour
Mason day 0.5 250 125
Carpenter day 2 125 250
Bahishti day 0.25 100 25
Cost 911.51
Water Charges 1.5% 13.67265
Sundries 7.5% 68.36325
Contractor's Profit 0 % 0
Total Cost 993.5459
3 inches
Vertical D.P.C

53. 1.5 inch
2 inches
3 inches
Horizontal D.P.C
Vertical D.P.C

54. RATE ANALYSIS FOR R.C.C
RATIO 1 :2 :4 CONCRETE USING 60
WET VOL 1
DRY VOL 1.54
MATERIALS 3
material unit qty rate amount FOR 1 cft of vol
cement bags 0.22 230.00 50.60
sand Cost is 368.33 Rs.
Ravi % Chenab % Lawrencepur %
0 50 50 NOTE
crush ft3 0.9 19.0 16.72
steel kg 11.12 21.50 239.00 SLAB 1.50%
COST= 312.92 BEAM 3.00%
LABOUR COULMN 5.00%
category units qty rate amount
mason days 0.01 250.00 2.62
mazdoor days 0.11 125.00 13.63
bhishti days 0.04 0.00
bar bender days 0.05 125.00 6.35
helper days 0.05 125.00 6.35
mixer operator days 0.00 125.00 0.38
Vibrator operator days 0.00 125.00 0.38
COST= 29.71
SUNDRIES
charges @ 7.5 % 25.70
CONTRACTOR'S PROFIT 0 % 0.00
TOTAL COST= 368.329
Steel % by volume
of Concrete
ft3 0.44 15.00 6.60
FOR COLUMN
GRADE 60 STEEL

55. GRADE 40 STEEL
2 GRADE 60 STEEL
3
FOR SLAB Sand Ravi 0 4
FOR BEAM Chenab 0.5 11
FOR COLUMN Lawrence 0.5 17

56. 0

57. RATE ANALYSIS FOR MARBLE SKIRTING
Rate with Given Data = Rupees 247.49
Marble Type 2
Height = 6 in and 1/2 inch thick
Length = 1.0 Rft Area= 0.5 sft
Mortar Ratio = 1 :3 Mortar Thick. 1 in
Dry Mortar Required = 0.1 cft
MATERIAL Qty. Rs. /Unit
Amount
(Rs.)
Sub Total
(Rs.)
White Cement Bags = 0.01 430 5.09
Chenab Sand cft = 0.01 13 0.19
Marble Qty Rft = 0.53 400 210.00
215.28
LABOUR
Laying Tiles 20 10.00
Polishing 30 15.00
25.00
PRIME COST (Rs.): 240.28
Sundries 3% 7.208419
Contractor's Profit 0 % 0
Cost 247.49
Marble Granite

58. Code Marble Boticina
1 Marble Granite
2
Code
1
2

59. RATE ANALYSIS FOR DOOR SOLID
Wood Type= 4 Deodar Rate with Given Data = Rupees 2,320.75
PLEASE MANUALLY PUT DIMENSIONS OF PANEL, SHUTTER AND WALL
Height Width Panel Thick Shutter Thick Wall
Door Dimensions 1.0 ft 1.0 ft 0.13 ft 0.13 ft 0.57 ft
Dolly Vol. = 0.14 cft
Shutter Vol.= 0.13 cft
Total= 0.27 cft Wastage %age= 40% Wood Req.(cft) 0.37
MATERIAL Qty. Rs. /Unit
AMOUNT
(Rs.)
SUBTOTA
L (Rs.)
Wood with Ganth cft = 0.37 3500 1310.75
Hinges = 4.00 70 280.00
Door Lock (Yale) = 1.00 700 700.00
2290.75
LABOUR for Manual Excavation
Carpenter 1.00 sft 30 30.00
30.00
PRIME COST (Rs.): 2320.75
CONTRACTOR PROFIT
Contractor Profit 0 % 0.00
TOTAL COST (Rs.)= 2,320.75
TEAK

60. DEODAR
SHESHAM
OAK
TEAK

61. RATE ANALYSIS FOR DISTEMPERING
AND
WHITE WASHING
Distempering
2 Two Coat over and including cost of one priming coat
Material units Qty Rates Cost
Chalk kg 2.25 10 22.5 Cost For 1 sft of Area
Distemper Powder kg 3 140 420
Sand Paper ft2 0.25 7 1.75
Brush nos 0.03 120 3.6 = 6.77 Rupees
Lime Unslaked kg 0.37 4 1.48
Gum nos L.S 1 1
Cost 450.33
Labour
Painter day 0.37 250 92.5
Mazdoor day 0.37 125 46.25
Cost 138.75
Total 589.08
Water Charges 1.5% 8.84
Sundries 7.5% 44.18
Contractor's Profit 6 % 35.34
Total 677.44
WHITE WASHING
3 Three Coat Work
Materials Units Qty (Kg) Rate Cost
Lime unslaked kg 37 4 148 Cost For 3 sft of Area
Glue powder - Lum Sum 1 1
Blue pigment - Lum Sum 20 20
Sum 169 = 7.10 Rupees
Labour
White Washer days 0.12 250 30
Mazdoor days 0.3 125 37.5
Sum 67.5
Total 236.5
2
3

62. 1
2
1
2
3

63. EMULSION AND PAINTING
1 ICI Enamel Matt Finish
Cost For 1 ft2 of Area
Material Qty Rate Cost
gal
Prime Coat 0.123 750 92.25 = 3.92 Rupees
Paint (ready Mixed) 0.204 750 153
Brush 0.03 120 3.6
Turpentine Oil 0.061 65 3.965
Sum 252.815
Labour
Painter 0.37 250 92.5
Mazdoor 0.37 125 46.25
Sum 138.75
Total 391.565
Contractor's Profit 0 % 0
Cost 391.565
1

64. 1
2
3

65. Rate analysis for Roads
EARTH WORK FOR ROADS:-
Items Units Qty Rate Amount
Materials
desiel lts 13.5 25.00 337.5
mobil oil lts 1.4 100.00 140
Sum 477.5
equipment
Tractor Hrs 1 400 400
Sheep foot roller Hrs 2 700 1400
Tamping roller Hrs 2 500 1000
Sum 2800
labour
driver nos 0.125 200 25
Sheep foot roller driver nos 0.125 200 25
Tamping roller driver nos 0.125 200 25
Cleaner for SF roller nos 0.125 100 12.5
Cleaner for Tamp roller nos 0.125 100 12.5
Dresser nos 0.2 150 30
Mazdoor nos 7.12 125 890
Sum 1020
COST FOR 1 cft of Earth work = 1.02
Sub base Couse 1 Sub base course of bricks on edge 4.5 inch thick
Materials unit qty rate Amount
Burnt Bricks nos 1400 1 1400
Sand cft 22 17 374
Equipement
Road Roller Hrs 0.01 1000 10
Wheel Barrow nos 0.002 30 0.06
- - 0 0 0
- - 0 0 0
Labour
Supervisor nos 0.02 300 6
Mazdoor nos 1 125 125
- - 0 0 0
Mason nos 0.5 250 125
Bahishti nos 1 100 100
Sum 2140.06
COST FOR 1 cft of Sub base course = 21.40
BASE COURSE
materials: unit qty rate Amount
hand crushed stone agg cft 115 10 1150
stone dust cft 10 12 120
Equipment 5750
Water tanker day 0.04 2000 80
donkey pump nos 0.0002 200 0.04
Road roller day 0.08 1000 80
Whell Barrow nos 0.005 30 0.15
Labour
Supervisor nos 0.02 300 6
Dressor nos 0.75 150 112.5
mazdoor nos 1.5 125 187.5
Sum 1736.19
COST FOR 1 cft of Base course = 17.36
PRE MIXED ASPHALT
PRE MIXED ASPHALT: 3
Items unit qty rate Amount
material
Crush cft 14.5 19 275.5
Bitumen kg 70.33 2 140.66
Fuel Wood kg 35 1.5 52.5
Course Sand cft 1 17 17
Filler Dust cft 1.1 7 7.7
Equipment
Mixer day 0.06 800 48
Tar Boiler day 0.016 800 12.8
Road Roller day 0.01 1000 10
Labour
Spray Man nos 0.1 200 20
Mason nos 0.1 150 15
Skilled Mazdoor nos 4 250 1000
SUM 1599.16
COST FOR 1 sft of Pre Mixed Asphalt = 15.99
1
2 inches thick

66. TRIPPLE SURFACE TREATMENT 3
THIRD COAT
Materials unit qty rate Amount
Crush cft 11.5 19 218.5
Bitumen kg 40.92 2 81.84
Fuel Wood kg 20 1.5 30
Basket nos 0.101 10 1.01
Equip
Tar Boiler day 0.045 800 36
Road Roller hrs 0.03 1000 30
Labour
Spray man nos 0.045 200 9
Chakri man nos 0.075 200 15
Mazdoor nos 0.33 125 41.25
SUM 462.6
COST FOR 1 sft of TST = 4.63
ROAD EDGING COMPLETE
For 100 Rft
material unit qty rate Amount
Bricks nos 267 1.5 400.5
Labour
Mason nos 0.5 250 125
Mazdoor nos 0.5 125 62.5
Sum 588
COST FOR 1 Rft of edging = 5.88
THIRD COAT

67. 1 inch thick
1.5 inches thick
2 inches thick
1
2
3
PREMIXED CONCRETE
TRIPPLE SURFACE TREATMENT
FIRST COAT
SECOND COAT
THIRD COAT

69. Rate Analysis for Fencing
Select whether you want to estimate "With or Without Cemenet concrete base" 2
With Cement Concrete Base 1:4:8
Items Cost For 1 Lft of Fencing
Materials
Sand %cft 39 17 663
Cement bags 11 230 2530 = 81.78 Rupees
Crush %cft 79 19 1501
MS bars kg 54 21 1134
Barbed wire lbs 26.6 18 478.8
Hooks lbs L.M
Labour
Mazdoor No 8 125 1000
Mason No 2.5 250 625
Bahishti No 1.25 100 125
SUM 8056.8
Sundries @ 1.5% 120.852
Contractor's Profit 0 % 0
Cost 8177.652
Units Qty Rate Amount
2

70. Without Cement concrete base
With Cement concrete base
1
2

71. LININGS OF CANALS
Formation dressing and preparing subgrade
ON BED
Item Unit Qty Rate Amount
Labour:
Dresser nos 0.33 250 82.5 Cost For 1 sft of Area
Mazdoor nos 0.75 125 93.75
ON SLOPE
Labour: = 120.06 Rupees
Dresser nos 0.5 250 125
Mazdoor nos 2 125 250
COST= 551.25
Lining
Stabalize layer of c/s ratio 1:30, 2" thick on Slope
Material:
Sand cft 18 17 306
Cement bags 0.5 230 115
Labour:
Mason nos 0.5 250 125
Mazdoor nos 1.5 125 187.5
Bahishti nos 0.5 100 50
COST= 783.5
Exposed surface lining using Concrete 4
1
IN BED
ITEM UNITS QTY RATE AMOUNT
MATERIAL:
Cement bags 13 230 2990
Sand cft 46 17 782
Stone Ballast cft 92 0.014 1.288
LABOUR:
Mason nos 1 250 250
Mazdoor nos 6 125 750
Bhishti nos 0.5 100 50
COST= 4823.288
ON SLOPE
ITEM UNITS QTY RATE AMOUNT
MATERIAL:
Cement bags 13 230 2990
Sand cft 46 17 782
Stone Ballast cft 92 0.014 1.288
LABOUR:
Mason nos 1.25 250 312.5
Mazdoor nos 7 125 875
Bhishti nos 0.5 100 50
COST= 5010.788
TOTAL COST = 11168.83
Sundries 7.5% 837.662
Contractor's Profit 0 % 0
COST 12006.49
CONCRETE
of ratio 1:3:6, 4 in thick

72. (9"x4-1/2"x3") in 1:6 c/s morta
(9"x4-1/2"x3") in 1:3 c/s mortar
in 1:3:6 , 4" thick
CEMENT PLASTER
TILES
BRICKS
CONCRETE
FALSE
FALSE
FALSE
FALSE
of ratio 1:3:6, 4 in thick
CLICK AND SELECT

73. EXPANSION JOINT IN BUILDING
Filling expasion joints13mm thick for 102to 152mm
deep slabs with bitumen mixed with sand and saw dust.
MATERIAL UNIT Qty RATE COST
Saw dust 8 250 2000
Bitumen kg 50 2 100 FOR 9 Lft EXPANSION JOINT/S
Sand 1 Cft 1 7 7
LABOUR COST= 250.93
Mazdoor No 1.5 125 187.5
SUM 2294.5
P/F Aluminium joint cover(gole) 3"
size on expasion joint.
MATERIAL
Alum----
angle iron kg 3.28 1 3.28
Nail No 2.4 1 2.4
LABOUR
Mazdoor No 3.28 125 410
SUM 412.4
TOTAL SUM 2706.9
Contractor's Profit 3 % 81.207
TOTAL COST 2788.107 Rs.
RAVI

74. RAVI
CHENAB
LAWRENCEPUR