COMPOSITE SCHEDULE OF RATES 2008...
Transcript of COMPOSITE SCHEDULE OF RATES 2008...
Item Code Description
CARRIAGEChapter #
:
01
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
01-01-a 50 Meter 50 m 58.84 0.00 0.00 58.84a) Cement carried in
containers other than
bags will be paid
according to this item
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 1st 50 meter
01-01-b 50 Meter 50 m 9.29 0.00 0.00 9.29b) Word, pipes and
specials, covers GI ,
CI , AC, RCC,PCC,
PVC and steel pipes
and specials.
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 2nd 50 meter
01-01-c 50 Meter 50 m 6.20 0.00 0.00 6.20c) Reduce the rate in
case of carriage of
1000 NO. Tiles by:-
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 3rd to 5th 50 meter
01-01-d 250 Meter 250 m 28.91 0.00 0.00 28.9133% for 12"x6"x1"
size
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 250 to 1000 meter
01-01-e 1 KM km 103.24 0.00 0.00 103.2425% for 12"x6"x1.5"
size
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 1st kilometer
01-01-f 1 KM km 24.02 0.00 0.00 24.0220% for
12"x6"x1.25" size
Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 2nd - 5th kilometer
01-01-g 1 KM km 20.23 0.00 0.00 20.23Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 6th to 10th kilometer
01-01-h 1 KM km 16.63 0.00 0.00 16.63Carriage of 100 cft / 5 tonne of all materials by truck or
other means : 11th & subsequent kilometer
01-02-a 50 Meter 50 m 37.07 0.00 0.00 37.07Reduce the rate by
33% for our tile size
9"x4.5"x1.5"
Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 1st 50 meter
01-02-b 50 Meter 50 m 5.85 0.00 0.00 5.85Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 2nd 50 meter
01-02-c 50 Meter 50 m 3.90 0.00 0.00 3.90Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 3rd to 5th 50 meter
01-02-d 50 Meter 250 m 18.21 0.00 0.00 18.21Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 250 - 1000 meter
01-02-e 1 KM km 65.04 0.00 0.00 65.04Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 1st kilometer
01-02-f 1 KM km 15.13 0.00 0.00 15.13Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 2nd - 5th kilometer
01-02-g 1 KM km 12.75 0.00 0.00 12.75Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 6th - 10th kilometer
01-02-h 1 KM km 10.47 0.00 0.00 10.47Carriage of 1000 Nos. bricks or load upto 3 tonne by truck
etc : 11th & subsequent kilometer
01-03-a Tonne/50
Meter
tonne/50m 11.77 0.00 0.00 11.77Carriage of cement(bag), bitumen/lubricants (drum) by
truck or other means : 1st 50 meter
01-03-b Tonne/50
Meter
tonne/50m 1.86 0.00 0.00 1.86Carriage of cement (bag) bitumen/lubricant (drum) by truck
or other means : 2nd 50 meter
Page 1 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CARRIAGEChapter #
:
01
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
01-03-c Tonne/50
Meter
tonne/50m 1.24 0.00 0.00 1.24Carriage of cement (bag), bitumen/lubricant (drum) by
truck or other means : 3rd to 5th 50 meter
01-03-d Tonne/25
0 Meter
t/250m 5.78 0.00 0.00 5.78Carriage of cement(bag), bitumen/lubricant (drum) by truck
or other means : 250 to 1000 meter
01-03-e Tonne/1
Km
tonne/km 20.65 0.00 0.00 20.65Carriage of cement(bags), bitumen/lubricant (drum) by
truck or other means : 1st kilometer
01-03-f Tonne/1
Km
tonne/km 4.80 0.00 0.00 4.80Carriage of cement(bag), bitumen/lubricant (drum) by truck
or other means : 2nd - 5th kilometer
01-03-g Tonne/1
Km
tonne/km 4.05 0.00 0.00 4.05Carriage of cement(bag), bitumen/lubricant (drum) by truck
or other means : 6th - 10th kilometer
01-03-h Tonne/1
Km
tonne/km 3.33 0.00 0.00 3.33Carriage of cement(bag), bitumen/lubricant (drum) by truck
or other means : 11th & subsequent km
01-04-a 50 Meter 50 m 35.31 0.00 0.00 35.31Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 1st 50 meter
01-04-b 50 Meter 50 m 5.58 0.00 0.00 5.58Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 2nd 50 meter
01-04-c 50 Meter 50 m 3.72 0.00 0.00 3.72Carriage of 100cft of sarkanda, pichi, frash etc by road or
boat : 3rd to 5th kilometer
01-04-d 250 Meter 250 m 17.34 0.00 0.00 17.34Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 250 to 1000 meter
01-04-e 1 KM km 61.94 0.00 0.00 61.94Carriage of 100cft of sarkanda, pichi, frash etc by road or
boat : 1st kilometer
01-04-f 1 KM km 14.41 0.00 0.00 14.41Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 2nd - 5th kilometer
01-04-g 1 KM km 12.14 0.00 0.00 12.14Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 6th - 10th kilometer
01-04-h 1 KM km 9.98 0.00 0.00 9.98Carriage of 100cft of sarkanda, pilchi, frash etc by road or
boat : 11th & subsequent kilometer
01-05-a 50 Meter 50 m 2.94 0.00 0.00 2.94For consignment
weighing over 250
kg, the rate shall be
increased on pro-rate
basis.
Carriage of small consignments upto 250kg 1st 50 meter
01-05-b 50 Meter 50 m 0.46 0.00 0.00 0.46Carriage of small consigmnments upto 250 kg 2nd 50
meter
01-05-c 50 Meter 50 m 0.31 0.00 0.00 0.31Carriage of small consignments upto 250 kg 3rd to 5th 50
meters
01-05-d 250 Meter 250 m 1.45 0.00 0.00 1.45Carriage of small consignments upto 250 kg 250 - 1000
meter
01-05-e 1 KM km 5.16 0.00 0.00 5.16Carriage of small consignments upto 250 kg 1st kilometer
01-05-f 1 KM km 1.20 0.00 0.00 1.20Carriage of small consignments upto 250 kg 2nd to 5th
kilometer
Page 2 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CARRIAGEChapter #
:
01
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
01-05-g 1 KM km 1.01 0.00 0.00 1.01Carriage of small consignments upto 250 kg 6th to 10th
kilometer
01-05-h 1 KM km 0.83 0.00 0.00 0.83Carriage of small consignments upto 250 kg 11th &
subsequent kilometer
01-06-a 1 KM km 27.90 27.90 27.90 27.90Carriage of consignments (odd job) Coolie load
01-06-b 1 KM km 18.15 0.00 0.00 18.15Carriage of consignments (odd job) Donkey load
01-06-c 1 KM km 13.61 0.00 0.00 13.61Carriage of consignments (odd job) Cart Load
01-06-d 1 KM km 18.15 0.00 0.00 18.15Carriage of consignments (odd job) Camel load
01-07-a Day Day 5,526.67 0.00 0.00 5,526.67a) This item shall be
allowed with prior
concurrence of
Superintending
Engineer b) The rate
includes pay of driver
and cleaner only. The
cost of repairs shall
be borne by the owner
and the cost of POL,
loading/unloading
shall be paid by the
borrower .
Hire Charges of Truck
01-07-b Day Day 4,964.73 0.00 0.00 4,964.73Hire charges of Tractor with trolley
01-07-c Day Day 4,005.24 0.00 0.00 4,005.24Hire charges of Tractor without trolley
01-08-a Each Each 418.50 418.50 418.50 418.50Hand shunting loaded railway wagons Upto 500 meter
01-08-b Each Each 627.75 627.75 627.75 627.75Hand shunting loaded railway wagons Upto 1 kilometer
01-08-c Each Each 767.25 767.25 767.25 767.25Hand shunting loaded railway wagons Upto 2 kilometer
01-08-d Each Each 348.75 348.75 348.75 348.75Hand shunting loaded railway wagons 3rd & subsequent
kilometer
01-09-a Each Each 209.25 209.25 209.25 209.25Hand shunting empty railway wagons Upto 500 meter
01-09-b Each Each 313.88 313.88 313.88 313.88Hand shunting empty railway wagons Upto 1 kilometer
01-09-c Each Each 383.63 383.63 383.63 383.63Hand shunting empty railway wagons Upto 2 kilometer
01-09-d Each Each 174.38 174.38 174.38 174.38Hand shunting empty railway wagons 3rd & subsequent
kilometer
Page 3 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
LOADING, UNLOADING AND STACKINGChapter #
:
02
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
02-01 100 cft m3 279.00 98.53 279.00 98.53Load into or unload from railway wagons within 50m
shingle, sand, ballast, tiles, etc, laid & stacked
02-02-a 1000 No. 1000 No. 348.75 348.75 348.75 348.75Load into or unload from railway wagons within 50m laid
& stacked : Bricks 10" size
02-02-b 1000 No. 1000 No. 279.00 279.00 279.00 279.00Load into or unload from railway wagons within 50m laid
& stacked : Bricks 9" or smaller size
02-03 100 No. 100 No. 348.75 348.75 348.75 348.75Load into or unload from railway wagons, cement in bags
and stacking within 50m.
02-04 1000 No. 1000 No. 312.48 312.48 312.48 312.48Load into or unload from railway wagons, empty cement
bags and stacking
02-05 tonne tonne 69.75 69.75 69.75 69.75Load into or unload from railway wagons and stacking
white lime in bags
02-06 tonne tonne 167.40 167.40 167.40 167.40Load into or unload from railway wagons structural steel,
RS joists, rails, rail fastenings etc
02-07 Each Each 22.32 22.32 22.32 22.32Load into or unload from 45 gallon drums full, into or from
railway wagons,lead upto 50m
02-08 Each Each 19.53 19.53 19.53 19.53Except cement in Jute
or paper bags
Loading or unloading packages of all sorts upto 50 kg.
02-09-a 100 No. 100 No. 697.50 697.50 697.50 697.50Load or unload sleepers other than wooden, incl stacking,
lead upto 50 m : Broad gauge
02-09-b 100 No. 100 No. 348.75 348.75 348.75 348.75Load or unload sleepers other than wooden, including
stacking, lead upto 50 m : Metre gauge &
02-10 tonne tonne 92.07 92.07 92.07 92.07Load or unload timber logs or shuttering into or from
railway wagons, including stacking within 50m
02-11 tonne tonne 209.25 209.25 209.25 209.25Loading or unloading bhoosa in railway wagons lead upto
50 m.
02-12 tonne tonne 139.50 139.50 139.50 139.50Load or unload timber scrap or wooden plugs into or from
railway wagons & stacking within 50m
02-13 100 cft m3 103.23 36.46 103.23 36.46Load or unload pitching stone/spawl from railway wagons
of any guage including clearing 1.5m away
02-14 100 cft m3 133.92 47.29 133.92 47.29Loading or unloading building stone including clearing
away 1.5m from rails
02-15-a 1000 ltr 1000 ltr 83.70 83.70 83.70 83.70The rate include
checking and
weighing the tins
Unloading oil,bitumen or tar etc : Crude Oil (to be pumped
from tank wagon into tank)
02-15-b 1000 ltr 1000 ltr 83.70 83.70 83.70 83.70Unloading oil,bitumen or tar etc Crude oil (drained by
gravity)
02-15-c Ton Ton 15.90 15.90 15.90 15.90Unloading oil,bitumen or tar etc Crude oil materials from
railway wagons
02-15-d tonne tonne 139.50 139.50 139.50 139.50Unloading oil, bitumen or tar etc : Fuel Oil from tank into
empty drums including stacking within 50 m
02-15-e 100 No. 100 No. 175.77 175.77 175.77 175.77Unloading oil,bitumen or tar etc Petrol (2 gallon tin)
Page 4 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
LOADING, UNLOADING AND STACKINGChapter #
:
02
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
02-15-f 100 No. 100 No. 348.75 348.75 348.75 348.75Unloading oil, bitumen or tar etc Kerosine oil (4 gallon tin)
02-15-g 100 No. 100 No. 90.75 0.00 0.00 90.75Unloading oil,bitumen or tar etc Tar & Bitumen in drums
with carriage upto 1 km
02-16-a 100 cft m3 139.50 49.26 139.50 49.26Removing and stacking within 50m. lead Stone, spawl,
brick bats, shingle, sand, lime etc
02-16-b 1000 No. 1000 No. 404.55 404.55 404.55 404.55Removing and stacking within 50m. lead Bricks
02-16-c 100 No. 100 No. 223.20 223.20 223.20 223.20Removing and stacking within 50m. lead Broad gauge
wooden sleepers
02-16-d 100 No. 100 No. 127.50 127.50 127.50 127.50Removing and stacking within 50m. lead Metre gauge or
narrow guage wooden sleepers
02-16-e tonne tonne 64.17 64.17 64.17 64.17Removing and stacking within 50m. lead Rails, girders,
pipes, cement etc.
02-16-f 100 No. 100 No. 744.93 744.93 744.93 744.93Removing and stacking within 50m. lead Bridge and
crossing timbers, etc.
02-17 tonne tonne 178.56 178.56 178.56 178.56Load into wagons girders, rails, MS bars, pipes etc.
including 50m lead & stacking inside wagons
02-18 tonne tonne 69.75 69.75 69.75 69.75Unload from wagons girders, rails, MS bars, girder etc.
including 50m lead but excluding stacking
02-19 100 No. 100 No. 558.00 558.00 558.00 558.00Load into wagons wooden baord guage sleepers including
50m lead & stacking
02-20 100 No. 100 No. 279.00 279.00 279.00 279.00Unload wooden broad gauge sleepers from wagons
including 50m lead and stacking
02-21 100 No. 100 No. 306.90 306.90 306.90 306.90Loading metre gauge or narrow guage wooden sleepers
including 50m lead & stack inside wagons
02-22 100 No. 100 No. 147.87 147.87 147.87 147.87Unloading metre gauge or narrow guage wooden sleepers
including 50m lead but excluding stacking
02-23 100 No. 100 No. 279.00 279.00 279.00 279.00Loading bridge and crossing timber including 50m lead &
stacking
02-24 100 No. 100 No. 139.50 139.50 139.50 139.50Unloading bridge and crossing timbers including 50m lead
but excluding stacking
02-25 tonne tonne 139.50 139.50 139.50 139.50Load or unload bitumen, asphalt, tar in drums, into or from
railway wagons, lead upto 50m
Page 5 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-01-a 1000 Cft m3 1,046.25 36.95 1,046.25 36.95Earth excavation undressed upto single throw of kassi
phaorah or shovel etc : in ashes, sand, soft soil or silt
clearance
03-01-b 1000 Cft m3 1,255.50 44.34 1,255.50 44.34Earth excavation undressed upto single throw of kassi
phaorah or shove etc : in ordinary soil,
03-02 1000 Cft m3 1,534.50 54.19 1,534.50 54.19Earth excavation in ashes, sand & soft soil or silt clearance,
undressed lead upto 25m.
03-03-a 1000 Cft m3 1,953.00 68.97 1,953.00 68.97The rate is aplicable
where the earth of the
bed tobe removed is
of the type of
ordinary soil. When it
is silt or soft soil, it
will be paid per item
No 03-01-a, 03-01-b
or 03-02 above,
whichever is
applicable. The XEN
will specify drains of
each category
Bed clearance and dressing slopes of drains including
removing of weeds and roots etc. Excavated material
undressed within 25m
03-03-b 1000 Cft m3 2,159.46 76.26 2,159.46 76.26Bed clearance and dressing slopes of drains including
removing of weeds and roots etc. Excavated material
dressed within 25m lead
03-04-a 1000 Cft m3 1,953.00 68.97 1,953.00 68.97Borrowpit excavation undressed lead upto 50m in Ordinary
soil
03-04-b 1000 Cft m3 2,399.40 84.73 2,399.40 84.73Borrowpit excavation undressed lead upto 50m in Hard soil
03-04-c 1000 Cft m3 4,743.00 167.50 4,743.00 167.50Borrowpit excavation undressed lead upto 50m in
shingle/gravel formation
03-05-a 1000 Cft m3 7,039.72 19.46 551.18 248.61The rate includes hire
charges of machinery,
cost of fuel,
lubricants, pay of
driver and cleaner.
The rate also include
clearing and grubbing
where necessary.
Embankment formation in ordinary soil & compaction by
mechanical means at optimum moistures content to 95% to
100% max. modified. AASHTO dry density (borrow area)
03-05-b 1000 Cft m3 6,917.98 19.27 545.60 244.31Embankment formation in ordinary soil & compaction by
mechanical means at optimum moistures content to 90%
max. modified AASHTO dry density (borrow area)
03-05-c 1000 Cft m3 6,796.24 19.07 540.02 240.01Embankment formation in ordinary soil & compaction by
mechanical means at optimum moistures content to 85%
max. modified AASHTO dry density (borrow area)
03-06-a 1000 Cft m3 1,426.00 50.36 1,426.00 50.36Earth fill in lawns including dressing & compaction with
earth available from cutting/excavation
Page 6 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-06-b 1000 Cft m3 2,650.50 93.60 2,650.50 93.60Earth fill in lawns including dressing & compaction with
suitable earth borrowed.
03-07-a 1000 Cft m3 2,015.00 71.16 2,015.00 71.16Earth excavation in open cut upto 1.5m depth for drains etc
& disposal : in Ordinary Soil
03-07-b 1000 Cft m3 2,518.75 88.95 2,518.75 88.95Earth excavation in open cut upto 1.5m depth for drains etc
& disposal : in Hard Soil
03-07-c 1000 Cft m3 2,619.50 92.51 2,619.50 92.51Earth excavation in open cut upto 1.5m depth for drains etc
& disposal : in Very hard Soil
03-07-d 1000 Cft m3 2,921.75 103.18 2,921.75 103.18Earth excavation in open cut upto 1.5m depth for drains etc
& disposal : in Gravel & shingle
03-08-a 1000 Cft m3 2,790.00 98.53 2,790.00 98.53Earth excavation in open cut 1.5m - 3m depth for
S.W.Drains etc & disposal : in Ordinary Soil
03-08-b 1000 Cft m3 3,152.70 111.34 3,152.70 111.34Earth excavation in open cut 1.5m - 3m depth for
S.W.Drains etc & disposal : in Hard Soil
03-08-c 1000 Cft m3 3,627.00 128.09 3,627.00 128.09Earth excavation in open cut 1.5m - 3m depth for
S.W.Drains etc & disposal : in Very Hard Soil
03-08-d 1000 Cft m3 6,249.60 220.70 6,249.60 220.70Earth excavation in open cut 1.5m - 3m depth for drains etc
& disposal : in Gravel & shingle
03-09-a 1000 Cft m3 5,301.00 187.20 5,301.00 187.20Excavation in shingle or gravel formation & rock not
requiring blast, undressed, 50m lead : Dry
03-09-b 1000 Cft m3 6,138.00 216.76 6,138.00 216.76Excavation in shingle or gravel formation & rock not
requiring blast, undressed, 50m lead : Wet
03-09-c 1000 Cft m3 7,812.00 275.88 7,812.00 275.88Excavation in shingle or gravel formation & rock not req.
blast, undressed, 50m lead : in Flowing Water
03-10-a 1000 Cft m3 2,263.00 79.92 2,263.00 79.92Earth excavation in irrigation channels/drains & disposal
upto 25m. & dressing : in Ordinary Soil
03-10-b 1000 Cft m3 2,709.40 95.68 2,709.40 95.68Earth excavation in irrigation channels/drains & disposal
upto 25m. & dressing : in Hard Soil
03-10-c 1000 Cft m3 3,183.70 112.43 3,183.70 112.43Earth excavation in irrigation channels/drains & disposal
upto 25m. & dressing : in Very Hard Soil
03-10-d 1000 Cft m3 5,921.00 209.10 5,921.00 209.10Earth excavation in irrigation channels/drains & disposal
upto 25m. & dressing : in Shingle/Gravel
03-11-a 1000 Cft m3 7,564.00 267.12 7,564.00 267.12Tools and plants shall
be the liability of the
contractor.
Rock Excavation, dressing & disposal up to 50m Soft
Rock, slate, shale, schist or lateriate
03-11-b 1000 Cft m3 9,675.07 303.21 8,586.07 341.67Rock Excavation, dressing & disposal up to 50m Medium
hard rock, requiring occasional blasting
03-12-a 1000 Cft m3 6,498.50 191.03 5,409.50 229.49a) Tools and plants
required shall be the
liabilities of the
contractor.
Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade I
Page 7 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-12-b 1000 Cft m3 7,751.50 209.65 5,936.50 273.74b) Reduce the rate by
8 % if the excavated
section is not dressed
or levelled to design
section.
Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade II
03-12-c 1000 Cft m3 9,315.75 252.07 7,137.75 328.98Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade III
03-12-d 1000 Cft m3 10,500.25 281.08 7,959.25 370.81Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade IV
03-12-e 1000 Cft m3 11,692.50 310.36 8,788.50 412.92Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade V
03-12-f 1000 Cft m3 12,722.00 333.90 9,455.00 449.27Excavation in hard rock requiring blasting and disposal
upto 25m & dressing : Grade VI
03-13-a 1000 Cft m3 10,819.00 382.07 10,819.00 382.07a) Tools and plants
required shall be the
liabilities of the
contractor.
Excavation in hard rock requiring blasting but blasting
prohibited, dispose & dress within 25 m : Grade I
03-13-b 1000 Cft m3 11,873.00 419.29 11,873.00 419.29b) Reduce the rate by
8 % if the excavated
section is not dressed
or levelled to design
section.
Excavation in hard rock requiring blasting where blasting
prohibited, dispose & dress within 25 m : Grade II
03-13-c 1000 Cft m3 14,275.50 504.14 14,275.50 504.14Excavation in hard rock requiring blasting where blasting
prohibited, dispose & dress within 25 m: Grade III
03-13-d 1000 Cft m3 15,918.50 562.16 15,918.50 562.16Excavation in hard rock requiring blasting where blasting
prohibited, dispose & dress within 25 m: Grade IV
03-13-e 1000 Cft m3 17,577.00 620.73 17,577.00 620.73Excavation in hard rock requiring blasting where blasting
prohibited, dispose & dress within 25 m: Grade V
03-13-f 1000 Cft m3 18,910.00 667.80 18,910.00 667.80Excavation in hard rock requiring blasting where blasting
prohibited, dispose & dress within 25 m: Grade VI
03-14-a 1000 Cft m3 697.50 24.63 697.50 24.63Rehandling of earthwork Lead upto a single throw of kassi,
shovel, phaorah
03-14-b 1000 Cft m3 976.50 34.48 976.50 34.48Rehandling of earthwork upto a lead of 25 m.
03-15 1000 Cft m3 2,790.00 98.53 2,790.00 98.53Rehandling of gravel work or excavated rock, lead upto
25m.
03-16-a 1000 Cft m3 1,426.00 50.36 1,426.00 50.36Filling, watering and ramming earth under floor with
surplus earth from foundation, etc
03-16-b 1000 Cft m3 2,960.50 104.55 2,960.50 104.55Filling, watering and ramming earth under floor with earth
excavated from outside lead upto 50m
Page 8 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-17-a 1000 Cft m3 83.70 2.96 83.70 2.96This rate shall be
aplicable upto 250m
total distance,
including the lead
covered in the item of
earth work.
Extra for every 25 m extra lead or part thereof for
earthwork soft, ordinary, hard & very hard
03-17-b 1000 Cft m3 111.60 3.94 111.60 3.94Extra for every 25 m extra lead or part thereof for gravel,
shingle or rock.
03-18-a 1000 Cft m3 1,980.90 69.95 1,980.90 69.95This rate will be paid
in addition to the rate
of earth work, without
deducting the lead
covered in the item of
earth work
Transportation of earth all types beyond 250 m and upto
500 m.
03-18-b 1000 Cft m3 306.90 10.84 306.90 10.84Transportation of earth all types for every 100m extra lead
beyond 500m upto 1.5 km.
03-18-c 1000 Cft m3 279.00 9.85 279.00 9.85Transportation of earth all types for every 500m extra lead
beyond 1.5 km. upto 8 km.
03-18-d 1000 Cft m3 195.30 6.90 195.30 6.90Transportation of earth all types for every 1 km extra lead
or part thereof beyond 8 km.
03-19-a 1000 Cft m3 95.48 3.37 95.48 3.37Dressing & levelling earth to designed sections Ashes,
sand, silt or soft soil upto cut or fill 6 inches
03-19-b 1000 Cft m3 188.48 6.66 188.48 6.66Dressing & levelling earth to designed sections Ordinary or
hard soil upto cut or fill 6 inches
03-19-c 1000 Cft m3 449.50 15.87 449.50 15.87Dressing & levelling earth to designed section Gravel work
or soft rock not requiring blasting upto cut or fill 6 inches
03-20 1 Chain m 105.40 3.46 105.40 3.46This rate is in
addition to pavement
for dressed earth work
Dowel dressing
03-21 1000 Sft m2 387.50 4.17 387.50 4.17a) To be paid only
when exclusively
dressing is done and
no earh work is
carried out in
embankment or
cutting.
Dressing slopes of banks or ground surface
03-22 1000 Sft m2 418.50 4.50 418.50 4.50b) The surface area
dressed is to be taken
for measurement (ii)
The item is aplicable
where the dressing is
done by the
contractor other than
the one who executed
the work
Dressing of earthwork (done by machinery or otherwise &
left undressed) to designed section
Page 9 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-23-a 1000 Cft m3 2,542.00 89.77 2,542.00 89.77Excavation in foundation of building, bridges etc complete
: in sand, ashes or loose soil
03-23-b 1000 Cft m3 2,976.00 105.10 2,976.00 105.10Excavation in foundation of building, bridges etc complete
: in ordinary soil
03-23-c 1000 Cft m3 3,332.50 117.69 3,332.50 117.69Excavation in foundation of building, bridges etc complete
: in hard soil or soft murum
03-23-d 1000 Cft m3 3,782.00 133.56 3,782.00 133.56Excavation in foundation of building, bridges etc complete
: in shingle/gravel
03-24 1000 Cft m3 29,226.89 674.37 19,096.00 1,032.14Tools and plants
required shall be the
liability of the
contractors.
Cutting hard rock such as granite, ballast, hard lime etc
with chisels/hammers for small foundation
03-25 1000 Cft m3 619.85 15.05 426.25 21.89Composite rate
includes material, i.e
plank, etc
Extra for excavaton requiring shoring
03-26-a 1000 Cft m3 273.42 9.66 273.42 9.66The rate does not
include hire charges
of the Roller to be
supplied by the
Department or
through other
agencies.
Mixing & moistening of earthwork to OMC in layers for
compaction etc complete
03-26-b-01 1000 Cft m3 759.50 26.82 759.50 26.82Compaction by rolling with animal driven roller or hand
rammed : Soft or sandy soil
03-26-b-02 1000 Cft m3 914.50 32.30 914.50 32.30Compaction by rolling with animal driven roller or hand
rammed : Ordinary soil
03-26-b-03 1000 Cft m3 1,275.03 45.03 1,275.03 45.03Compaction by rolling with animal driven roller or hand
rammed : Hard soil
03-26-b-04 1000 Cft m3 2,251.53 79.51 2,251.53 79.51Compaction by rolling with animal driven roller or hand
rammed : Admixture of shingle
03-26-c 1000 Cft m3 418.50 14.78 418.50 14.78Ramming earthwork (all types of soil)
03-26-d 1000 Cft m3 558.00 19.71 558.00 19.71Ramming earthwork behind retaining wall
03-27-a 1000 Cft m3 5,129.59 5.44 154.07 181.15The rate alslo inlcude
hire charges of
machinery, cost of
fuel, lubricant, pay of
driver and cleaner etc
Compaction of earth with power road roller 95% to 100%
max. mod. AASHTO dry density
03-27-b 1000 Cft m3 5,129.59 5.44 154.07 181.15Compaction of earth with power road roller 90% max.
mod. AASHTO dry density
03-27-c 1000 Cft m3 5,129.59 5.44 154.07 181.15Compaction of earth with power road roller 85% max.
mod. AASHTO dry density
03-28 1000 Cft m3 976.50 34.48 976.50 34.48That will support a
man's weight.
Extra for wet earthwork
Page 10 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-29 1000 Cft m3 2,837.00 78.82 2,232.00 100.19That will not support
a man's weight
Extra for slush or daldal including dewatering
03-30 1000 Cft m3 1,743.75 61.58 1,743.75 61.58Extra for puddling.
03-31 1 Rft m 2.79 9.15 2.79 9.15Earthwork on small rain water drains, along canal banks,
roads, drains, etc complete
03-32 1000 Cft m3 2,511.00 88.68 2,511.00 88.68Filling and Compacting Soil, Earth and Boulders behind
retaining walls
03-33 2500 Rft km 434.00 568.54 434.00 568.54Dag belling for layout
of borrow pit, to be
done by contractor at
their own cost.
Dag belling 75 mm deep.
03-34 1000 Sft m2 1,116.00 12.01 1,116.00 12.01Turfing slopes of banks or lawns with grass sods including
ploughing, laying, setting & watering
03-35-a 1000 Cft m3 1,255.50 44.34 1,255.50 44.34Berm cutting : Lead upto single throw of phaorah or
shovel, without dressing
03-35-b 1000 Cft m3 1,953.00 68.97 1,953.00 68.97Berm cutting : Upto 25 m lead (including dressing)
03-36-a Mile km 3,968.00 2,465.72 3,968.00 2,465.72Berm trimming both sides of channels Upto 1 m depth
03-36-b Mile km 5,254.50 3,265.15 5,254.50 3,265.15Berm trimming both sides of channels Over 1m to 1.5m
depth
03-36-c Mile km 8,354.50 5,191.49 8,354.50 5,191.49Berm trimming both sides of channels Over 1.5m to 2.5m
depth
03-37-a Acre ha 1,798.00 4,442.86 1,798.00 4,442.86Area ploughed bo be
measured
Ploughing and levelling borrow pits Upto 1m depth
03-37-b Acre ha 2,659.80 6,572.37 2,659.80 6,572.37Ploughing and levelling borrow pits Exceeding 1m depth
03-38-a-01 Chain 50 m 434.00 711.76 434.00 711.76Making boundary or service roads complete in unploughed
land : From 3 m to 6 m wide
03-38-a-02 Chain 50 m 589.00 965.96 589.00 965.96Making boundary or service roads complete in unploughed
land : Over 6 m to 12 m wide
03-38-b-01 Chain 50 m 504.99 828.18 504.99 828.18Making boundary or service roads complete in ploughed
land : From 3 m to 6m wide
03-38-b-02 Chain 50 m 724.78 1,188.64 724.78 1,188.64Making boundary or service roads complete in ploughed
land : Over 6 m to 12 m wide
03-39-a 1000 Cft m3 2,092.50 73.90 2,092.50 73.90For ordinary soilEarthwork by boats, Digging and loading into boats, upto
25m lead
03-39-b 1000 Cft m3 1,674.00 59.12 1,674.00 59.12Earthwork by boats, including hire of boats Carriage by
boats upto 250m.
03-39-c 1000 Cft m3 111.60 3.94 111.60 3.94Earthwork by boats, including hiring of boats Extra for
every additional 50m beyond 250m
03-39-d 1000 Cft m3 976.50 34.48 976.50 34.48Earthwork by boats, Unloading earth from boats
03-40 1000 Cft m3 837.00 29.56 837.00 29.56Unloading earth from BG trucks and clearing 1.5m from
rail
Page 11 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-41 1000 Cft m3 1,953.00 68.97 1,953.00 68.97Earthwork by tramway, digging and loading in trucks, upto
25m lead
03-42 1000 Cft m3 1,255.50 44.34 1,255.50 44.34Unloading earth from BG trucks and spreading upto 5m
from rail
03-43 1000 Cft m3 11,780.00 416.01 11,780.00 416.01The rate include a)
Removal of top crust
of earth overburden.
b) Royalty to the
government or cost to
the private owner
Supplying clean and screened river or pit sand within 150m
including removal of loose earth or overburden.
03-44-a 1000 Cft m3 2,511.00 88.68 2,511.00 88.68a) The rate does not
include back filling
after laying of sewer,
which is payable
seperately b) If the
timbering and
shuttering is not
actually done at site,
the composite rate
may be reduced by 5
%
Excavation in open cut for sewers & manhole except
shingle, gravel & rock : Upto 2m
03-44-b 1000 Cft m3 3,348.00 118.23 3,348.00 118.23Excavation in open cut for sewers & manholes except
shingle, gravel & rock : 2m to 5m
03-44-c 1000 Cft m3 4,464.00 157.64 4,464.00 157.64Excavation in open cut for sewers & manholes except
shingle, gravel & rock : Below 5m depth
03-45-a 1000 Cft m3 6,963.61 135.20 3,828.50 245.92The rate does not
include back filling
after laying of sewer,
which is payable
seperately.
Trench Excavation in open cutting below water level for
sewers & manholes : Upto 1.25m depth
03-45-b 1000 Cft m3 9,164.42 165.86 4,696.50 323.64Trench Excavation in open cutting below water level for
sewers & manholes : 1.25m to 2.5m depth
03-45-c 1000 Cft m3 15,104.35 239.20 6,773.50 533.41Trench Excavation in open cutting below water level for
sewers & manholes : Exceeding 2.5m depth
03-46 1000 Cft m3 2,042.90 72.14 2,042.90 72.14The rate does not
include back filling
after laying of pipe
line, which is payable
separately.
Excavation of trench in all kinds of soils except cutting in
rock for pilelines upto 1.5m depth
03-48-a Each Each 697.50 697.50 697.50 697.50Uprooting stump and removing within 50 m upto 2 m girth
03-48-b Each Each 1,114.69 976.50 976.50 1,114.69Uprooting stump and removing within 50 m above 2 m
girth
03-48-c Each Each 1,164.71 697.50 697.50 1,164.71Uprooting stump and removing within 50 m upto 2 m girth
including sand filling and trinches
Page 12 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-48-d Each Each 1,819.85 976.50 976.50 1,819.85Uprooting stump and removing within 50 m above 2 m
girth including sand filling and trinches
03-49-a Decare Decare 1,501.02 1,501.02 1,501.02 1,501.02Jungle clearance and removing within 50m Light Jungle
03-49-b Decare Decare 3,002.04 3,002.04 3,002.04 3,002.04Jungle clearance and removing within 50m Thick Jungle
03-50 1000 Sft m2 362.70 3.90 362.70 3.90Uprooting sarkanda growth & disposal within 50m
03-51 ha ha 5,359.90 5,359.90 5,359.90 5,359.90Ploughing 3 times
03-52 1000 Sft m2 2,945.00 31.69 2,945.00 31.69Levelling, dressing and making lawns
03-53 1000 Sft m2 9,600.00 31.69 2,945.00 103.30Turfing of lawn with Dacca Grass
03-54 1000 Cft m3 1,422.90 50.25 1,422.90 50.25Clearance of shingle, gravel including sand, soft soil and
silt deposits in channel bed upto 25m
03-55-a 100 Ft m 13,950.00 457.68 13,950.00 457.68Clearance of choked up syphon including dewatering Upto
1.25m dia
03-55-b 100 Ft m 25,110.00 823.82 25,110.00 823.82Clearance of choked up syphon including dewatering
Exceeding 1.25m dia
03-56 1000 Sft m2 1,328.17 2.59 241.06 14.29Clearing & Grubbing
03-57-a No No 259.67 18.69 18.69 259.67Removal of Tree : Girth 150mm - 300mm including
removal of stump & backfilling with sand
03-57-b No No 519.35 37.39 37.39 519.35Removal of Tree : Girth 300mm - 600mm including
removal of stump & backfilling with sand
03-57-c No No 1,276.14 112.16 112.16 1,276.14Removal of Tree : Girth over 600mm including removal of
stump & backfilling with sand
03-58 1000 Sft m2 1,132.54 2.31 215.11 12.19Compaction of Natural Ground
03-59-a 1000 Cft m3 5,572.00 5.58 157.91 196.77Roadway Excavation in Surplus / Unsuitable Common
Material
03-59-b 1000 Cft m3 11,737.61 74.40 2,106.76 414.51Roadway Excavation in Surplus / Unsuitable Rock (Hard)
Material requiring blasting.
03-59-c 1000 Cft m3 9,765.11 43.20 1,223.26 344.85Roadway Excavation in Surplus / Unsuitable Rock
(Medium) Material requiring blasting
03-60-a 1000 Cft m3 4,880.60 92.06 2,606.98 172.36Structural Excavation in Common Material
03-60-b 1000 Cft m3 24,289.44 371.99 10,533.71 857.77Structural Excavation in Rock Material requiring blasting
03-60-c 1000 Cft m3 21,773.58 139.50 3,950.08 768.93Structural backfill using Common Material available at
site.
03-60-d 1000 Cft m3 30,608.66 34.88 987.66 1,080.94Structural Backfill using Granular Material brought from
outside
03-61-a 1000 Cft m3 6,298.37 5.58 157.91 222.42Formation of Embankment from Roadway Excavation in
Common Material including compaction by power roller.
03-61-b 1000 Cft m3 13,817.39 74.40 2,106.76 487.96Formation of Embankment from Roadway Excavation in
Rock Material requiring blasting and compaction of
embankment by power roller.
03-61-c 1000 Cft m3 12,200.79 5.59 158.19 430.87Formation of Embankment from Borrow Excavation in
Common Material including compaction by power roller.
Page 13 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #
:
03
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
03-61-d 1000 Cft m3 6,419.45 9.85 279.00 226.70Formation of Embankment from Roadway Excavation in
granular Material including compaction by power roller.
03-62-a 1000 Sft m2 2,107.01 2.31 215.11 22.67Subgrade Preparation in Earth Cut
03-62-b 1000 Sft m2 5,156.16 6.95 645.61 55.48Subgrade Preparation in Rock Cut
03-62-c 1000 Sft m2 3,010.30 4.63 430.22 32.39Subgrade Preparation on Existing Road
03-63-a 1000 Cft m3 1,347.51 2.46 69.75 47.59Earthwork by mechanical means in drains and irrigation
channels in DRY soil dressed to designed section, grades
profile/with excavated material, disposed off within 50 feet
(15.2 m) lead and dressed as directed.
03-63-b 1000 Cft m3 1,443.34 2.46 69.75 50.97Earthwork by mechanical means in drains and irrigation
channels in DRY & WET soil dressed to designed section,
grades profile/with excavated material, disposed off within
50 feet (15.2 m) lead and dressed as directed.
03-63-c 1000 Cft m3 1,708.95 3.65 103.23 60.35Earthwork by mechanical means in drains and irrigation
channels in WET & SLUSH soil dressed to designed
section, grades profile/with excavated material, disposed
off within 50 feet (15.2 m) lead and dressed as directed.
03-63-d 1000 Cft m3 1,949.79 3.65 103.23 68.86Earthwork by mechanical means in drains and irrigation
channels in SLUSH soil dressed to designed section,
grades profile/with excavated material, disposed off within
50 feet (15.2 m) lead and dressed as directed.
03-63-e 1000 Cft m3 1,865.64 4.93 139.50 65.88Earthwork by mechanical means in drains and irrigation
channels in DRY & WET to that of SLUSH (1:2) soil
dressed to designed section, grades profile/with excavated
material, disposed off within 50 feet (15.2 m) lead and
dressed as directed.
03-63-f 1000 Cft m3 1,559.31 2.46 69.75 55.07Earthwork by mechanical means in drains and irrigation
channels in BORROW AREA soil dressed to designed
section, grades profile/with excavated material, disposed
off within 50 feet (15.2 m) lead and dressed as directed.
03-63-g 1000 Cft m3 2,608.01 9.85 279.00 92.10Earthwork by mechanical means in drains and irrigation
channels in UNDER WATER soil dressed to designed
section, grades profile/with excavated material, disposed
off within 50 feet (15.2 m) lead and dressed as directed.
Page 14 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
DISMANTLING (DEMOLITION)Chapter #
:
04
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
04-01 100 Cft m3 237.15 83.75 237.15 83.75Dismantling dry stone masonry
04-02 100 Cft m3 348.75 123.16 348.75 123.16Dismantling stone masonry in mud mortar
04-03 100 Cft m3 837.00 295.58 837.00 295.58Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively.
Dismantling stone masonry in lime or cement mortar
04-04-a 100 Cft m3 418.50 147.79 418.50 147.79Dismantling dry stone or spawl pitching
04-04-b 100 Cft m3 558.00 197.06 558.00 197.06Dismantling stone or spawl pitching (mud grouted)
04-05 100 Cft m3 697.50 246.32 697.50 246.32Dismantling stone or spawl pitching and apron in silted
condition
04-06 100 Cft m3 837.00 295.58 837.00 295.58Dismantling stone pitching, cement or lime grouted
04-07-a 100 Cft m3 558.00 197.06 558.00 197.06Dismantling stone in Wooden crates
04-07-b 100 Cft m3 697.50 246.32 697.50 246.32Dismantling stone in Wire crates
04-08 100 Cft m3 465.00 164.21 465.00 164.21Dismantling stone ware drain including base concrete
04-09 100 Cft m3 139.50 49.26 139.50 49.26Dismantling mud/pise walling
04-10 100 Cft m3 348.75 123.16 348.75 123.16Dismantling sun dried brick masonry
04-11 100 Cft m3 237.15 83.75 237.15 83.75Dismantling dry brick masonry
04-12 100 Cft m3 488.25 172.42 488.25 172.42Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-12,
04-13, 04-14 and
04-15
Dismantling brick work in mud mortar
04-13 100 Cft m3 1,185.75 418.74 1,185.75 418.74Dismantling brick work in lime or cement mortar
04-14 100 Cft m3 1,046.25 369.48 1,046.25 369.48Dismantling cement block masonry
04-15 100 Cft m3 279.00 98.53 279.00 98.53Dismantling Dhajji walling
04-16 100 Cft m3 558.00 197.06 558.00 197.06Dismantling mud concrete
04-17 100 Cft m3 767.25 270.95 767.25 270.95Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-17,
04-19, and 04-20
Dismantling lime concrete
04-18 100 Cft m3 2,929.50 1,034.54 2,929.50 1,034.54Dismantling lime or cement concrete, under water
04-19-a 100 Cft m3 1,534.50 541.90 1,534.50 541.90Dismantling : Plain Cement Concrete 1:4:8
04-19-b 100 Cft m3 2,511.00 886.75 2,511.00 886.75Dismantling : Plain Cement Concrete 1:3:6
Page 15 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
DISMANTLING (DEMOLITION)Chapter #
:
04
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
04-19-c 100 Cft m3 3,069.00 1,083.81 3,069.00 1,083.81Dismantling : Plain Cement Concrete 1:2:4
04-19-d 100 Cft m3 837.00 295.58 837.00 295.58Dismantling : Cement Concrete with brick aggregate
04-19-e 100 Sft m2 379.16 40.80 379.16 40.80Dismantling : DPC of cement concrete 1.5" thick and
clearing the site
04-20 100 Cft m3 5,022.00 1,773.50 5,022.00 1,773.50Dismantling RCC, separating reinforcement, cleaning &
straightening the same
04-21 100 Sft m2 167.40 18.01 167.40 18.01Dismantling sirki sarkanda or thached roofing supported on
battens or ballies
04-22-a 100 Sft m2 418.50 45.03 418.50 45.03Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-22-a,
04-22-b, 04-26, 04-27
and 04-30
Dismantling 1st class tile roofing
04-22-b 100 Sft m2 344.84 37.11 344.84 37.11Dismantling 2nd class tile roofing
04-23 100 Sft m2 263.50 28.35 263.50 28.35Dismantling from any height, asbestos sheets & ridge
coping
04-24 100 Sft m2 229.40 24.68 229.40 24.68Dismantling roof of wooden planks & battens from any
height
04-25 100 Sft m2 851.14 91.58 851.14 91.58Dismantling wooden ceiling above 20' height in difficult
position including lifting along live wire
04-26 100 Sft m2 558.00 60.04 558.00 60.04Dismantling jack arch roofing, including removing joists
04-27 100 Sft m2 697.50 75.05 697.50 75.05Dismantling RB roof complete with mud and mud plaster
including reinforcement complete
04-28-a 100 Sft m2 259.16 27.89 259.16 27.89Stripping and stacking: Slate or tiles from the truss roofing
04-28-b 100 Sft m2 338.52 36.42 338.52 36.42Stripping and stacking: GI sheet roofing
04-29 100 Sft m2 658.75 70.88 658.75 70.88Extra for dismantling CI sheet roof above 20 ft. in dificult
position including lifting along live wire
04-30 100 Sft m2 558.00 60.04 558.00 60.04Dismantling slates or tiles including battens, purlins and
planking
04-31 100 Sft m2 237.15 25.52 237.15 25.52Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-31 and
04-32
Dismantling brick or flagged flooring without concrete
foundation
04-32 100 Sft m2 348.75 37.53 348.75 37.53Dismantling plank or wooden block flooring etc
Page 16 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
DISMANTLING (DEMOLITION)Chapter #
:
04
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
04-33-a 100 Rft m 3,487.50 114.42 3,487.50 114.42a) The rate does not
include the cost of
excavation and
refilling of trench, or
the demoliation of
any masonry or brick
work.
Disjointing RCC pipes inside trench & removing pipes &
stacking outside : 6" to 12" diameter
04-33-b 100 Rft m 4,882.50 160.19 4,882.50 160.19b) Bends, elbows,
sluice valves, etc
should not be paid for
extra if fixed in the
length of pipe line
that is being
dismantled.
Disjointing RCC pipes inside trench & removing pipes &
stacking outside : 13" to 24" diameter
04-33-c 100 Rft m 6,277.50 205.95 6,277.50 205.95Disjointing RCC pipes inside trench & removing pipes &
stacking outside : 25" to 36" diameter
04-33-d 100 Rft m 8,370.00 274.61 8,370.00 274.61Disjointing RCC pipes inside trench & removing pipes &
stacking outside : Over 36" diameter
04-34 Each Each 159.65 159.65 159.65 159.65Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-34 to
04-37
Removing door with chowkat
04-35 Each Each 116.25 116.25 116.25 116.25Removing windows and sky lights with chowkat
04-36 Each Each 58.13 58.13 58.13 58.13Removing ventilators and wooden sunshades
04-37-a Each Each 69.75 69.75 69.75 69.75Dismantling: Woden beams up to 12' in length
04-37-b Each Each 139.50 139.50 139.50 139.50Dismantling: Wooden beams from 12.1' to 23' length
04-37-c 600 Sft m2 1,102.11 19.76 1,102.11 19.76Dismantling: Wooden partiton Jaffry Work etc
04-37-d 5 Cwt 100 kg 1,263.25 492.67 1,263.25 492.67Dismantling: Wooden trusses
04-37-e 50 Rft m 868.00 56.96 868.00 56.96Dismantling: Wooden palisade fencing
04-38 5 Cwt 100 kg 1,426.00 556.14 1,426.00 556.14Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-38 and
04-39
Dismantling iron work of trusses, sheds, water tanks, etc
excluding cutting of rivets
04-39 12 Cwt 100 kg 1,395.00 228.78 1,395.00 228.78Dismantling rolled steel beams or iron rails etc.
04-40 Each Each 527.00 527.00 527.00 527.00Dismantling iron latrine
04-41 Each/25m
m D
Ea/25mm D 7.75 7.75 7.75 7.75Dismantling tees, bends or sluice valves upto 12" i/d
Page 17 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
DISMANTLING (DEMOLITION)Chapter #
:
04
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
04-42-a Each Each 3,968.00 3,968.00 3,968.00 3,968.00Dismantling water column : BG
04-42-b Each Each 2,697.00 2,697.00 2,697.00 2,697.00Dismantling water column : MG or NG
04-43 230 Rft m 558.00 7.96 558.00 7.96Dismantling all type of wire fencing, including rolling wire
into bundles and collecting material
04-44 100 Sft m2 111.60 12.01 111.60 12.01Dismantling wire netting of tennis courts and frame work
04-45 100 Sft m2 209.25 22.52 209.25 22.52Dismantling cloth ceiling and supporting timber
04-46 100 Cft m3 558.00 197.06 558.00 197.06Dismantling and removing road metalling
04-47 100 Sft m2 3,660.48 393.87 3,660.48 393.87Dismantling & removing road pavement etc including
screening & stacking of by-products upto 50m.
04-48-a 500 Sft m2 279.00 6.00 279.00 6.00Add extra 13%, 32%
and 51% on labour
rates only for 2nd,
3rd, 4th and
subsequent floors
respectively against
item No 04-46 to
04-49
Removing from walls: Mud plaster
04-48-b 250 Sft m2 279.00 12.01 279.00 12.01Removing from walls: Cement or lime plaster
04-49-a 100 Sft m2 69.75 7.51 69.75 7.51Scraping : White wash or colour wash
04-49-b 100 Sft m2 209.25 22.52 209.25 22.52Scraping : Ordinary distemper, oil bound distemper or
paint off wall
04-50 100 Sft m2 868.00 93.40 868.00 93.40Dismantling glazed or accoustics tiles etc
04-51 100 Cft m3 948.32 334.90 948.32 334.90Scraping boulders.
04-52 100 Cft m3 976.50 344.85 976.50 344.85Cleaning mortar of old stones to be used in masonry
04-53 Point Point 30.69 30.69 30.69 30.69Dismantling light, fan and call bell point including casing,
capping/strip open type complete
04-54 Point Point 25.73 25.73 25.73 25.73Dismantling plug point & making good damaged surface
(building portion)
04-55-a 1 Rft m 5.97 19.60 5.97 19.60Dismantle GI/MS conduit/GI flexible/PVC pipes or
conduit wiring of all sizes : On surface
04-55-b 1 Rft m 9.64 31.63 9.64 31.63Dismantle GI/MS conduit/GI flexible/PVC pipes or
conduit wiring of all sizes : Recessed in wall
Page 18 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
MORTARChapter #
:
05
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
05-01 100 Cft m3 6,973.08 369.48 1,046.25 2,462.52Lime Sand Mortar 1 : 2 (one Lime: 2 Sand)
05-02 100 Cft m3 5,979.45 369.48 1,046.25 2,111.63Lime Sand Mortar 1 : 3 (one Lime: 3 Sand)
05-03 100 Cft m3 6,297.47 369.48 1,046.25 2,223.93Lime Surkhi Mortar 1 : 1-1/2 (one Lime: 1-1/2 Surkhi)
05-04 100 Cft m3 5,566.76 369.48 1,046.25 1,965.88Lime Surkhi Mortar 1 : 2 (one Lime: 2 Surkhi)
05-05 100 Cft m3 4,645.70 369.48 1,046.25 1,640.62Lime Surkhi Mortar 1 : 3 (one Lime: 3 Surkhi)
05-06 100 Cft m3 5,785.15 369.48 1,046.25 2,043.01Lime Sand And Surkhi Mortar 1 : 1 : 1 (one Lime: 1 Sand
And : 1 Surkhi)
05-07 100 Cft m3 4,981.94 369.48 1,046.25 1,759.36Lime Sand And Surkhi Mortar 1 : 2 : 1 (one Lime: 2 Sand
And : 1 Surkhi)
05-09 100 Cft m3 15,025.53 369.48 1,046.25 5,306.22Lime, Cement And Sand Mortar 1 : 1 : 3 (one Lime: One
Cement And : 3 Sand)
05-10 100 Cft m3 12,998.36 369.48 1,046.25 4,590.33Lime, Cement And Sand Mortar 1 : 1 : 4 (one Lime: One
Cement And : 4 Sand)
05-11 100 Cft m3 11,559.54 369.48 1,046.25 4,082.22Lime, Cement And Sand Mortar 1 : 1 : 5 (one Lime: One
Cement And : 5 Sand)
05-12 100 Cft m3 10,484.42 369.48 1,046.25 3,702.54Lime, Cement And Sand Mortar 1 : 1 : 6 (one Lime: One
Cement And : 6 Sand)
05-13 100 Cft m3 9,695.38 369.48 1,046.25 3,423.90Lime, Cement And Sand Mortar 1 : 1 : 7 (one Lime: One
Cement And : 7sand)
05-14 100 Cft m3 8,853.13 369.48 1,046.25 3,126.46Lime, Cement And Sand Mortar 1 : 1 : 8 (one Lime: One
Cement And : 8 Sand)
05-15 100 Cft m3 8,440.58 369.48 1,046.25 2,980.77Lime, Cement And Sand Mortar 1 : 1 : 9 (one Lime: One
Cement And : 9 Sand)
05-16 100 Cft m3 8,019.10 369.48 1,046.25 2,831.92Lime, Cement And Sand Mortar 1 : 1 : 10 (one Lime: One
Cement And : 10 Sand)
05-17 100 Cft m3 9,908.16 369.48 1,046.25 3,499.04Cement, Lime And Sand Mortar 1 : 2 : 6 (one Cement: 2
Lime And : 6 Sand)
05-18 100 Cft m3 8,803.66 369.48 1,046.25 3,108.99Cement, Lime And Sand Mortar 1 : 2 : 9 (one Cement: 2
Lime And : 9 Sand)
05-19 100 Cft m3 27,152.81 295.58 837.00 9,588.93Cement Sand Mortar 1 : 1 (one Cement: One Sand)
05-20 100 Cft m3 22,536.10 295.58 837.00 7,958.56Cement Sand Mortar 1 : 1-1/2 (one Cement: 1-1/2 Sand)
05-21 100 Cft m3 19,574.08 295.58 837.00 6,912.53Cement Sand Mortar 1 : 2 (one Cement: 2 Sand)
05-22 100 Cft m3 17,046.04 295.58 837.00 6,019.76Cement Sand Mortar 1 : 2-1/2 (one Cement: 2-1/2 Sand)
05-23 100 Cft m3 14,988.09 295.58 837.00 5,293.00Cement Sand Mortar 1 : 3 (one Cement: 3 Sand)
05-24 100 Cft m3 12,400.31 295.58 837.00 4,379.13Cement Sand Mortar 1 : 4 (one Cement: 4 Sand)
05-25 100 Cft m3 10,928.58 295.58 837.00 3,859.40Cement Sand Mortar 1 : 5 (one Cement: 5 Sand)
05-26 100 Cft m3 9,639.57 295.58 837.00 3,404.18Cement Sand Mortar 1 : 6 (one Cement: 6 Sand)
05-27 100 Cft m3 8,804.18 295.58 837.00 3,109.17Cement Sand Mortar 1 : 7 (one Cement: 7 Sand)
05-28 100 Cft m3 8,091.13 295.58 837.00 2,857.36Cement Sand Mortar 1 : 8 (one Cement: 8 Sand)
05-29 100 Cft m3 1,500.30 517.27 1,464.75 529.83Clay Mortar.
05-30 100 Cft m3 2,861.55 517.27 1,464.75 1,010.55Clay Mortar Mixed With Chipped Bhoosa Or Straw.
Page 19 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
MORTARChapter #
:
05
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
05-31 200 Cft m3 5,351.30 270.95 1,534.50 944.90Clay Mortar Mixed With Cow-dung 1 : 1 (1 Clay: 1 Cow
Dung).
05-32 100 Cft m3 18,155.99 295.58 837.00 6,411.73White Cement And Sand Mortar1 : 3 (1 White Cement 3
Sand)
05-33 100 Cft m3 73,087.27 295.58 837.00 25,810.55Coloured Cement Mortar Made By Mixing White Cement
And Pigment Of Approved Shade (1 White Cement Mixed
With Pigment Of Approved Shade: 2 Sand)
05-34 100 Cft m3 23,919.19 295.58 837.00 8,446.99White Cement And Sand Mortar1 : 2 (1 White Cement 2
Sand)
05-35 100 Cft m3 73,087.27 295.58 837.00 25,810.55Coloured Cement Mortar Made By Mixing Grey Cement
And Pigment Of Approved Shade (1 Grey Cement Mixed
With Pigment Of Approved Shade: 2 Sand)
Page 20 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-01 100 Cft m3 3,016.82 445.78 1,262.32 1,065.38The stone ballast,
crushed bajri, round
shingle from nallah,
or brick ballast may
be used according to
their comparative
cheaper rates in
various areas of the
province.
Mud concrete in foundation using brick ballast or stone
ballast 1.5" gauge to 2" guage
06-02 100 Cft m3 2,301.10 295.58 837.00 812.63dittoDry rammed shingle brick ballast or stone ballast 1.5" to 2"
guage
06-03-a 100 Cft m3 9,181.33 593.90 1,681.75 3,242.36Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:3:6)
06-03-b 100 Cft m3 7,518.79 593.90 1,681.75 2,655.24Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:4:8)
06-03-c 100 Cft m3 7,022.69 593.90 1,681.75 2,480.04Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:5:10)
06-03-d 100 Cft m3 6,513.28 593.90 1,681.75 2,300.15Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:6:12)
06-03-e 100 Cft m3 5,842.94 593.90 1,681.75 2,063.42Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:6:18)
06-03-f 100 Cft m3 5,638.45 593.90 1,681.75 1,991.20Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah
shingle well graded and cleaned) in foundation & plinth
(Ratio 1:7:20)
06-04-a 100 Cft m3 837.00 295.58 837.00 295.58The stone ballast,
crushed bajri, round
shingle from nallah,
or brick ballast may
be used according to
their comparative
cheaper rates in
various areas of the
province.
Extra on Item 3 above, for sedimentation tank or filter beds
in PHE works (in bed)
06-04-b 100 Cft m3 1,255.50 443.38 1,255.50 443.38Extra on Item 3 above, for sedimentation tank or filter beds
in PHE works (On slope)
06-05-a 100 Cft m3 17,800.29 551.65 1,562.09 6,286.12Plain Cement Conrete including placing, compacting,
finishing & curing (Ratio 1:1:2)
06-05-b 100 Cft m3 17,738.58 551.65 1,562.09 6,264.33Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:1.5:1.5)
Page 21 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-05-c 100 Cft m3 14,014.20 551.65 1,562.09 4,949.07Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:1.5:3)
06-05-d 100 Cft m3 13,399.52 551.65 1,562.09 4,732.00Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:2:3)
06-05-e 100 Cft m3 11,916.06 551.65 1,562.09 4,208.12Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:3:3)
06-05-f 100 Cft m3 11,969.30 551.65 1,562.09 4,226.92Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:2:4)
06-05-g 100 Cft m3 10,357.58 551.65 1,562.09 3,657.75Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:2:6)
06-05-h 100 Cft m3 10,055.08 551.65 1,562.09 3,550.92Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:3:6)
06-05-i 100 Cft m3 8,402.22 551.65 1,562.09 2,967.22Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:4:8)
06-06-a-01 100 Cft m3 20,251.36 1,115.56 3,158.90 7,151.711) The rate include
rendering floor
surface smooth, and
the plustering done
for making up all
surfaces after
removing centering.
RCC in roof slab, beam, column & other structural
members, insitu or precast. Type A (1:1:2)
06-06-a-02 100 Cft m3 17,171.91 1,115.56 3,158.90 6,064.212) Plustering done
after soffit of R.C.C
roof slab meant for
human habitaion
buildings shall be
paid extra
RCC in roof slab, beam, column & other structural
members, insitu or precast. Type B (1:1.5:3)
06-06-a-03 100 Cft m3 15,127.01 1,115.56 3,158.90 5,342.063) This item shall not
be aplicable to factory
made units.
RCC in roof slab, beam, column & other structural
members, insitu or precast. Type C (1:2:4)
06-06-b-01 100 Cft m3 19,252.29 1,094.76 3,100.00 6,798.89RCC in raft foundation slab, base slab of column & ret.
wall etc, not including in 06-06. Type A (1:1:2)
06-06-b-02 100 Cft m3 16,258.75 1,094.76 3,100.00 5,741.73RCC in raft foundation slab, base slab of column & ret.
wall etc, not including in 06-06 Type B (1:1.5:3)
06-06-b-03 100 Cft m3 13,508.42 1,094.76 3,100.00 4,770.46RCC in raft foundation slab, base slab of column & ret.
wall etc, not including in 06-06. Type C(1:2:4)
06-06-c-01 100 Cft m3 23,004.84 1,302.76 3,689.00 8,124.09RCC including Precast/Prestressed in slab, beam, column,
lintel, girder, etc. Type A (1:1:2)
06-06-c-02 100 Cft m3 19,925.38 1,302.76 3,689.00 7,036.59RCC including Precast/Prestressed in slab, beam. column,
lintels, girder, etc. Type B (1:1.5:3)
06-06-c-03 100 Cft m3 17,173.85 1,302.76 3,689.00 6,064.89RCC including Precast/Prestressed slab, column, beam,
lintel, girder etc. Type C (1:2:4).
06-06-e 100 Cft m3 1,185.75 418.74 1,185.75 418.74Add extra labour for RCC in 2nd & subsequent storeys
Page 22 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-07-a Cwt Tonne 5,178.12 4,271.47 217.00 101,927.17The rate includes
wastage, overlap and
chairs, etc
Supply & fabricate M.S. reinforcement for cement concrete
(Plain bars)
06-07-b Cwt Tonne 5,957.36 4,271.47 217.00 117,265.89Supply & fabricate M.S. reinforcement for cement concrete
(Hot rolled deformed bars Grade 60)
06-07-c Cwt Tonne 5,347.52 4,271.47 217.00 105,261.67Supply & fabricate M.S. reinforcement for cement concrete
(Hot rolled deformed bars Grade 40)
06-08 Cwt Tonne 10,273.84 8,542.94 434.00 202,232.33The rate includes
wastage & allowance
for stressing of
cables.
Supplying & fixing high tensile steel wire in prestressing
cables in precast girders
06-09 100 Cft m3 12,615.17 914.12 2,588.50 4,455.01Precast cement concrete solid or face blocks 1:2:4,
including cost of templates.
06-10 100 Cft m3 11,299.44 1,976.03 5,595.50 3,990.36Precast cem. concrete hollow blocks 1:2:4, including cost
of templates & constructing wall thereof
06-11 100 Sft m2 4,054.93 248.50 2,309.50 436.31Provide & fix ornamental cement jali 1:2:4 2" thick without
steel.
06-12-a 100 Cft m3 1,116.00 394.11 1,116.00 394.11Extra labour for laying concrete (plain or reinforced) From
20' upto 40' height
06-12-b 100 Cft m3 558.00 197.06 558.00 197.06Extra labour for laying concrete (plain or reinforced) For
every extra10' height
06-13 100 Cft m3 279.00 98.53 279.00 98.53Extra labour for work of weirs, rails or bridges, syphons &
concreting in superstructure
06-14 Each Each 581.15 217.00 217.00 581.15RCC spout, 2.5'x6"x5", including fixing in position
06-15 Each Each 607.60 607.60 607.60 607.60Making holes upto 3" dia, 18" depth in cement concrete or
stone masonry walls and repairing
06-16 100 Cft m3 4,076.50 1,439.60 4,076.50 1,439.60Extra labour for skipping concrete in wells
06-17-a 100 Sft m2 294.50 31.69 294.50 31.69Nicking cement concrete surface.
06-17-b 100 Sft m2 97.18 10.46 97.18 10.46Nicking lime concrete surface.
06-18-a 100 Sft m2 217.00 23.35 217.00 23.35Prepare, water and ramming surface for laying concrete (for
Headworks only) Horizontal floor
06-18-b 100 Sft m2 364.25 39.19 364.25 39.19Prepare, water and ramming surface for laying concrete (for
Headworks only) Glacis and crest
06-18-c 100 Sft m2 108.50 11.67 108.50 11.67Prepare, water and ramming surface for laying concrete (for
Headworks only) inverted filters
06-19 1 RFT m 51.11 14.83 4.52 167.67Providing and fixing 6" wide GI sheet 18 SWG. stopper to
expansion joint.
06-20 1 RFT m 11.85 9.15 2.79 38.87Fill expansion joints with bitumen, sand & saw dust in
Ratio 1:2:2
06-21-a 1 RFT m 40.38 91.54 27.90 132.49Filling expansion joints with bitumen
06-21-b 1 RFT m 27.90 91.54 27.90 91.54Laying Asphaltic Mixture in Expansion Joints
Page 23 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-22-a-01 100 Sft m2 2,755.24 108.74 1,010.60 296.46Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 1 coat bitumen (1.5" thick)
06-22-a-02 100 Sft m2 3,140.99 108.74 1,010.60 337.97Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 1 coat bitumen (2" thick)
06-22-a-03 100 Sft m2 4,040.47 115.08 1,069.50 434.75Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 1 coat bitumen (3" thick)
06-22-b-01 100 Sft m2 2,798.77 86.56 804.45 301.15Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 2 coats bitumen (1.5" thick)
06-22-b-02 100 Sft m2 3,390.67 108.74 1,010.60 364.84Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 2 coats bitumen (2" thick)
06-22-b-03 100 Sft m2 4,225.37 108.11 1,004.71 454.65Damp proof course of cem. conc. 1:2:4 including bitumen
coat, 1 layer polythene & 2 coats bitumen (3" thick)
06-23-a-01 100 Sft m2 1,810.45 99.23 922.25 194.80Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:4 (0.5" thick)
06-23-a-02 100 Sft m2 1,992.92 99.23 922.25 214.44Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:4 (0.75" thick)
06-23-a-03 100 Sft m2 1,887.89 99.23 922.25 203.14Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:3 (0.5" thick)
06-23-a-04 100 Sft m2 2,108.23 99.23 922.25 226.85Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:3 (0.75" thick)
06-23-a-05 100 Sft m2 2,003.20 99.23 922.25 215.54Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:2 (0.5" thick)
06-23-a-06 100 Sft m2 2,301.95 99.23 922.25 247.69Damp proof course in c/s plaster, 1 layer polythene, 1 coat
bitumen Ratio 1:2 (0.75" thick)
06-23-b-01 100 Sft m2 2,061.47 99.23 922.25 221.81Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:4 (0.5" thick)
06-23-b-02 100 Sft m2 2,242.60 99.23 922.25 241.30Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:4 (0.75" thick)
06-23-b-03 100 Sft m2 2,137.57 99.23 922.25 230.00Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:3 (0.5" thick)
06-23-b-04 100 Sft m2 2,357.92 99.23 922.25 253.71Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:3 (0.75" thick)
06-23-b-05 100 Sft m2 2,252.89 99.23 922.25 242.41Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:2 (0.5" thick)
06-23-b-06 100 Sft m2 2,551.64 99.23 922.25 274.56Damp proof course in c/s plaster, 1 layer polythene, 2 coats
bitumen Ratio 1:2 (0.75" thick)
06-24-a-01 100 Sft m2 1,820.49 99.23 922.25 195.89V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:4 (0.5" thick)
06-24-a-02 100 Sft m2 1,992.92 99.23 922.25 214.44V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:4 (0.75" thick)
06-24-a-03 100 Sft m2 1,900.96 99.23 922.25 204.54V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:3 (0.5" thick)
Page 24 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-24-a-04 100 Sft m2 2,108.23 99.23 922.25 226.85V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:3 (0.75" thick)
06-24-a-05 100 Sft m2 2,003.20 99.23 922.25 215.54V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:2 (0.5" thick)
06-24-a-06 100 Sft m2 2,301.95 99.23 922.25 247.69V. Damp proof c/s plaster, 1 layer polythene 1 coat
bitumen Ratio 1:2 (0.75" thick)
06-24-b-01 100 Sft m2 2,070.18 99.23 922.25 222.75V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:4 (0.5" thick)
06-24-b-02 100 Sft m2 2,242.60 99.23 922.25 241.30V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:4 (0.75" thick)
06-24-b-03 100 Sft m2 2,155.00 99.23 922.25 231.88V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:3 (0.5" thick)
06-24-b-04 100 Sft m2 2,357.92 99.23 922.25 253.71V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:3 (0.75" thick)
06-24-b-05 100 Sft m2 2,252.89 99.23 922.25 242.41V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:2 (0.5" thick)
06-24-b-06 100 Sft m2 2,551.64 99.23 922.25 274.56V. Damp proof c/s plaster, 1 layer polythene 2 coats
bitumen Ratio 1:2 (0.75" thick)
06-25 100 Cft m3 3,720.00 1,313.71 3,720.00 1,313.71Grouting concrete between the grooves of gates including
shuttering
06-26 1000 Sft m2 1,472.50 15.84 1,472.50 15.84Chisel dressing concrete surface on sides of grooves
06-27 100 Sft m2 3,373.11 362.95 3,373.11 362.95Laying and ramming dry ballast or kankar
06-28 100 No No 4,466.17 44.66 4,466.17 44.66Hoisting & placing in position RCC shelves
06-29-a 100 Cft m3 837.00 295.58 837.00 295.58Breaking brick ballast, screening & stacking 2" ring
06-29-b 100 Cft m3 976.50 344.85 976.50 344.85Breaking brick ballast, screening & stacking 1.5" ring
06-29-c 100 Cft m3 1,116.00 394.11 1,116.00 394.11Breaking brick ballast, screening & stacking 1" ring
06-29-d 100 Cft m3 1,255.50 443.38 1,255.50 443.38Breaking brick ballast, screening & stacking. Jhama ballast
3/4" ring
06-30 100 Rft m 5,730.51 29.22 890.51 188.01Supply & fix broken glasses on court yard walls, including
1:3:6 cement concrete coping
06-31 100 Cft m3 789.57 278.83 789.57 278.83This does not include
the chages for
working of crushers ,
but manual labour
for charges of stone to
crusher within 100 m
and also stacking the
product after crushing
within 100 m.
Crushing stone ballast by machine
06-32-a 100 Cft m3 976.50 344.85 976.50 344.85Breaking stone ballast screened & stacked 2" ring
06-32-b 100 Cft m3 1,116.00 394.11 1,116.00 394.11Breaking stone ballast screened & stacked 1.5" ring
06-32-c 100 Cft m3 1,255.50 443.38 1,255.50 443.38Breaking stone ballast screened & stacked 1" ring
Page 25 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-32-d 100 Cft m3 1,674.00 591.17 1,674.00 591.17Breaking stone ballast screened & stacked 0.5" ring
06-32-e 100 Cft m3 2,790.00 985.28 2,790.00 985.28Breaking stone ballast screened & stacked 1/8" to 1/4" ring
06-33 100 Cft m3 279.00 98.53 279.00 98.53Screening and stacking stone ballast, shingle or bajri etc
06-34 100 Cft m3 279.00 98.53 279.00 98.53Washing ballast, bajri or shingle
06-35 Each Each 198.40 198.40 198.40 198.40Erecting and carting sun shades of precast RCC (upto 5"x
2.5")
06-36-a 100 Cft m3 6,375.84 623.57 1,765.76 2,251.61PCC 1:3:6 in mass concrete less formwork using 50%
boulders
06-36-b 100 Cft m3 7,049.67 622.59 1,762.97 2,489.57PCC 1:3:6 in mass concrete less formwork using 40%
boulders
06-36-c 100 Cft m3 7,735.63 622.59 1,762.97 2,731.81PCC 1:3:6 in mass concrete less formwork using 30%
boulders
06-37-a 100 Cft m3 5,447.42 622.59 1,762.97 1,923.74PCC 1:4:8 in mass concrete less formwork using 50%
boulders
06-37-b 100 Cft m3 5,942.31 622.59 1,762.97 2,098.51PCC 1:4:8 in mass concrete less formwork using 40%
boulders
06-37-c 100 Cft m3 6,437.20 622.59 1,762.97 2,273.28PCC 1:4:8 in mass concrete less formwork using 30%
boulders
06-38-a 100 Sft m2 2,539.47 250.17 2,325.00 273.25Errecting & removing formwork to concrete in any shape /
position (Horizontal)
06-38-b 100 Sft m2 2,849.33 280.19 2,604.00 306.59Errecting & removing formwork to concrete in any shape /
position (Vertical)
06-39-a 100 Sft m2 6,367.00 30.85 286.75 685.09Errection and removal of steel Form work for RCC or Plain
Concrete horizontal
06-39-b 100 Sft m2 6,276.45 25.02 232.50 675.35Errection and removal of steel Form work for RCC or Plain
Concrete vertical
06-40-a 100 Cft m3 12,549.56 848.44 2,402.50 4,431.84Class A1 concrete in reinforcement/non reinforcement
concrete structure with minimum cylinder compressive
strength 3000 psi on 28 days other than concrete in water
and piles with consistency range in slump 25-75 mm with
water cement ratio 0.58
06-40-b 100 Cft m3 13,469.16 848.44 2,402.50 4,756.59Class A2 cement concrete for concrete place under water
with minimum cylinder compressive strength 3500 psi on
28 days with consistency range in slump 100-150 mm with
water cement ratio 0.58
06-40-c 100 Cft m3 15,073.62 848.44 2,402.50 5,323.20Class A3 cement concrete for concrete in pile with
minimum cylinder compressive strenght 4000 psi on 28
days other than concrete in water and piles with
consistency range in slump 100-150 mm with water cement
ratio 0.58
Page 26 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
CONCRETEChapter #
:
06
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
06-40-d 100 Cft m3 11,332.30 848.44 2,402.50 4,001.97Class B concrete for concrete in pile specified works only
with minimum cylinder compressive strenght 2418 psi on
28 days and consistency range in slump 25-75 mm with
water cement ratio 0.65
06-40-e 100 Cft m3 12,158.73 848.44 2,402.50 4,293.82Class C concrete for concrete for cribbing or otherwise
specified in special provision with minimum cylinder
compressive strength 3000 psi on 28 days and consistency
range in slump 25-75 mm with water cement ratio 0.58
06-40-f 100 Cft m3 15,900.05 848.44 2,402.50 5,615.06Class D1 concrete for concrete in pre-stressed & post
tensioned with minimum cylinder compressive strength
4978.12 psi on 28 days and consistency range in slump
50-100 mm with water cement ratio 0.40
06-40-g 100 Cft m3 17,162.08 848.44 2,402.50 6,060.74Class D2 concrete for concrete in pre-stressed & post
tensioned with minimum cylinder compressive strength
6045 psi on 28 days and consistency range in slump
50-100 mm with water cement ratio 0.40
06-40-h 100 Cft m3 18,398.14 848.44 2,402.50 6,497.25Class D3 concrete for concrete in pre-stressed & post
tensioned with minimum cylinder compressive strength
7112 psi on 28 days and consistency range in slump
50-100 mm with water cement ratio 0.40
06-40-i 100 Cft m3 14,731.19 848.44 2,402.50 5,202.28Class Y concrete for concrete use as filler in steel grid,
Bridge floor, in then reinforced section etc with minimum
cylinder compressive strength 2575 psi on 28 days and
consistency range in slump 50-100 mm with water cement
ratio 0.58
06-40-j 100 Cft m3 9,157.93 848.44 2,402.50 3,234.10Lean concrete for use as thin layer under neath footings
with cylinder compressive strength of 1423 psi on 28 days.
Page 27 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-01-a 100 Cft m3 7,764.89 618.43 1,751.19 2,742.15Pacca brickwork in mud mortar in buildings in foundation
and plinth
07-01-b 100 Cft m3 8,437.98 821.94 2,327.48 2,979.85Pacca brickwork in mud mortar in buildings in ground
floor
07-02-a 100 Cft m3 523.05 150.53 426.25 184.71Add extra labour on Item 07-01 for brickwork in First floor
07-02-b 100 Cft m3 1,096.55 353.06 999.75 387.24Add extra labour on Item 07-01 for brickwork in Second
floor
07-02-c 100 Cft m3 1,670.05 555.59 1,573.25 589.77Add extra labour on Item 07-01 for brickwork in Third
floor
07-02-d 100 Cft m3 2,243.55 758.12 2,146.75 792.30Add extra labour on Item 07-01 for brickwork in Fourth &
subsequent floors.
07-03-a 100 Cft m3 8,447.20 859.38 2,433.50 2,983.10Pacca brick work in mud mortar other than building Upto
20 ft. height
07-03-b 100 Cft m3 426.25 150.53 426.25 150.53Pacca brick work in mud mortar other than building Extra
labour for each 5 ft. addl. height or part
07-04-a-01 100 Cft m3 11,784.57 818.00 2,316.32 4,161.69Pacca brick work in foundation and plinth in Cement, sand
mortar 1:2
07-04-a-02 100 Cft m3 10,946.64 818.00 2,316.32 3,865.77Pacca brick work in foundation and plinth in Cement, sand
mortar 1:3
07-04-a-03 100 Cft m3 10,443.89 818.00 2,316.32 3,688.23Pacca brick work in foundation and plinth in Cement, sand
mortar 1:4
07-04-a-04 100 Cft m3 10,082.10 818.00 2,316.32 3,560.46Pacca brick work in foundation and plinth in Cement, sand
mortar 1:5
07-04-a-05 100 Cft m3 9,874.10 818.00 2,316.32 3,487.01Pacca brick work in foundation and plinth in Cement, sand
mortar 1:6
07-04-a-06 100 Cft m3 9,693.08 818.00 2,316.32 3,423.08Pacca brick work in foundation and plinth in Cement, sand
mortar 1:7
07-04-a-07 100 Cft m3 9,547.24 818.00 2,316.32 3,371.58Pacca brick work in foundation and plinth in Cement, sand
mortar 1:8
07-04-b-01 100 Cft m3 10,134.13 818.00 2,316.32 3,578.84Pacca brick work in foundation and plinth in Lime, cement,
sand mortar 1:1:6
07-04-b-02 100 Cft m3 9,947.96 818.00 2,316.32 3,513.09Pacca brick work in foundation and plinth in Lime, cement,
sand mortar 1:1:7
07-04-b-03 100 Cft m3 10,512.20 1,069.80 3,029.32 3,712.35Pacca brick work in foundation and plinth in Lime, cement,
sand mortar 1:1:8
07-04-b-04 100 Cft m3 9,673.60 818.00 2,316.32 3,416.20Pacca brick work in foundation and plinth in Lime, cement,
sand mortar 1:1:9
07-04-b-05 100 Cft m3 9,579.54 818.00 2,316.32 3,382.99Pacca brick work in foundation and plinth in Lime, cement,
sand mortar 1:1:10
07-04-c 100 Cft m3 9,474.23 818.00 2,316.32 3,345.80Pacca brick work in foundation and plinth in Lime, sand
mortar 1:2
Page 28 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-04-c-01 100 Cft m3 9,309.72 818.00 2,316.32 3,287.70Pacca brick work in foundation and plinth in lime, sand,
surkhi 1:1:1
07-04-c-02 100 Cft m3 9,775.97 818.00 2,316.32 3,452.35Pacca brick work in foundation and plinth in lime, coarse
cinder.
07-04-c-03 100 Cft m3 9,515.82 818.00 2,316.32 3,360.48Pacca brick work in foundation and plinth in lime, surkhi
mortar 2:3
07-04-c-04 100 Cft m3 9,304.86 818.00 2,316.32 3,285.98Pacca brick work in foundation and plinth in lime, surkhi
mortar 1:2
07-04-c-05 100 Cft m3 9,039.38 818.00 2,316.32 3,192.23Pacca brick work in foundation and plinth in lime, surkhi
mortar 1:3
07-05-a-01 100 Cft m3 12,535.47 1,048.99 2,970.42 4,426.86Pacca brick work in ground floor Cement, sand mortar 1:2
07-05-a-02 100 Cft m3 11,697.54 1,048.99 2,970.42 4,130.95Pacca brick work in ground floor Cement, sand mortar 1:3
07-05-a-03 100 Cft m3 11,194.79 1,048.99 2,970.42 3,953.41Pacca brick work in ground floor Cement, sand mortar 1:4
07-05-a-04 100 Cft m3 10,859.62 1,048.99 2,970.42 3,835.04Pacca brick work in ground floor Cement, sand mortar 1:5
07-05-a-05 100 Cft m3 10,625.00 1,048.99 2,970.42 3,752.19Pacca brick work in ground floor Cement, sand mortar 1:6
07-05-a-06 100 Cft m3 10,443.99 1,048.99 2,970.42 3,688.26Pacca brick work in ground floor Cement, sand mortar 1:7
07-05-a-07 100 Cft m3 10,298.14 1,048.99 2,970.42 3,636.76Pacca brick work in ground floor Cement, sand mortar 1:8
07-05-b-01 100 Cft m3 10,952.64 1,069.80 3,029.32 3,867.89Pacca brick work in ground floor Lime, cement, sand
mortar 1:1:6
07-05-b-02 100 Cft m3 10,757.76 1,069.80 3,029.32 3,799.07Pacca brick work in ground floor Lime, cement, sand
mortar 1:1:7
07-05-b-03 100 Cft m3 10,609.00 1,069.80 3,029.32 3,746.54Pacca brick work in ground floor Lime, cement, sand
mortar 1:1:8
07-05-b-04 100 Cft m3 10,483.40 1,069.80 3,029.32 3,702.18Pacca brick work in ground floor Lime, cement, sand
mortar 1:1:9
07-05-b-05 100 Cft m3 10,389.34 1,069.80 3,029.32 3,668.96Pacca brick work in ground floor Lime, cement, sand
mortar 1:1:10
07-05-c 100 Cft m3 10,284.03 1,069.80 3,029.32 3,631.77Pacca brick work in ground floor Lime, sand mortar 1:2
07-05-c-01 100 Cft m3 10,022.72 1,069.80 3,029.32 3,539.49Pacca brick work in foundation and plinth in lime, sand,
surkhi 1:1:1.
07-05-c-02 100 Cft m3 10,488.97 1,069.80 3,029.32 3,704.15Pacca brick work in Ground floor lime, coarse cinder.
07-05-c-03 100 Cft m3 10,228.82 1,069.80 3,029.32 3,612.28Pacca brick work in Ground floor lime, surkhi mortar 2:3
07-05-c-04 100 Cft m3 10,017.86 1,069.80 3,029.32 3,537.78Pacca brick work in Ground floor lime, surkhi mortar 1:2
07-05-c-05 100 Cft m3 9,752.38 1,069.80 3,029.32 3,444.02Pacca brick work in Ground floor lime, surkhi mortar 1:3
07-06-a 100 Cft m3 523.05 150.53 426.25 184.71Add extra labour on item No.07-05 for brick work in First
floor
07-06-b 100 Cft m3 1,096.55 353.06 999.75 387.24Add extra labour on item No.07-05 for brick work in in
Second floor
07-06-c 100 Cft m3 1,670.05 555.59 1,573.25 589.77Add extra labour on item No.07-05 for brick work in Third
floor
Page 29 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-06-d 100 Cft m3 2,677.55 911.38 2,580.75 945.57Add extra labour on item No.07-05 for brick work in in
Fourth & subsequent floors.
07-07-a-01 100 Cft m3 12,293.05 963.39 2,728.00 4,341.25Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:2
07-07-a-02 100 Cft m3 11,594.63 1,012.65 2,867.50 4,094.61Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:3
07-07-a-03 100 Cft m3 10,952.37 963.39 2,728.00 3,867.80Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:4
07-07-a-04 100 Cft m3 10,617.20 963.39 2,728.00 3,749.43Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:5
07-07-a-05 100 Cft m3 10,382.58 963.39 2,728.00 3,666.58Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:6
07-07-a-06 100 Cft m3 10,201.57 963.39 2,728.00 3,602.65Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:7
07-07-a-07 100 Cft m3 10,055.72 963.39 2,728.00 3,551.15Pacca brick work other than building upto 10 ft. height :
Cement, sand mortar 1:8
07-07-b-01 100 Cft m3 10,642.61 963.39 2,728.00 3,758.41Pacca brick work other than building upto 10 ft. height :
Lime, cement, sand mortar 1:1:6
07-07-b-02 100 Cft m3 10,456.97 963.39 2,728.00 3,692.85Pacca brick work other than building upto 10 ft. height :
Lime, cement, sand mortar 1:1:7
07-07-b-03 100 Cft m3 10,307.68 963.39 2,728.00 3,640.13Pacca brick work other than building upto 10 ft. height :
Lime, cement, sand mortar 1:1:8
07-07-b-04 100 Cft m3 10,182.08 963.39 2,728.00 3,595.77Pacca brick work other than building upto 10 ft. height :
Lime, cement, sand mortar 1:1:9
07-07-b-05 100 Cft m3 10,088.02 963.39 2,728.00 3,562.55Pacca brick work other than building upto 10 ft. height :
Lime, cement, sand mortar 1:1:10
07-07-c 100 Cft m3 9,982.71 963.39 2,728.00 3,525.36Pacca brick work other than building upto 10 ft. height :
Lime, sand mortar 1:2
07-07-c-01 100 Cft m3 11,073.76 1,406.76 3,983.50 3,910.67Pacca brick work in other than building upto 10 ft height in
lime, sand, surkhi 1:1:1
07-07-c-02 100 Cft m3 10,284.45 963.39 2,728.00 3,631.92Pacca brick work in other than building upto 10 ft height in
lime, coarse cinder 1:1
07-07-c-03 100 Cft m3 10,024.30 963.39 2,728.00 3,540.05Pacca brick work in other than building upto 10 ft height in
lime, surkhi mortar 2:3
07-07-c-04 100 Cft m3 9,394.84 815.59 2,309.50 3,317.76Pacca brick work in other than building upto 10 ft height in
lime, surkhi mortar 1:2
07-07-c-05 100 Cft m3 9,849.18 1,069.80 3,029.32 3,478.21Pacca brick work in other than building upto 10 ft height in
lime, surkhi mortar 1:3
07-08 100 Cft m3 445.61 150.53 426.25 157.37Add extra labour on item No. 07-07 for every 10 ft.
additional height, or part thereof
07-09 100 Cft m3 1,195.40 405.06 1,147.00 422.15Extra labour for arch work in brick masonry, including
labour for centring and decentring
Page 30 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-10 100 Cft m3 1,032.70 260.00 736.25 364.69Extra for pacca brick work in steining of wells or any other
circular masonry.
07-11 100 Cft m3 868.00 306.53 868.00 306.53Extra labour for profile & flared walls
07-12-a 100 Cft m3 573.50 202.53 573.50 202.53Extra labour for pacca brick work in pier/abutment From
10 ft.to 20 ft. height.
07-12-b 100 Cft m3 1,007.50 355.80 1,007.50 355.80Extra labour for pacca brick work in pier/abutment
Exceeding 20 ft height.
07-13 100 Sft m2 573.50 61.71 573.50 61.71This item is to be
executed only on the
written orders of
Superintending
Engineer.
Extra for face work (half brick thick) using special bricks
instead of first class bricks.
07-14 100 Cft m3 17,535.59 2,632.01 7,453.02 6,192.64Reinforced brick work in lintel of openings, laid in 1:3
cement mortar complete
07-15-a 100 No 100 No 1,906.50 1,906.50 1,906.50 1,906.50Extra for dressing or chamfering bricks for Special
architectural bricks
07-15-b 100 No 100 No 1,317.50 1,317.50 1,317.50 1,317.50Extra for dressing or chamfering bricks for all other
purposes.
07-16-a 100 Sft m2 2,791.98 125.22 1,163.74 300.42Perf. pacca brick wall 1/2 brick thick in ground floor : Mud
mortar
07-16-b-01 100 Sft m2 4,106.12 163.28 1,517.45 441.82Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:2
07-16-b-02 100 Sft m2 3,896.31 163.28 1,517.45 419.24Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:3
07-16-b-03 100 Sft m2 3,770.95 163.28 1,517.45 405.75Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:4
07-16-b-04 100 Sft m2 3,687.16 163.28 1,517.45 396.74Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:5
07-16-b-05 100 Sft m2 3,628.17 163.28 1,517.45 390.39Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:6
07-16-b-06 100 Sft m2 3,583.59 163.28 1,517.45 385.59Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:7
07-16-b-07 100 Sft m2 3,549.28 163.31 1,517.73 381.90Perf. pacca brick wall 1/2 brick thick in ground floor :
Cement, sand mortar 1:8
07-16-c-01 100 Sft m2 3,570.82 163.28 1,517.45 384.22Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, cement, sand mortar 1:1:6
07-16-c-02 100 Sft m2 3,528.51 163.28 1,517.45 379.67Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, cement, sand mortar 1:1:7
07-16-c-03 100 Sft m2 3,489.51 163.28 1,517.45 375.47Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, cement, sand mortar 1:1:8
07-16-c-04 100 Sft m2 3,455.02 163.28 1,517.45 371.76Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, cement, sand mortar 1:1:9
Page 31 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-16-c-05 100 Sft m2 3,435.02 163.28 1,517.45 369.61Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, cement, sand mortar 1:1:10
07-16-d 100 Sft m2 3,403.09 163.28 1,517.45 366.17Perf. pacca brick wall 1/2 brick thick in ground floor :
Lime, sand mortar 1:2
07-17-a 100 Sft m2 232.49 22.93 213.13 25.02Add extra labour on item No. 07-16 for pacca brick work
in First floor
07-17-b 100 Sft m2 519.23 53.79 499.88 55.87Add extra labour on item No. 07-16 for pacca brick work
in Second floor
07-17-c 100 Sft m2 810.83 84.64 786.63 87.24Add extra labour on item No. 07-16 for pacca brick work
in Third floor
07-17-d 100 Sft m2 1,324.26 138.84 1,290.38 142.49Add extra labour on item No. 07-16 for pacca brick work
in Fourth & subsequent floors.
07-18-a 100 Sft m2 4,849.26 187.83 1,745.61 521.78Perf. pacca brick wall 1 brick thick in ground floor : Mud
mortar
07-18-b-01 100 Sft m2 7,070.98 241.03 2,240.06 760.84Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:2
07-18-b-02 100 Sft m2 6,652.02 241.03 2,240.06 715.76Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:3
07-18-b-03 100 Sft m2 6,400.65 241.03 2,240.06 688.71Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:4
07-18-b-04 100 Sft m2 6,233.06 241.03 2,240.06 670.68Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:5
07-18-b-05 100 Sft m2 6,115.08 241.03 2,240.06 657.98Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:6
07-18-b-06 100 Sft m2 6,023.65 241.03 2,240.06 648.14Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:7
07-18-b-07 100 Sft m2 5,952.39 241.03 2,240.06 640.48Perf. pacca brick wall 1 brick thick in ground floor :
Cement, sand mortar 1:8
07-18-c-01 100 Sft m2 6,245.77 241.03 2,240.06 672.04Perf. pacca brick wall 1 brick thick in ground floor : Lime,
cement, sand mortar 1:1:6
07-18-c-02 100 Sft m2 6,150.77 241.03 2,240.06 661.82Perf. pacca brick wall 1 brick thick in ground floor : Lime,
cement, sand mortar 1:1:7
07-18-c-03 100 Sft m2 6,084.41 241.03 2,240.06 654.68Perf. pacca brick wall 1 brick thick in ground floor : Lime,
cement, sand mortar 1:1:8
07-18-c-04 100 Sft m2 6,015.50 241.03 2,240.06 647.27Perf. pacca brick wall 1 brick thick in ground floor : Lime,
cement, sand mortar 1:1:9
07-18-c-05 100 Sft m2 5,969.68 241.03 2,240.06 642.34Perf. pacca brick wall 1 brick thick in ground floor : Lime,
cement, sand mortar 1:1:10
07-18-d 100 Sft m2 5,890.47 241.03 2,240.06 633.81Perf. pacca brick wall 1 brick thick in ground floor : Lime,
sand mortar 1:2
07-19-a 100 Sft m2 321.16 34.56 321.16 34.56Add extra labour on item No. 07-18 for perf. pacca brick
work in First floor
Page 32 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-19-b 100 Sft m2 999.75 107.57 999.75 107.57Add extra labour on item No. 07-18 for perf. pacca brick
work in Second floor
07-19-c 100 Sft m2 1,790.25 192.63 1,790.25 192.63Add extra labour on item No. 07-18 for perf. pacca brick
work in Third floor
07-19-d 100 Sft m2 2,580.75 277.69 2,580.75 277.69Add extra labour on item No. 07-18 for perf. pacca brck
work in Fourth & subsequent floors
07-20-a 100 Cft m3 14,336.00 1,067.39 3,022.50 5,062.72Fire brick masonry in fire-clay mortar Upto 20 ft. height
including all charges
07-20-b 100 Cft m3 474.65 150.53 426.25 167.62Fire brick masonry in fire-clay mortar. Extra for every 5 ft.
additional height, or part thereof
07-21-a 100 Sft m2 4,467.48 112.65 1,046.96 480.701st class brick wall laid in 1:3 c/s mortar reinfd 4.5" thick
wall with hoop iron bonding 6" apart
07-21-b 100 Sft m2 4,460.23 112.65 1,046.96 479.921st class brick wall laid in 1:3 c/s mortar reinfd 4.5" thick
wall with hoop iron bonding 12" apart
07-21-c 100 Sft m2 3,183.34 87.80 816.01 342.531st class brick wall laid in 1:3 c/s mortar reinfd 3" thick
wall with hoop iron bonding 6" apart
07-21-d 100 Sft m2 3,195.54 89.89 835.45 343.841st class brick wall laid in 1:3 c/s mortar reinfd 3" thick
wall with hoop iron banding 12" apart
07-22 100 Cft m3 8,005.60 1,160.44 3,286.00 2,827.16Ghilafi work (1.5 brick thick wall)
07-23 100 Cft m3 7,130.45 405.06 1,147.00 2,518.10Dry brick pitching
07-24 100 Cft m3 5,329.85 681.49 1,929.75 1,882.22Sun dried bricks in mud mortar
07-25 100 Cft m3 1,969.10 306.53 868.00 695.38Pise wall (mud walling)
07-26-a 100 Rft m 3,494.50 52.12 1,588.75 114.65Eave brick moulded in 1:3 c/s mortar 3" thick drip course
cornice
07-26-b 100 Rft m 4,426.61 59.24 1,805.75 145.23Eave brick moulded in 1:3 c/s mortar 4.5" thick drip course
cornice
07-26-c 100 Rft m 4,181.73 50.09 1,526.75 137.20Eave brick moulded in 1:3 c/s mortar 4.5" thick eave brick
with back brick
07-27-a 100 Rft m 2,900.20 59.24 1,805.75 95.15Laying dressed or moulded brick cornices in c/s mortar,
plaster or paint (1 brick)
07-27-b 100 Rft m 6,044.21 87.72 2,673.75 198.30Laying dressed or moulded brick cornices c/s mortar,
plaster or paint (2 brick)
07-27-c 100 Rft m 9,327.30 116.93 3,564.07 306.01Laying dressed or moulded brick cornices c/s mortar,
plaster or paint (3 brick)
07-27-d 100 Rft m 12,512.69 146.97 4,479.50 410.52Laying dressed or moulded brick cornices c/s mortar,
plaster or paint (4 brick)
07-28 1000 No. 1000 No. 279.00 279.00 279.00 279.00Cleaning bricks dismantled from kacha pacca masonry
07-29 1000 No. 1000 No. 589.00 589.00 589.00 589.00Scraping bricks dismantled from pacca masonry
07-30 100 Cft m3 1,552.23 31.12 88.13 548.17Supplying and filling sand under floor or plugging in wells
07-31 100 Rft m 5,153.87 143.41 4,371.00 169.09Provide & lay 2" thick & 15" projected tile band, laid in
1:2 c/s mortar
Page 33 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-32-a 100 Sft m2 3,844.50 126.59 1,176.45 413.67This item is to be
executed only on the
written orders of
Superintending
Engineer.
First class brick tiles clad by laying tiles in stretcher course,
in cement sand mortar 1:3
07-32-b 100 Sft m2 3,691.52 126.59 1,176.45 397.21First class brick tiles clad by laying tiles in stretcher course,
in cement sand mortar 1:4
07-33 100 Sft m2 3,468.53 373.21 3,468.53 373.21Chamfering sides of head regulators and masonry walls to
increase width
07-34 Each Each 21.59 17.36 17.36 21.59Replacing kallar eaten bricks
07-35 Each Each 217.00 217.00 217.00 217.00Repairing corners of bridges & other hydraulic masonry
works
07-36 100 Rft m 2,592.72 85.06 2,592.72 85.06Payable in addition to
brickwork
Extra labour for drains of bath rooms etc
07-37 Each Each 112.84 112.84 112.84 112.84Payable in addition to
brickwork
Maroo corners
07-38-a 100Cft m3 15,277.82 1,094.43 3,099.07 5,395.32Masonry with Facing/Machine/Special Bricks in cement
sand mortar 1:2 upto 10 ft. height
07-38-b 100Cft m3 14,370.18 1,069.80 3,029.32 5,074.79Masonry using Facing/Machine/Special bricks in cement
sand mortar 1:3 upto 10 ft. height
07-38-c 100Cft m3 13,867.29 1,069.80 3,029.32 4,897.19Masonry using Facing/Machine/Special bricks in cement
sand mortar 1:4 upto 10 ft. height
07-39 100Cft m3 158.35 53.70 152.05 55.92Add extra labour on Item 07-38 for every 10 ft additional
height or part thereof
07-40 100Cft m3 17,880.16 1,883.53 5,333.55 6,314.32Masonry with Machine/Special Bricks in 1:3 c/s mortar in
circular core wall of Overhead Reservoir
07-41-a 100Cft m3 10,656.00 558.33 1,581.00 3,763.13Hollow Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-41-b 100Cft m3 10,240.37 558.33 1,581.00 3,616.36Hollow Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-41-c 100Cft m3 9,985.66 558.33 1,581.00 3,526.41Hollow Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of
1900 psi.
07-41-d 100Cft m3 9,818.08 558.33 1,581.00 3,467.22Hollow Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
Page 34 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-41-e 100Cft m3 9,714.50 558.33 1,581.00 3,430.65Hollow Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-41-f 100Cft m3 9,610.92 558.33 1,581.00 3,394.07Hollow Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-41-g 100Cft m3 9,536.87 558.33 1,581.00 3,367.92Hollow Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using Hollow Block 16"x8"x8" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-a 100Cft m3 12,519.66 646.02 1,829.31 4,421.28Hollow Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-b 100Cft m3 12,016.91 646.02 1,829.31 4,243.74Hollow Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-c 100Cft m3 11,715.25 646.02 1,829.31 4,137.21Hollow Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-d 100Cft m3 11,514.15 646.02 1,829.31 4,066.19Hollow Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of
1900 psi.
07-42-e 100Cft m3 11,371.37 646.02 1,829.31 4,015.77Hollow Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-f 100Cft m3 11,264.77 646.02 1,829.31 3,978.12Hollow Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
07-42-g 100Cft m3 11,178.98 646.02 1,829.31 3,947.82Hollow Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using Hollow Block 16"x8"x6" factory
manufactured with 1.5" wall thickness and strenght of 1900
psi.
Page 35 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-43-a 100Cft m3 15,226.04 746.29 2,113.27 5,377.03Hollow Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-b 100Cft m3 14,640.16 746.29 2,113.27 5,170.13Hollow Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-c 100Cft m3 14,287.56 746.29 2,113.27 5,045.61Hollow Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-d 100Cft m3 14,052.95 746.29 2,113.27 4,962.76Hollow Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-e 100Cft m3 13,889.72 746.29 2,113.27 4,905.11Hollow Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-f 100Cft m3 13,762.67 746.29 2,113.27 4,860.25Hollow Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-43-g 100Cft m3 13,659.45 746.29 2,113.27 4,823.79Hollow Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using Hollow Block 16"x8"x4" factory
manufactured with 1.25" wall thickness and strenght of
1900 psi.
07-44-a 100Cft m3 11,067.40 558.33 1,581.00 3,908.42Solid Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-44-b 100Cft m3 10,651.76 558.33 1,581.00 3,761.64Solid Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-44-c 100Cft m3 10,397.06 558.33 1,581.00 3,671.69Solid Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-44-d 100Cft m3 10,229.47 558.33 1,581.00 3,612.51Solid Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-44-e 100Cft m3 10,125.90 558.33 1,581.00 3,575.93Solid Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
Page 36 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-44-f 100Cft m3 10,022.32 558.33 1,581.00 3,539.35Solid Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-44-g 100Cft m3 9,948.27 558.33 1,581.00 3,513.20Solid Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using 16"x8"x8" factory manufactured
solid blocks with strength of 2100 psi.
07-45-a 100Cft m3 13,064.16 646.02 1,829.31 4,613.57Solid Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-b 100Cft m3 12,561.41 646.02 1,829.31 4,436.02Solid Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-c 100Cft m3 12,259.75 646.02 1,829.31 4,329.49Solid Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-d 100Cft m3 12,058.65 646.02 1,829.31 4,258.48Solid Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-e 100Cft m3 11,915.87 646.02 1,829.31 4,208.05Solid Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-f 100Cft m3 11,809.27 646.02 1,829.31 4,170.41Solid Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-45-g 100Cft m3 11,723.48 646.02 1,829.31 4,140.11Solid Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using 16"x8"x6" factory manufactured
solid blocks with strength of 1900 psi.
07-46-a 100Cft m3 16,002.86 746.29 2,113.27 5,651.36Solid Block Masonry in walls upto 20 feet height in 1:2
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
07-46-b 100Cft m3 15,416.98 746.29 2,113.27 5,444.46Solid Block Masonry in walls upto 20 feet height in 1:3
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
07-46-c 100Cft m3 15,064.38 746.29 2,113.27 5,319.94Solid Block Masonry in walls upto 20 feet height in 1:4
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
07-46-d 100Cft m3 14,829.76 746.29 2,113.27 5,237.09Solid Block Masonry in walls upto 20 feet height in 1:5
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
07-46-e 100Cft m3 14,666.54 746.29 2,113.27 5,179.44Solid Block Masonry in walls upto 20 feet height in 1:6
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
Page 37 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
BRICK MASONRYChapter #
:
07
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
07-46-f 100Cft m3 14,539.49 746.29 2,113.27 5,134.58Solid Block Masonry in walls upto 20 feet height in 1:7
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
07-46-g 100Cft m3 14,436.27 746.29 2,113.27 5,098.13Solid Block Masonry in walls upto 20 feet height in 1:8
cement sand mortar using 16"x8"x4" factory manufactured
solid blocks with strength of 1800 psi.
Page 38 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
STONE MASONRYChapter #
:
08
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
08-01-a 100 Cft m3 4,519.70 711.59 2,015.00 1,596.12Random rubble masonry in foundn. & plinth Dry masonry.
08-01-b 100 Cft m3 5,404.60 889.49 2,518.75 1,908.62Random rubble masonry in foundn. & plinth in mud mortar
08-01-c-01 100 Cft m3 8,246.50 1,373.92 3,890.50 2,912.23Random rubble masonry (Un coursed) in foundn. & plinth
in lime, sand mortar 1:2
08-01-c-02 100 Cft m3 8,137.60 1,373.92 3,890.50 2,873.77Random rubble masonry (Un coursed) in foundn. & plinth
in lime, sand mortar, Surkhi Ratio 1:1:1
08-01-c-03 100 Cft m3 8,028.70 1,373.92 3,890.50 2,835.31Random rubble masonry (Un coursed) in foundn. & plinth
in lime, Surkhi Ratio 1:2
08-01-d-01 100 Cft m3 10,764.81 1,373.92 3,890.50 3,801.56Random rubble masonry in foundn. & plinth in cement,
sand mortar : Ratio 1:3
08-01-d-02 100 Cft m3 10,010.68 1,373.92 3,890.50 3,535.24Random rubble masonry in foundn. & plinth in cement,
sand mortar : Ratio 1:4
08-01-d-03 100 Cft m3 9,147.55 1,373.92 3,890.50 3,230.43Random rubble masonry in foundn. & plinth in cement,
sand mortar : Ratio 1:6
08-01-d-04 100 Cft m3 8,670.00 1,373.92 3,890.50 3,061.78Random rubble masonry in foundn. & plinth in cement,
sand mortar : Ratio 1:8
08-02-a 100 Cft m3 5,108.70 919.59 2,604.00 1,804.12Coursed rubble masonry in foundn. & plinth dry masonry.
08-02-b 100 Cft m3 6,497.35 1,275.39 3,611.50 2,294.52Coursed rubble masonry in foundn. & plinth in mud mortar
08-02-c-01 100 Cft m3 8,551.54 1,554.55 4,402.00 3,019.95Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in lime, sand mortar 1:2
08-02-c-02 100 Cft m3 8,699.65 1,554.55 4,402.00 3,072.26Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in lime, sand mortar, Surkhi Ratio 1:1:1
08-02-c-03 100 Cft m3 8,602.94 1,554.55 4,402.00 3,038.10Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in lime, Surkhi Ratio 1:2
08-02-d-01 100 Cft m3 11,035.83 1,554.55 4,402.00 3,897.27Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in cement,sand mortar : Ratio 1:3
08-02-d-02 100 Cft m3 10,365.49 1,554.55 4,402.00 3,660.54Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in cement,sand mortar : Ratio 1:4
08-02-d-03 100 Cft m3 9,594.96 1,554.55 4,402.00 3,388.43Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in cement,sand mortar : Ratio 1:6
08-02-d-04 100 Cft m3 9,176.30 1,554.55 4,402.00 3,240.58Coursed rubble masonry (Hammer Dressed) in foundn. &
plinth in cement,sand mortar : Ratio 1:8
08-03-a 100 Cft m3 4,814.20 815.59 2,309.50 1,700.12Random rubble masonry in ground floor Dry masonry.
08-03-b 100 Cft m3 5,908.35 1,067.39 3,022.50 2,086.52Random rubble masonry in ground floor in mud mortar
08-03-c-01 100 Cft m3 8,610.75 1,502.55 4,254.75 3,040.86Random rubble masonry in ground floor in lime, sand
mortar 1:2
08-03-c-02 100 Cft m3 8,501.85 1,502.55 4,254.75 3,002.40Random rubble masonry in ground floor in lime, sand
mortar, Surkhi Ratio 1:1:1
08-03-c-03 100 Cft m3 8,392.95 1,502.55 4,254.75 2,963.95Random rubble masonry in ground floor in lime, Surkhi
Ratio 1:2
08-03-d-01 100 Cft m3 11,129.06 1,502.55 4,254.75 3,930.19Random rubble masonry in ground floor in cement,sand
mortar : Ratio 1:3
Page 39 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
STONE MASONRYChapter #
:
08
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
08-03-d-02 100 Cft m3 10,374.93 1,502.55 4,254.75 3,663.88Random rubble masonry in ground floor in cement,sand
mortar : Ratio 1:4
08-03-d-03 100 Cft m3 9,511.80 1,502.55 4,254.75 3,359.06Random rubble masonry in ground floor in cement,sand
mortar : Ratio 1:6
08-03-d-04 100 Cft m3 9,034.25 1,502.55 4,254.75 3,190.42Random rubble masonry in ground floor in cement,sand
mortar : Ratio 1:8
08-04-a 100 Cft m3 5,542.70 1,072.86 3,038.00 1,957.39Coursed rubble masonry in ground floor Dry masonry.
08-04-b 100 Cft m3 7,659.85 1,685.92 4,774.00 2,705.05Coursed rubble masonry in ground floor in mud mortar
08-04-c-01 100 Cft m3 9,131.46 1,759.82 4,983.25 3,224.75Coursed rubble masonry in ground floor in lime, sand
mortar 1:2
08-04-c-02 100 Cft m3 9,280.90 1,759.82 4,983.25 3,277.52Coursed rubble masonry in ground floor in lime, sand
mortar, Surkhi Ratio 1:1:1
08-04-c-03 100 Cft m3 9,183.58 1,759.82 4,983.25 3,243.16Coursed rubble masonry in ground floor in lime, Surkhi
Ratio 1:2
08-04-d-01 100 Cft m3 11,617.08 1,759.82 4,983.25 4,102.54Coursed rubble masonry in ground floor in cement,sand
mortar : Ratio 1:3
08-04-d-02 100 Cft m3 10,946.74 1,759.82 4,983.25 3,865.81Coursed rubble masonry in ground floor in cement,sand
mortar : Ratio 1:4
08-04-d-03 100 Cft m3 10,178.87 1,759.82 4,983.25 3,594.64Coursed rubble masonry in ground floor in cement,sand
mortar : Ratio 1:6
08-04-d-04 100 Cft m3 9,770.86 1,759.82 4,983.25 3,450.55Coursed rubble masonry in ground floor in cement,sand
mortar : Ratio 1:8
08-05-a-01 100 Cft m3 20,195.73 4,926.40 13,950.00 7,132.06Ashlar block masonry in ground floor in lime, sand mortar
1:2
08-05-a-02 100 Cft m3 20,123.13 4,926.40 13,950.00 7,106.42Ashlar block masonry in ground floor in lime, sand mortar,
Surkhi Ratio 1:1:1
08-05-a-03 100 Cft m3 20,050.53 4,926.40 13,950.00 7,080.78Ashlar block masonry in ground floor in lime, Surkhi
Ratio 1:2
08-05-b-01 100 Cft m3 21,874.61 4,926.40 13,950.00 7,724.95Ashlar block masonry in ground floor in cement,sand
mortar : Ratio 1:3
08-05-b-02 100 Cft m3 21,371.85 4,926.40 13,950.00 7,547.40Ashlar block masonry in ground floor in cement,sand
mortar : Ratio 1:4
08-05-b-03 100 Cft m3 20,802.06 4,926.40 13,950.00 7,346.19Ashlar block masonry in ground floor in cement,sand
mortar : Ratio 1:6
08-06-a-01 100 Cft m3 34,625.51 9,666.69 27,373.00 12,227.89Ashlar fine masonry in ground floor in lime, sand mortar
1:2
08-06-a-02 100 Cft m3 34,589.21 9,666.69 27,373.00 12,215.08Ashlar fine masonry in ground floor in lime, sand mortar,
Surkhi Ratio 1:1:1
08-06-a-03 100 Cft m3 34,552.91 9,666.69 27,373.00 12,202.26Ashlar fine masonry in ground floor in lime, Surkhi Ratio
1:2
08-06-b-01 100 Cft m3 35,464.95 9,666.69 27,373.00 12,524.34Ashlar fine masonry in ground floor in cement,sand mortar
: Ratio 1:3
Page 40 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
STONE MASONRYChapter #
:
08
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
08-06-b-02 100 Cft m3 35,213.57 9,666.69 27,373.00 12,435.57Ashlar fine masonry in ground floor in cement,sand mortar
: Ratio 1:4
08-06-b-03 100 Cft m3 34,932.90 9,666.69 27,373.00 12,336.45Ashlar fine masonry in ground floor in cement,sand mortar
: Ratio 1:6
08-07-a 100 Cft m3 612.25 216.21 612.25 216.21Extra labour on items 08-03-a-01 to 08-06-b-03 for work in
First floor
08-07-b 100 Cft m3 1,432.20 505.78 1,432.20 505.78Extra labour on items 08-03-a-01 to 08-06-b-03 for work in
Second floor
08-07-c 100 Cft m3 2,266.10 800.27 2,266.10 800.27Extra labour on items 08-03-a-01 to 08-06-b-03 for work in
Third floor
08-07-d 100 Cft m3 3,623.90 1,279.77 3,623.90 1,279.77Extra labour on items 08-03-a-01 to 08-06-b-03 for work in
Fourth & subsequent floors
08-08 100 Cft m3 573.50 202.53 573.50 202.53Extra labour on items 08-03-a-01 to 08-06-b-03 for every
5' additional height, other than building
08-09 100 Cft m3 2,294.00 810.12 2,294.00 810.12Extra labour for arch work in stone masonry including
centring & decentring etc.
08-10-a 100 Cft m3 11,780.00 4,160.07 11,780.00 4,160.07Extra labour for coping & caps etc
08-10-b 100 Cft m3 11,780.00 4,160.07 11,780.00 4,160.07Extra labour for cornice & string course
08-11-a 100 Sft m2 3,642.50 391.93 3,642.50 391.93a) This rate of
dressing shall be paid
only when supply of
undressed stone is
made
Dressing stones : Hammer dressed
08-11-b 100 Sft m2 7,006.00 753.85 7,006.00 753.85b) In case of masonry,
dressing is already
included and this rate
shall not be added
thereto
Dressing stones : Rough tooled dressed
08-11-c 100 Sft m2 8,463.00 910.62 8,463.00 910.62c) Only dressed
surface of stone shall
be measured
Dressing stones : Chisel dressed
08-11-d 100 Sft m2 18,476.00 1,988.02 18,476.00 1,988.02Dressing stones : Fine dressed
08-12 100 Sft m2 11,663.75 588.40 5,468.40 1,255.02Dhajji walling 5"x5" thick deodar framing with stone laid
in 1:6 c/s mortar & 1:4 c/s plaster
08-13 100 Cft m3 21,864.60 6,798.43 19,251.00 7,721.42Provide & fix stone blocks from 2 cft. to 6 cft. each,
including lift upto 20 ft.
08-14 100 Cft m3 12,130.60 3,360.90 9,517.00 4,283.88Providing and fixing stone blocks, under 2 cft. each,
including lift upto 20 ft.
08-15 100 Cft m3 3,529.30 208.00 589.00 1,246.36Provide & lay stone/boulder dry hand packed as filling
behind retaining walls or in pitching
Page 41 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROOFINGChapter #
:
09
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
09-01 100 Sft m2 9,201.08 448.97 4,172.60 990.04Add extra 13%, 32%
and 51% on labour
rates only are 6%,
15% and 23% on
composite rates for
2nd, 3rd, 4th and
subsequent floors
respectively.
First class tile roofing including earth, mud plaster, gobri
leeping, cement plaster etc complete
09-02 100 Sft m2 6,993.54 338.56 3,146.50 752.50dittoSecond class tile roofing consisting of 4" earth and 1" mud
plaster with gobri leeping etc
09-03 100 Sft m2 567.83 15.11 140.43 61.10dittoCovering mud roof with coal tar and fine sand
09-04-a 100 Sft m2 2,017.29 46.70 434.00 217.06dittoFilling spaces in between wooden battens over beams,
filled with deodar wood pieces
09-04-b 100 Sft m2 895.33 65.61 609.77 96.34Filling spaces in between RCC battens, filled with PCC
block 1:3:6
09-04-c 100 Sft m2 466.46 18.88 175.46 50.19Filling spaces in between spacers filled with bricks
09-05 100 Sft m2 5,091.50 139.26 1,294.25 547.85Add extra 13%, 32%
and 51% on labour
rates only are 6%,
15% and 23% on
composite rates for
2nd, 3rd, 4th and
subsequent floors
respectively.
Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1"
mud plaster on top of RC roof slab
09-06-a 100 Sft m2 11,416.48 493.67 4,588.00 1,228.41a) For steel part and
its erection etc. Item
No 25-10 and 25-14
be reffered b) Add
extra 13%, 32% and
51% on labour rates
only are 6%, 15% and
23% on composite
rates for 2nd, 3rd, 4th
and subsequent floors
respectively.
Jack arch roof 4.5" thick laid in 1:5 c/s mortar a) cement
concrete in haunches 1:6:12
09-06-b 100 Sft m2 12,415.70 493.67 4,588.00 1,335.93Jack arch roof 4.5" thick laid in 1:5 c/s mortar b) cement
concrete in haunches 1:3:6
Page 42 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROOFINGChapter #
:
09
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
09-07-a 100 Sft m2 10,246.29 401.11 3,727.75 1,102.50a) For steel part and
its erection etc. Item
No 25-10 and 25-14
be reffered b) Add
extra 13%, 32% and
51% on labour rates
only are 6%, 15% and
23% on composite
rates for 2nd, 3rd, 4th
and subsequent floors
respectively.
Jack arch roofing 4.5"thick laid in 1:5 c/s mortar complete.
Cement concrete in haunches 1:6:12
09-07-b 100 Sft m2 11,149.43 401.11 3,727.75 1,199.68Jack arch roofing 4.5"thick laid in 1:5 cement mortar,
including complete. Cement concrete in haunches 1:3:6
09-08 100 Sft m2 1,178.00 126.75 1,178.00 126.75dittoExtra for vaulted jack arch roofing
09-09 100 Sft m2 7,348.03 395.27 3,673.50 790.65Jack arch roofing of shingle & cement concrete 1:3:6, 4.5"
at crown & 1/2" cem. plaster complete
09-10-a 100 Sft m2 984.23 41.23 383.16 105.90Add extra 13%, 32%
and 51% on labour
rates only are 6%,
15% and 23% on
composite rates for
2nd, 3rd, 4th and
subsequent floors
respectively.
Earth filling over roof including watering, ramming etc 3"
thick earth filling and 1" mud plaster
09-10-b 100 Sft m2 1,085.67 43.03 399.90 116.82Earth filling over roof including watering, ramming etc 4"
thick earth filling and 1" mud plaster
09-11 100 Sft m2 111.92 9.41 87.42 12.04ditto1/8" thick gobri leeping on roofs or floors
09-12 100 Sft m2 1,095.78 30.02 279.00 117.912 coats of bitumen laid hot using 34 lbs. for %sft over roof
& blinded with sand at 1 cft per % sft
09-13-a 100 Sft m2 10,450.23 93.40 868.00 1,124.44Add extra 13%, 32%
and 51% on labour
rates only are 6%,
15% and 23% on
composite rates for
2nd, 3rd, 4th and
subsequent floors
respectively.
Supply & fix corrugated GI sheet with GI bolts, nuts,
limpet etc. complete : 20 BWG
09-13-b 100 Sft m2 9,172.47 93.40 868.00 986.96Supply & fix corrugated GI sheet with GI bolts, nuts,
limpet etc. complete : 22 BWG
09-13-c 100 Sft m2 7,734.99 93.40 868.00 832.29Supply & fix corrugated GI sheet with GI bolts, nuts,
limpet etc. complete : 24 BWG
09-14 1 Rft m 70.18 165.87 50.56 230.24dittoKhassi parnalas in c/s mortar 1:2, 12" outside width
finished smooth with a floating coat
09-15 Each Each 363.00 187.55 187.55 363.00dittoKhuras on roof 2'x2'x6"
Page 43 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROOFINGChapter #
:
09
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
09-16 Each Each 579.83 187.55 187.55 579.83dittoBottom khuras of brick masonry in c/s mortar
1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
09-17-a 1 RFT m 118.01 136.43 41.59 387.19dittoPlain GI sheets 22 SWG rain water down pipe a) 4"
diameter down pipe
09-17-b 1 RFT m 132.38 136.43 41.59 434.32Plain GI sheets 22 SWG rain water down pipe b) 5"
diameter down pipe
09-18 100 Sft m2 9,496.63 595.82 5,537.36 1,021.84dittoPlain galvanized iron sheet flashing, 22 guage
09-19-a 1 RFT m 290.05 96.53 29.42 951.62dittoCast iron rain water down pipe fixed in position excluding
heads & shoes : 4" dia
09-19-b 1 RFT m 231.60 96.53 29.42 759.84Cast iron rain water down pipe fixed in position excluding
heads & shoes : 3" dia
09-20 Each Each 500.35 122.76 122.76 500.35dittoHeads for cast iron rain water down pipe fixed in place
including cost of clamp holdfast and painting
09-21 Each Each 445.79 68.20 68.20 445.79dittoShoes, bends or offsets for cast iron ran water down pipe,
including fixing & painting
09-22 Each Each 287.54 145.70 145.70 287.54dittoPlain GI sheet spouts fixed in position, including paint
09-23 100 Sft m2 15,498.70 343.57 3,193.00 1,667.66dittoLaying 1/2" thick deodar ceiling complete, including
sawing, planing & fixing
09-24-a 100 Sft m2 10,506.83 240.58 2,235.88 1,130.53Flat sheet roof with GI plain sheets, including batten rolls,
screws, clips etc : 22 BWG
09-24-b 100 Sft m2 9,602.68 240.58 2,235.88 1,033.25Flat sheet roof with GI plain sheets, including batten rolls,
screws, clips etc : 24 BWG
09-25 100 Sft m2 13,996.59 123.42 1,147.00 1,506.03Asbestos cement corrugated sheet roofing including
overlaps, GI hooks, bolts, nuts etc
09-26 100 Sft m2 189.10 20.35 189.10 20.35Extra labour for erection of GI sheets, flat sheet or asbestos
sheet roofing above 20' height
09-27 100 RFT m 7,595.56 47.29 1,441.50 249.20Fixing asbestos cement sheet ridges and valleys 1/4" thick
09-28-a 1 RFT m 358.72 173.64 52.93 1,176.89Plain GI sheet ridging including fixture complete 6" lap &
18" overall of 22 gauge GI sheet ridging
09-28-b 1 RFT m 351.19 173.64 52.93 1,152.20Plain GI sheet ridging including fixture complete 9" lap &
24" overall, of 24 gauge GI sheet ridging
09-28-c 1 RFT m 391.12 173.64 52.93 1,283.21Plain GI sheet ridging including fixture complete 12" lap &
30 overall, of 22 gauge GI sheet ridging
09-29 1 RFT m 170.03 86.82 26.46 557.83Plain 22 gauge GI sheet gutter semi circular 8" diameter
09-30 Each Each 217.00 217.00 217.00 217.00Fixing water spouse or parnala.
09-31 Each Each 1,174.08 868.00 868.00 1,174.08Making masonry ventilators in c/s mortar 1:4
09-32 1 RFT m 7.27 20.53 6.26 23.84Making drip course 2"x1/2" under RCC slab edges in outer
opening, in c/s mortar 1:2
09-33 100 Sft m2 14,027.29 187.79 1,745.30 1,509.34Supply and laying of twin GI sheet 20 SWG painted with
bitumen & polythene fim complete
09-34-a 1 Sft m2 64.58 142.29 13.22 694.84Provide & lay roof insulation complete with Thermopore
sheet 1/2" thick
Page 44 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROOFINGChapter #
:
09
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
09-34-b 1 Sft m2 77.22 142.29 13.22 830.91Provide & lay roof insulation complete with Thermopore
sheet 3/4" thick
09-34-c 1 Sft m2 89.32 142.29 13.22 961.11Provide & lay roof insulation complete with Thermopore
sheet 1" thick
09-35 1 RFT m 210.10 94.08 28.67 689.31Providing and fixing AC rain water down pipe 4" dia, with
shoe, tee, bend & clamp etc
09-36-a 1 RFT m 37.09 51.07 15.57 121.68Rate shall be increase
by 1.5 times for stone
masonry or PCC and
2 times for RCC
Making jharries in existing brick masonry For slabs upto 6"
thick
09-36-b 1 RFT m 45.08 138.25 42.14 147.90Making jharries in existing brick masonry For slabs
exceeding 6" to 12" thick
09-37-a Each Each 183.25 161.20 161.20 183.25dittoMaking recess in existing brick masonry a) upto 1.0' height
of girder or beam
09-37-b Each Each 78.10 65.88 65.88 78.10Making recess in existing brick masonry b) for every 6"
additional height or part thereof
09-38 Each Each 168.33 168.33 168.33 168.33Hoisting RS Beams & wooden beams and placing in
position
09-39 Each Each 28.64 28.64 28.64 28.64Hoisting and placing in position sahl ballies, over roof
09-40-a Each Each 23.96 23.96 23.96 23.96Hoist precast RCC/pre-stressed conc. battens a) From 5' to
6' long
09-40-b Each Each 35.65 35.65 35.65 35.65Hoist precast RCC/pre-stressed conc. battens b) Over 6' to
7' long
09-40-c Each Each 47.34 47.34 47.34 47.34Hoist precast RCC/pre-stressed conc. battens c) Over 7' to
8' long
09-40-d Each Each 57.04 57.04 57.04 57.04Hoist precast RCC/pre-stressed conc. battens d) Over 8' to
9' long
09-40-e Each Each 71.30 71.30 71.30 71.30Hoist precast RCC/pre-stressed conc. battens e) Exceeding
9' length
09-41-a Each Each 71.30 71.30 71.30 71.30Applicable only ot
roof troughs (inverted
tees and trough) for
heights of first storey
only
Hoisting and placing in position RCC troughs Upto 10' in
length
09-41-b Each Each 95.26 95.26 95.26 95.26Hoisting and placing in position RCC troughs Upto 11' in
length
09-41-c Each Each 118.64 118.64 118.64 118.64Hoisting and placing in position RCC troughs Upto 12' in
length
09-41-d Each Each 128.90 128.90 128.90 128.90Hoisting and placing in position RCC troughs Upto 13' in
length
09-41-e Each Each 142.60 142.60 142.60 142.60Hoisting and placing in position RCC troughs Upto 14' in
length
Page 45 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROOFINGChapter #
:
09
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
09-41-f Each Each 156.86 156.86 156.86 156.86Hoisting and placing in position RCC troughs Upto 15' in
length
09-41-g Each Each 178.25 178.25 178.25 178.25Hoisting and placing in position RCC troughs Upto 16' in
length
09-41-h Each Each 203.05 203.05 203.05 203.05Hoisting and placing in position RCC troughs Upto 17' in
length
09-41-i Each Each 237.86 237.86 237.86 237.86Hoisting and placing in position RCC troughs Upto 18' in
length
09-41-j Each Each 285.20 285.20 285.20 285.20Hoisting and placing in position RCC troughs Upto 19' in
length
09-41-k Each Each 356.50 356.50 356.50 356.50Hoisting and placing in position RCC troughs Upto 20' in
length
09-42-a Each Each 56.54 56.54 56.54 56.54Hoist & place in position RCC inverted battens Upto 10'
span
09-42-b Each Each 113.09 113.09 113.09 113.09Hoist & place in position RCC inverted battens Upto 12'
span
09-42-c Each Each 141.79 141.79 141.79 141.79Hoist & place in position RCC inverted battens Upto 13'
span
09-42-d Each Each 170.50 170.50 170.50 170.50Hoist & place in position RCC inverted battens Upto 14'
span
09-42-e Each Each 187.55 187.55 187.55 187.55Hoist & place in position RCC inverted battens Upto 15'
span
09-42-f Each Each 213.13 213.13 213.13 213.13Hoist & place in position RCC inverted battens Upto 16'
span
09-42-g Each Each 284.73 284.73 284.73 284.73Hoist & place in position RCC inverted battens Upto 18'
span
09-42-h Each Each 426.25 426.25 426.25 426.25Hoist & place in position RCC inverted battens Upto 20'
span
09-43 Each Each 492.26 303.80 303.80 492.26RCC spout including fixing in position, with top and
bottom khuras
09-44 100 Sft m2 27,309.69 299.27 2,781.37 2,938.52P/F Burnt Brick Tile Roofing over Tee Iron and Steel
Girder, in 1:6 c/s mortar (12' max span)
09-45 1 Sft m2 159.54 263.50 24.49 1,716.69Providing and Laying Prestressed Roof of Slab/Girder, 2"
thick PCC 1:2:4 with chicken mesh, polythene, mud, tar
Page 46 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-01 100 Sft m2 4,659.00 136.76 1,271.00 501.31Laying murum flooring complete as per specs
10-02 100 Sft m2 1,015.28 45.45 422.38 109.24Earth flooring 6" thick consolidated layer of moistened
earth, including ramming
10-03-a 100 Cft m3 2,136.36 588.29 1,665.85 754.45Provide, lay, water & ram clean coarse sand under floor /
brick paving, complete
10-03-b 100 Cft m3 6,344.60 1,177.07 3,333.09 2,240.58Provide, lay, water & ram brick ballast 1.5" to 2" guage
mixed with 25% sand for floor foundations
10-04 100 Sft m2 1,720.46 86.73 806.00 185.12Mud floor of 6" thick consolidated layer of moist earth &
finished off with 1" mud plaster
10-05 100 Sft m2 2,187.07 63.21 587.45 235.33Dry brick paving laid flat,sand grouted, including prep. of
bed, by 1/2" thick mud plaster
10-06 100 Sft m2 3,183.61 89.26 829.56 342.56Dry brick on edge paving, sand grouted, including prep. of
bed, by 1/2" thick mud plaster
10-07 100 Sft m2 942.67 61.71 573.50 101.43Grouting 4.5" dry brick work with cement sand mortar 1:5
10-08 100 Sft m2 3,190.09 107.57 999.75 343.25Flat brick flooring laid in 1:6 c/s mortar over a bed of 3/4"
thick cement mortar 1:6
10-09 100 Sft m2 4,410.36 138.43 1,286.50 474.55Brick on edge flooring, laid in 1:6 c/s mortar, over a bed of
3/4" thick cement mortar 1:6
10-10 100 Sft m2 2,940.83 107.57 999.75 316.43Brick tiles (12"x6"x2") laid in 1:6 c/s mortar, over a bed of
3/4" thick c/s mortar 1:6
10-11 100 Sft m2 3,619.27 123.42 1,147.00 389.43Brick tiles (9"x4.5"x1.5") laid flat in 1:3 c/s mortar over a
bed of 3/4" thick cement mortar 1:6
10-12 100 Sft m2 14,392.72 165.01 1,533.57 1,548.66Cement tiles (8"x8"x3/4") laid flat in 1:2 c/s mortar, over
3/4" thick bed of c/s mortar 1:2
10-13-a 100 Sft m2 7,858.72 165.01 1,533.57 845.60Cement concrete tiles laid in 1:2 c/s mortar over 3/4" thick
bed of c/s mortar 1:2 : 12" x 12" x 1"
10-13-b 100 Sft m2 6,827.80 165.01 1,533.57 734.67Cement concrete tiles laid in 1:2 c/s mortar over 3/4" thick
bed of c/s mortar 1:2 : 9" x 9" x 3/4"
10-13-c 100 Sft m2 6,842.32 165.01 1,533.57 736.23Cement concrete tiles laid in 1:2 c/s mortar over 3/4" thick
bed of c/s mortar 1:2 : 6" x 6" x 3/4"
10-14 100 Sft m2 7,132.72 165.01 1,533.57 767.48Coloured cement tile (8"x8"x3/4") of dark shade laid flat in
1:2 c/s mortar over 3/4" mortar bed
10-15-a 100 Sft m2 1,912.91 97.23 903.65 205.83If glass strips are used
for paneling, it shall
be paid extra as per
item No. 10-43
Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels : 1" thick
10-15-b 100 Sft m2 2,379.02 113.74 1,057.10 255.98Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels: 1.5" thick
10-15-c 100 Sft m2 2,551.33 113.74 1,057.10 274.52Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels: 1.5" thick
10-15-d 100 Sft m2 2,909.00 113.74 1,057.10 313.01Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels : 1.75" thick
Page 47 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-15-e 100 Sft m2 3,217.91 128.75 1,196.60 346.25Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels : 2" thick
10-15-f 100 Sft m2 4,049.52 186.79 1,736.00 435.73Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels: 2.25" thick
10-15-g 100 Sft m2 4,327.26 194.30 1,805.75 465.61Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels: 2.5" thick
10-15-h 100 Sft m2 4,899.76 233.49 2,170.00 527.21Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels: 2.75" thick
10-15-i 100 Sft m2 5,006.85 217.65 2,022.75 538.74Provide & lay topping of concrete 1:2:4, including surface
finishing & dividing in panels : 3" thick
10-16-a 100 Sft m2 3,229.95 205.14 1,906.50 347.54dittoProvide & laying conglomerate floor (two coat work) with
top layer of 1/2" thick wearing surface of one part of
cement 2 parts of stone chips passing 3/16" sieve over
bottom layer of cement concrete (1:3:6) including surface
finishing & dividing in panels: 1.5" thick
10-16-b 100 Sft m2 2,760.30 141.76 1,317.50 297.01Provide & laying conglomerate floor (two coat work) with
top layer of 1/2" thick wearing surface of one part of
cement 2 parts of stone chips passing 3/16" sieve over
bottom layer of cement concrete (1:3:6) including surface
finishing & dividing in panels: 1.75" thick
10-16-c 100 Sft m2 3,022.29 156.77 1,457.00 325.20Provide & laying conglomerate floor (two coat work) with
top layer of 1/2" thick wearing surface of one part of
cement 2 parts of stone chips passing 3/16" sieve over
bottom layer of cement concrete (1:3:6) including surface
finishing & dividing in panels : 2" thick
10-17 100 Sft m2 849.76 46.70 434.00 91.43Add extra in cement concrete floor topping if finished with
pigment and polishing
10-18 100 Sft m2 209.25 22.52 209.25 22.52Applicable to item No
10-08 to 10-16, 10-19
to 10-25 and 10-30 to
10-35
Extra labour for each storey above ground for mosaic,
conglomerate, tiles, stone & wood floor
10-19-a 100 Sft m2 3,910.17 280.36 2,605.55 420.73Flag stone flooring in lime mortar 1:2, over 3/4" bedding :
2" thick
10-19-b 100 Sft m2 3,960.37 261.44 2,429.78 426.14Flag stone flooring in lime mortar 1:2, over 3/4" bedding :
3" thick
10-20-a 100 Sft m2 7,318.92 91.73 852.50 787.52Asphalt floor, including base preparation, remelting, setting
out & finish : 1" thick topping
10-20-b 100 Sft m2 3,975.66 79.89 742.45 427.78Asphalt floor, including base preparation, remelting, setting
out & finish : 1/2" thick topping
10-20-c 100 Sft m2 2,139.59 56.00 520.49 230.22Asphalt floor, including base preparation, remelting, setting
out & finish : 1/4" thick topping
Page 48 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-21-a 100 Sft m2 5,946.40 366.92 3,410.00 639.83If glass strips are used
for paneling, it shall
be paid extra as per
item No. 10-43
1.375" thick mosaic flooring, including rubbing and
polishing complete : Using grey cement
10-21-b 100 Sft m2 5,664.35 366.92 3,410.00 609.481.375" thick mosaic flooring, including rubbing and
polishing complete : Using white cement
10-22-a 100 Sft m2 5,793.79 375.92 3,493.70 623.41ditto1.5" thick mosaic flooring, including rubbing & polishing
complete : Using grey cement
10-22-b 100 Sft m2 5,978.92 375.92 3,493.70 643.331.5" thick mosaic flooring, including rubbing & polishing
complete : Using white cement
10-23 100 Sft m2 5,393.92 206.31 1,917.35 580.39Laying floor of mosaic marble chips tiles of approved
shade including finishing complete
10-24 100 Sft m2 7,072.88 261.84 2,433.50 761.04Lay floor of white glazed tile 1/4" thick in white cement
1:2 over 3/4" thick cement mortar 1:2
10-25 100 Sft m2 7,095.15 261.84 2,433.50 763.44Lay floor of approved coloured glazed tiles 1/4" thick laid
in white cement & pigment complete
10-26-a 100 Sft m2 10,733.10 527.02 4,898.00 1,154.88Provide & lay marble fine dressed stone flooring on surface
in white cement complete: 3/4" thick (Badel, Silky black,
Sunny white, Sunny Grey or eq)
10-26-b 100 Sft m2 13,909.35 527.02 4,898.00 1,496.65Provide & lay marble fine dressed stone flooring on surface
in white cement complete: 1" thick (Badel, Silky black,
Sunny white, Sunny Grey or eq)
10-26-c 100 Sft m2 9,589.65 527.02 4,898.00 1,031.85Provide & lay marble fine dressed stone flooring on surface
in white cement complete: 1/2" thick (Badel, Silky black,
Sunny white, Sunny Grey or eq)
10-26-d 100 Sft m2 13,222.80 527.02 4,898.00 1,422.77Providing and Laying marble fine dressed stone 4-5 feet
and 12" wide 1" thick for stairs steps.
10-26-e 100 Sft m2 13,222.80 527.02 4,898.00 1,422.77Providing and Laying marble fine dressed stone 7x1.5 feet
and
1" thick for stairs steps.
10-26-f 100 Rft m 3,902.04 14.90 454.15 128.02Providing and fixing glazed tile colour printed border 2"
wide
10-26-g 100 Rft m 3,902.04 14.90 454.15 128.02Providing and fixing glazed tile colour printed border 3"
wide
10-26-h 100 Rft m 3,902.04 14.90 454.15 128.02Providing and fixing glazed tile colour printed border 4"
wide
10-27 100 Sft m2 2,475.85 261.84 2,433.50 266.40Reduce the rate by 35
% and 40 % for
labour and composite
rate respectively if
polishing is not done.
Rubbing and polishing old grit/mosaic floor, including
repairing voids, uneven surface, complete
Page 49 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-28 100 Sft m2 997.36 91.56 850.95 107.32Reduce the rate by 35
% and 40 % for
labour and composite
rate respectively if
polishing is not done.
Rubbing & polishing grit floor, including repairing voids,
uneen surface, complete
10-29 100 Sft m2 232.56 11.27 104.78 25.02Cleaning and washing mosaic or marble floor with caustic
soda mixture
10-30 100 Sft m2 28,503.04 783.87 7,285.00 3,066.93Shisham wood boarding or strip flooring 3/4" thick
including 2 coats of bitumen laid hot complete
10-31 100 Sft m2 38,336.09 560.38 5,208.00 4,124.96Deodar wood boarding or strip flooring 3/4" thick
including 2 coats of bitumen laid hot complete
10-32 100 Sft m2 39,106.29 783.87 7,285.00 4,207.84Teak wood boarding or strip flooring 1/2" thick including 2
coats of bitumen laid hot complete
10-33 100 Sft m2 24,480.02 560.38 5,208.00 2,634.05Shisham wood block flooring 1" thick out to required size,
fixed on a layer of bitumen base
10-34 100 Sft m2 58,802.31 783.87 7,285.00 6,327.13Teak wood block 1" thick cut to required size, fixed on a
layer of asphalt bitumen laid on base
10-35-a 100 Sft m2 13,958.29 216.81 2,015.00 1,501.91Laying wooden paving of hard wood on edge in coal tar &
asphalt : Shisham wood
10-35-b 100 Sft m2 9,873.93 216.81 2,015.00 1,062.43Laying wooden paving of hard wood on edge in coal tar &
asphalt : Kikar wood
10-36-a 100 Sft m2 8,185.77 180.02 1,673.07 880.79Tile skirting laid in 1:2 c/s mortar over 3/4" thick cement
mortar 1:2 complete : Cement tiles
10-36-b 100 Sft m2 10,897.31 209.31 1,945.25 1,172.55Tile skirting laid in 1:2 c/s mortar over 3/4" thick cement
mortar 1:2 complete : Mosaic tiles
10-37-a 100 Sft m2 2,576.21 213.38 1,983.07 277.20Provide grey cement skirting 3/8" thick complete 1:2
cement, sand mortar
10-37-b 100 Sft m2 2,473.97 213.38 1,983.07 266.20Provide grey cement skirting 3/8" thick complete 1:3
cement, sand mortar
10-37-c 100 Sft m2 821.23 16.68 155.00 88.36Provide grey cement skirting 3/8" thick complete Extra if
skirting or dado is finished with pigment
10-38-a 100 Sft m2 7,351.88 291.86 2,712.50 791.06Glazed tile 1/4" thick dado jointed in white cement
complete : White Plain tiles
10-38-b 100 Sft m2 7,264.76 291.86 2,712.50 781.69Glazed tile 1/4" thick dado jointed in white cement
complete : Coloured Plain tiles
10-38-c 100 Sft m2 7,351.88 291.86 2,712.50 791.06Glazed tile 1/4" thick dado jointed in white cement
complete : Printed tiles
10-39 100 Sft m2 7,472.88 291.86 2,712.50 804.08Glazed tile dado 1/4" thick in pigment over 1:2 c/s mortar
3/4" thick including finishing complete
10-40-a-01 100 Sft m2 5,128.37 373.59 3,472.00 551.81Mosaic dado or skirting complete as per specs Using grey
cement : 3/8" thick
10-40-a-02 100 Sft m2 5,513.88 373.59 3,472.00 593.29Mosaic dado or skirting complete as per specs Using grey
cement : 1/2" thick
Page 50 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-40-b-01 100 Sft m2 5,110.34 373.59 3,472.00 549.87Mosaic dado or skirting complete as per specs Using white
cement : 3/8" thick including grinding and polishing
10-40-b-02 100 Sft m2 5,572.56 373.59 3,472.00 599.61Mosaic dado or skirting complete as per specs Using white
cement : 1/2" thick including grinding and polishing
10-41-a 100 Sft m2 4,601.77 170.12 1,581.00 495.15Provide & lay marble fine dressed and polished stone dado
or skirting in white cement complete : 3/8" thick (Badel,
Silky black, Sunny white, Sunny Grey or eq)
10-41-b 100 Sft m2 5,691.98 170.12 1,581.00 612.46Provide & lay marble fine dressed and polished stone dado
or skirting in white cement complete : 1/2" thick (Badel,
Silky black, Sunny white, Sunny Grey or eq)
10-42 100 Sft m2 12,744.33 123.10 1,144.06 1,371.29The cost of base for
rubber floor is not
included in the rate
and is payable
separately
Rubber flooring, consisting of 12"x12"x1/8" rubber tiles
laid on firm foundation
10-43-a 100 Rft m 418.91 1.24 37.76 13.74Provide & fix glass strip 1.5" wide for dividing the floors
into panels : 5mm thick
10-43-b 100 Rft m 418.91 1.24 37.76 13.74Provide & fix glass strip 1.5" wide for dividing the floors
into panels : 3mm thick
10-43-c 100 Rft m 291.86 1.24 37.76 9.58Providing and Fixing marble strip 1.5 inch wide 3/8 inch
thick for dividing the floor into panels
10-43-d 100 Rft m 482.43 1.24 37.76 15.83Providing and Fixing marble strip 2" wide and 3/8" thick
for dividing the floor into panels
10-44 100 Sft m2 13,741.20 128.42 1,193.50 1,478.55P/F Vinyl Tiles or Vinyl Sheet flooring over firm
foundation
10-45 100 Sft m2 5,669.11 120.08 1,116.00 610.00P/F Precast Concrete 7000 psi TUFF Tiles over bed of 2"
thick sand & 4" thick brick ballast comp
10-46-a 100 Sft m2 11,396.01 250.17 2,325.00 1,226.21P/F Ceramic Floor Tiles (Emco, National or eq) Size : 12"
x 12"
10-46-b 100 Sft m2 17,446.01 250.17 2,325.00 1,877.19P/F Ceramic Floor Tiles (Emco, National or eq) Size 20" x
20"
10-47 100 Sft m2 3,733.73 138.43 1,286.50 401.75Burnt brick (1st class) pavement on edge grouted with sand
including preparation of bed
10-48-a 100 Sft m2 8,276.83 261.84 2,433.50 890.59Porceline tile floor 1/4" thick laid cement 1:2 or 3/4" thick
cement mortar 1:2 (Local Master Tiles)
10-48-b 100 Sft m2 10,454.83 261.84 2,433.50 1,124.94Porceline tile floor 1/4" thick laid cement 1:2 over 3/4"
thick cement mortar 1:2 (Imported Tiles)
10-48-c 100 Sft m2 20,013.83 261.84 2,433.50 2,153.49Granitto tile floor 1/4" thick laid cement 1:2 or 3/4" thick
cement mortar 1:2 (Imported Tiles UAE) 24"x24"
10-48-d 100 Sft m2 17,334.89 261.84 2,433.50 1,865.23Granitto tile floor 1/4" thick laid cement 1:2 or 3/4" thick
cement mortar 1:2 (Imported Tiles UAE) 16"x16"
Page 51 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
FLOORINGChapter #
:
10
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
10-49-a 100 Sft m2 28,440.35 306.88 2,852.00 3,060.18Providing and Laying marble fine dressed stone flooring
on surface in white cement complete using indian green
marble 12"x12"x3/4" thick
10-49-b 100 Sft m2 10,048.35 306.88 2,852.00 1,081.20Providing and Laying marble fine dressed stone flooring
on surface in white cement complete using Trevera marble
12"x12"x3/4" thick
10-49-c 100 Sft m2 12,105.35 306.88 2,852.00 1,302.54Providing and Laying marble fine dressed stone flooring
on surface in white cement complete using Botocina
marble 12"x12"x3/4" thick
10-49-d 100 Sft m2 11,500.35 306.88 2,852.00 1,237.44Providing and Laying marble fine dressed stone flooring
on surface in white cement complete using
Veroona/Lasbela marble 12"x12"x3/4" thick
10-50 100 Sft m2 1,616.75 60.04 558.00 173.96Chemical polishing of marble floor/Dado
10-51 1 Sft m2 106.40 233.49 21.70 1,144.86Replaced coloured glass panes of sizes upto 4 mm
thickness with iron, nails and putty including removing
broken ones if required in all floors.
Page 52 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE RENDERINGChapter #
:
11
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
11-01-a 100 Sft m2 396.36 27.29 253.58 42.65Mud plaster on walls (excluding gobri leeping) upto 20'
height : 1/2" thick
11-01-b 100 Sft m2 632.14 37.29 346.58 68.02Mud plaster on walls (excluding gobri leeping) upto 20'
height : 1" thick
11-02-a 100 Sft m2 370.63 24.52 227.85 39.88Add extra 13%, 32%
and 51% above the
labour rates only or
6%, 15% and 23% on
composite rates for
2nd, 3rd, 4th and
subsequent floors
respectively.
Mud plaster on floor / roof (excluding gobri leeping) upto
20' height : 1/2" thick
11-02-b 100 Sft m2 714.60 46.16 429.04 76.89Mud plaster on floor / roof (excluding gobri leeping) upto
20' height : 1" thick
11-03-a 100 Sft m2 929.41 85.06 790.50 100.00Cement lime plaster 1:7:12 (c/l/s) upto 20' height 1/4" thick
11-03-b 100 Sft m2 1,068.56 85.06 790.50 114.98Cement lime plaster 1:7:12 (c/l/s) upto 20' height 1/2" thick
11-04-a 100 Sft m2 1,212.23 85.06 790.50 130.44Cement Neru plaster 1:2 (c/s) upto 20' height 1/4" thick
11-04-b 100 Sft m2 1,512.00 85.06 790.50 162.69Cement Neru plaster 1:2 (c/s) upto 20' height 1/2" thick
11-05 100 Sft m2 3,436.96 192.46 1,788.70 369.822" stucco cement plaster 1:2:4 (c/s/shingle) upto 20' height
11-06-a 100 Sft m2 1,761.14 62.61 581.87 189.50Provide/lay machine sprayed plaster 1/2" thick using
cement & zero guage chips : Ratio 1:1
11-06-b 100 Sft m2 1,681.14 63.21 587.45 180.89Provide/lay machine sprayed plaster 1/2" thick using
cement & zero guage chips : Ratio 1:1.5
11-06-c 100 Sft m2 1,649.94 64.51 599.54 177.53Provide/lay machine sprayed plaster 1/2" thick using
cement & zero guage chips : Ratio 1:2
11-07-a 100 Sft m2 1,250.66 85.06 790.50 134.57The rate be allowed
only on written orders
of Superintending
Engineer
Cement plaster 1:2, upto 20' height 3/8" thick
11-07-b 100 Sft m2 1,383.64 85.06 790.50 148.88Cement plaster 1:2, upto 20' height 1/2" thick
11-07-c 100 Sft m2 1,923.47 108.41 1,007.50 206.97Cement plaster 1:2, upto 20' height 3/4" thick
11-08-a 100 Sft m2 1,116.29 85.06 790.50 120.11dittoCement plaster 1:3 upto 20' height 3/8" thick
11-08-b 100 Sft m2 1,223.44 85.06 790.50 131.64Cement plaster 1:3 upto 20' height 1/2" thick
11-08-c 100 Sft m2 1,659.09 108.41 1,007.50 178.52Cement plaster 1:3 upto 20' height 3/4" thick
11-09-a 100 Sft m2 1,083.08 85.06 790.50 116.54Cement plaster 1:4 upto 20' height 3/8" thick
11-09-b 100 Sft m2 1,160.76 85.06 790.50 124.90Cement plaster 1:4 upto 20' height 1/2" thick
11-09-c 100 Sft m2 1,586.00 108.41 1,007.50 170.65Cement plaster 1:4 upto 20' height 3/4" thick
Page 53 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE RENDERINGChapter #
:
11
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
11-10-a 100 Sft m2 1,360.82 108.41 1,007.50 146.42i) This item shall be
applicable to building
meant for human
habitation only, such
as building like
residence, offices,
educational
institutions and
hospitals etc. It shall
no admissible on
godowns, bins,
agricultural, poultry
etc.
Cement plaster 3/8" thick under soffit of RCC roof slabs
only upto 20' height : (1:2)
11-10-b 100 Sft m2 1,353.91 108.41 1,007.50 145.68ii) The thickness of
the plaster will not be
more than 3/8" thick.
Cement plaster 3/8" thick under soffit of RCC roof slabs
only upto 20' height : (1:3)
11-10-c 100 Sft m2 1,239.82 108.41 1,007.50 133.40Cement plaster 3/8" thick under soffit of RCC roof slabs
only upto 20' height : (1:4)
11-11-a 100 Sft m2 1,052.59 85.06 790.50 113.26Cement plaster 1:5, upto 20' height 3/8" thick
11-11-b 100 Sft m2 1,135.59 85.06 790.50 122.19Cement plaster 1:5, upto 20' height 1/2" thick
11-11-c 100 Sft m2 1,531.67 108.41 1,007.50 164.81Cement Plaster 1:5, upto 20' height 3/4" thick
11-12-a 100 Sft m2 1,009.03 85.06 790.50 108.57Cement plaster 1:6, upto 20' height 3/8" thick
11-12-b 100 Sft m2 1,078.96 85.06 790.50 116.10Cement plaster 1:6, upto 20' height 1/2" thick
11-12-c 100 Sft m2 1,440.20 108.41 1,007.50 154.97Cement plaster 1:6, upto 20' height 3/4" thick
11-13 100 Sft m2 718.00 58.04 539.40 77.26Applying floating coat of cement 1/32" thick
11-14 100 Sft m2 679.74 61.71 573.50 73.14Lime pointing flush upto 20' height, including racking
joints in lime sand mortar 1:2
11-15 100 Sft m2 1,043.99 100.90 937.75 112.33Lime pointing struck joints on walls, upto 20' height
including racking joints, in lime sand mortar 1:2
11-16-a 100 Sft m2 1,132.45 85.06 790.50 121.85Cement pointing flush, upto 20' height Ratio 1:2
11-16-b 100 Sft m2 1,056.70 85.06 790.50 113.70Cement pointing flush, upto 20' height Ratio 1:3
11-17-a 100 Sft m2 915.45 61.71 573.50 98.50Cement pointing 1:2 flush, on floor
11-18-a 100 Sft m2 1,279.70 100.90 937.75 137.70Cement pointing struck joints, on walls, upto 20' height :
Ratio 1:2
11-18-b 100 Sft m2 1,203.95 100.90 937.75 129.55Cement pointing struck joints, on walls, upto 20' height :
Ratio 1:3
11-19-a 100 Sft m2 933.77 85.89 798.25 100.47Pointing flush on stone work, upto 20' height in lime sand
mortar 1:2 (lime, sand)
11-19-b 100 Sft m2 1,064.45 85.89 798.25 114.53Pointing flush on stone work, upto 20' height in cement
sand mortar 1:3
11-19-c-01 100 Sft m2 1,662.27 164.28 1,526.75 178.86Pointing flush on stone work, upto 20' height On stone
work raised : in lime sand mortar 1:2
Page 54 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE RENDERINGChapter #
:
11
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
11-19-c-02 100 Sft m2 1,792.95 164.28 1,526.75 192.92Pointing flush on stone work, upto 20' height On stone
work raised : in c/s mortar 1:3
11-20 100 Sft m2 348.75 37.53 348.75 37.53Racking and washing joints of stone masonry (old work)
11-21 100 Sft m2 209.25 22.52 209.25 22.52Racking and washing joints of brick masonry (old work)
11-22 100 Sft m2 125.34 9.34 86.80 13.49Priming coat of chalk under distemper
11-23-a-01 100 Sft m2 342.53 23.35 217.00 36.86Distempering New surface : One coat
11-23-a-02 100 Sft m2 371.18 23.35 217.00 39.94Distempering New surface : Two coats
11-23-a-03 100 Sft m2 390.71 23.35 217.00 42.04Distempering New surface : Three coats
11-23-b-01 100 Sft m2 141.96 6.54 60.76 15.27Distempering Old surface : One coat
11-23-b-02 100 Sft m2 190.80 9.34 86.80 20.53Distempering Old surface : Two coats
11-24-a-01 100 Sft m2 75.54 5.00 46.50 8.13Colour washing: New surface : One coat
11-24-a-02 100 Sft m2 166.90 12.84 119.35 17.96Colour washing: New surface : Two coats
11-24-b-01 100 Sft m2 74.96 5.67 52.70 8.07Colour washing: Old surface : One coat
11-24-b-02 100 Sft m2 127.94 9.87 91.76 13.77Colour washing: Old surface : Two coats
11-25-a-01 100 Sft m2 53.56 4.67 43.40 5.76White washing: New surface : One coat
11-25-a-02 100 Sft m2 137.08 13.11 121.83 14.75White washing: New surface : Two coats
11-25-a-03 100 Sft m2 179.89 16.78 155.93 19.36White washing: New surface : Three coats
11-25-b-01 100 Sft m2 71.16 5.67 52.70 7.66White washing: Old surface : One coat
11-25-b-02 100 Sft m2 104.59 9.87 91.76 11.25White washing: Old surface : Two coats
11-26-a 100 Sft m2 95.59 9.41 87.42 10.29Gobri leeping: On walls
11-26-b 100 Sft m2 105.39 9.41 87.42 11.34Gobri leeping: Over roofs
11-27 100 Sft m2 206.15 22.18 206.15 22.18Payable with fresh
masonry when the
face of the work is
not to be
plastered/pointed.
Striking joints of burnt brick in lime or cement mortar
11-28 100 Sft m2 140.43 15.11 140.43 15.11Extra for lime, mud or cement plaster & pointing from 20'
& above for each additional 10' height
11-29 100 Sft m2 588.26 31.69 294.50 63.30Caulking joints of sleeper wall, with sand and coaltar
11-30 100 Sft m2 375.57 31.69 294.50 40.41Caulking joints of sleepers, with mud and chopped straw
11-31 100 Sft m2 221.95 5.00 46.50 23.88Extra cost of labour & material for red oxide pigment in
cement pointing to match bricks
11-32-a 100 Sft m2 1,050.10 75.88 705.25 112.99Provide grooved c/s plaster 1:3 over existing plastered &
roughened surface 3/8" thick
11-32-b 100 Sft m2 1,137.46 75.88 705.25 122.39Provide grooved c/s plaster 1:3 over existing plastered &
roughened surface 1/2" thick
11-32-c 100 Sft m2 6,382.92 564.55 5,246.75 686.80Providing ornamental plaster 3/4" thick with (1:3) cement
sand mortar on walls, columns chajja and slabs finished
smooth including all charges for Labour and Material.
Page 55 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE RENDERINGChapter #
:
11
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
11-32-d 100 Sft m2 6,688.56 509.18 4,732.15 719.69Providing ornamental moulding of approved design in
column with base/top and nosing and shade of lintle or
pediments in cement mortar(1:3) 1-1/8" thick(1 feet under
coat x 1/8" finish layer) including all charges for
curing/finishing complete
11-33 1 RFT m 18.81 13.89 4.23 61.70Provide & fit expanded metal edge bead for corners, with
nails on both sides of edges
11-34-a Each Each 317.90 136.40 136.40 317.90Petty repairs to Fire Place
11-34-b Each Each 401.00 195.30 195.30 401.00Petty repairs to Verandah
11-34-c Each Each 438.90 136.40 136.40 438.90Petty repairs to Room upto 100 sft area
11-34-d Each Each 648.25 224.75 224.75 648.25Petty repairs to Room exceeding 100 sft area
11-35 m3 / coat m3 / coat 0.93 0.93 0.93 0.93The will be taken
from the floor, roof or
ground underneath as
the case may be, on
the side towards
which the work is to
be done
Extra labour for white washing, priming etc. from 20'
height & above for every extra 10' height
11-36 100 Sft m2 8,016.65 216.81 2,015.00 862.59Providing and fixing of clad stones over 1/2" c/s mortar 1:1
incl curing etc.
11-37 100 Sft m2 11,461.87 130.92 1,216.75 1,233.30The rate of plastering
over walls is not
included in this rate
and is to be paid
separately.
Supply & apply acrylic wall coating 10 to 12mm thick of
approved quality over plastered surface
11-38 100 Sft m2 12,078.37 272.69 2,534.25 1,299.63P/F Ceramic Exterior Finish Tiles over 1/2" cement sand
mortar 1:1 including curing complete
11-39-a 100 Sft m2 5,606.05 218.48 2,030.50 603.21Providing and fixing Chakwal tiles red colour in 1:3
cement mortar complete.
11-39-b 100 Sft m2 6,090.05 218.48 2,030.50 655.29Providing and fixing Chakwal tiles white colour in 1:3
cement mortar complete.
Page 56 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-01-a Cft m3 3,172.66 12,863.38 364.25 112,041.54Plain wood work sawn, wrought, planed & fixed in
position, including nails & screws : Deodar wood
12-01-b Cft m3 1,771.11 18,063.47 511.50 62,546.22Plain wood work sawn, wrought, planed & fixed in
position, including nails & screws : Shisham wood
12-02-a Cft m3 3,047.12 9,327.32 264.12 107,608.13Plain woodwork for regulation karries or needles etc.
complete as per specs : Deodar wood
12-02-b Cft m3 1,657.35 14,943.42 423.15 58,528.82Plain woodwork for regulation karries or needles etc.
complete as per specs : Shisham wood
12-03-a 1 Sft m2 1,145.97 1,465.28 136.18 12,330.621st class teak wood wrought joinery in doors & windows,
panelled or glazed complete : 2" thick
12-03-b 1 Sft m2 1,070.34 1,465.28 136.18 11,516.891st class teak wood wrought joinery in doors & windows,
panelled or glazed complete : 1.75" thick
12-03-c 1 Sft m2 994.71 1,465.28 136.18 10,703.101st class teak wood wrought joinery in doors & windows,
panelled or glazed complete : 1.5" thick
12-04-a-01 1 Sft m2 601.51 909.71 84.55 6,472.28a) This also includes
the cost of woods
required for extra
thickness of
chowkats.
1st class teak wood wrought joinery Teak wood frame
1.75" thick w/o spring/hinge
12-04-a-02 1 Sft m2 613.51 909.71 84.55 6,601.401st class teak wood wrought joinery Teak wood frame
1.75" thick w/o spring/hinge
12-04-b-01 1 Sft m2 522.78 909.71 84.55 5,625.091st Class Teak Wood Wrought Joinery : Teak Wood
framing 1.5" thick w/ wire guaze w/o springs
12-04-b-02 1 Sft m2 536.51 909.71 84.55 5,772.881st Class Teak Wood wrought joinery : Teak Wood
framing 1.5" thick w/ wire guaze w/ springs
12-04-c 1 Sft m2 189.79 326.61 30.35 2,042.161st class teak wood wrought joinery GI wire guaze 22
SWG, fixed to chowkat
12-04-d 1 Sft m2 445.04 489.92 45.53 4,788.661st class teak wood wrought joinery GI wire guaze 22
SWG, fixed on teak wood frame
12-05 1 Sft m2 189.79 326.61 30.35 2,042.16Provide & fix exp. metal 1/2"-3/4" mesh, 16 guage fixed to
chowkat, with 1" teak wood cover strips
12-06 1 Sft m2 189.79 326.61 30.35 2,042.16Provide & fix expanded metal 1/2" to 3/4", 16 guage fixed
to chowkat with 1" cover moulding
12-07-a 1 Sft m2 724.33 899.42 83.59 7,793.83First class deodar wood wrought joinery in doors and
windows etc. complete : 2" thick
12-07-b 1 Sft m2 637.91 899.42 83.59 6,863.86First class deodar wood wrought joinery in doors and
windows etc. complete : 1-3/4" thick
12-07-c 1 Sft m2 601.39 729.66 67.81 6,470.91First class deodar wood wrought joinery in doors and
windows etc. complete : 1.5" thick
12-08-a 1 Sft m2 733.84 1,047.01 97.31 7,896.15Deodar wood framed, braced & battened doors & windows
: 2.25" thick, 1.25" battens & 1" planks
12-08-b 1 Sft m2 600.24 803.97 74.72 6,458.58Deodar wood framed, braced & battened doors & windows
: 1.75" thick, 1" battens & 3/4" planks
Page 57 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-09 1 Sft m2 445.69 602.97 56.04 4,795.621" thick battened doors & windows fitted in position,
complete with iron fittings
12-10 1 Sft m2 733.32 897.44 83.40 7,890.51Deodar wood battened ledged & braced doors & windows
2.25" thick complete
12-11-a 1 Sft m2 315.91 416.95 38.75 3,399.15Deodar wood doors framed with braces & 22 SWG GI
sheet facing on one side complete
12-11-b 1 Sft m2 320.54 416.95 38.75 3,449.02Deodar wood doors framed with braces & 22 SWG GI
sheet facing on both sides complete
12-12-a 1 Sft m2 204.13 294.47 27.37 2,196.43Partal wood doors framed with braces & 22 SWG GI sheet
facing on one side complete
12-12-b 1 Sft m2 155.38 416.95 38.75 1,671.89Partal wood doors framed with braces & 22 SWG GI sheet
facing on both sides complete
12-13-a-01 1 Sft m2 373.71 770.66 71.62 4,021.08First class deodar wood wrought joinery work Deodar
wood frame 1-3/4" thick w/o springs
12-13-a-02 1 Sft m2 387.56 770.66 71.62 4,170.16First class deodar wood wrought joinery work Deodar
wood frame 13/4" thick with springs
12-13-b-01 1 Sft m2 337.72 770.66 71.62 3,633.88First class deodar wood wrought joinery work Deodar
wood frame 1.5" thick w/o springs
12-13-b-02 1 Sft m2 351.58 770.66 71.62 3,782.95First class deodar wood wrought joinery work Deodar
wood frame 1" thick with springs
12-13-c 1 Sft m2 131.04 326.61 30.35 1,409.95First class deodar wood wrought joinery work GI wire
guaze fixed to chowkat with 3/4" strip
12-13-d 1 Sft m2 114.90 326.61 30.35 1,236.36First class deodar wood wrought joinery work GI wire
guaze fixed to chowkat with 1/2" strip
12-14 1 Sft m2 391.72 694.92 64.58 4,214.89Making and fixing trellis doors & windows of deodar wood
complete.
12-15-a 1 Sft m2 100.54 222.21 20.65 1,081.79Provide & fix MS chowkat of doors, windows etc MS
angle iron 1.5"x1.5"x1/4" welded with MS flat
12-15-b 1 Sft m2 107.31 223.39 20.76 1,154.60Provide & fix MS chowkat of doors, windows etc MS tee
iron 1.5"x 1.5"x 1/4" welded with MS flat
12-16 1 Sft m2 61.65 222.37 20.67 663.30Extra for providing & fixing iron double spring hinges with
brass fittings including finger plate etc
12-17-a Each Each 219.82 43.40 43.40 219.82P/F brass spring hinges to wire gauzed door.
12-17-b Each Each 755.40 89.90 89.90 755.40P/F hydraulic Door Closer (Best Quality)
12-18-a-01 Each Each 140.27 43.71 43.71 140.27Providing and fixing sliding bolt to doors Iron sliding bolts
: 10" long
12-18-a-02 Each Each 194.72 43.71 43.71 194.72Providing and fixing sliding bolt to doors Iron sliding bolts
: 12" long
12-18-b-01 Each Each 791.08 361.77 361.77 791.08Providing and fixing sliding bolt to doors CP sliding bolts :
10" long
12-18-b-02 Each Each 533.52 43.71 43.71 533.52Providing and fixing sliding bolt to doors CP sliding bolts :
12" long
Page 58 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-18-c-01 Each Each 594.02 43.71 43.71 594.02Providing and fixing sliding bolt to doors Brass sliding
bolts : 10" long
12-18-c-02 Each Each 654.52 43.71 43.71 654.52Providing and fixing sliding bolt to doors Brass sliding
bolts : 12" long
12-19-a 1 Sft m2 8.66 10.42 0.97 93.18Extra for brass fittings to doors & windows Deodar
panelled, panelled+glazed or fully glazed
12-19-b 1 Sft m2 8.31 11.28 1.05 89.45Extra for brass fittings to doors & windows Deodar wood
wire guazed shutters
12-20-a-01 Each Each 913.55 187.55 187.55 913.55Extra for providing/fixing approved quality Rim locks :
Imported
12-20-a-02 Each Each 611.05 187.55 187.55 611.05Extra for providing/fixing approved quality Rim locks :
Local
12-20-b-01 Each Each 737.65 132.65 132.65 737.65Extra for providing/fixing approved quality Rim locks :
Imported
12-20-b-02 Each Each 495.65 132.65 132.65 495.65Extra for providing/fixing approved quality Rim locks :
Local
12-21-a 1 Sft m2 183.92 163.31 15.18 1,979.02Provide & fix exp. metal 1/2"-3/4"mesh 16 gauge Fixed to
chowkat with 1" deodar wood strip etc
12-21-b 1 Sft m2 282.26 133.42 12.40 3,037.12Provide & fix exp. metal 1/2"-3/4"mesh 16 gauge Fixed
with 1" cover mould & screws including frame
12-22-a 1 Sft m2 954.76 1,468.20 136.45 10,273.21Provide & fix deodar wood almirah 9"-12" depth including
boxing with back, shelves, shutters etc
12-22-b 1 Sft m2 539.58 1,045.53 97.17 5,805.91Provide & fix deodar wood almirah 9"-12" depth With
shelves, shutters etc w/o boxing & back
12-23-a 1 Sft m2 608.06 1,570.80 145.99 6,542.75Provide & fix wooden box type wardrobe 22" deep Partal
wood boxing & deodar wood shelves etc
12-23-b 1 Sft m2 687.93 1,570.80 145.99 7,402.09Provide & fix wooden box type wardrobe 22" deep Deodar
wood boxing & deodar shelves etc
12-24-a 1 Sft m2 297.09 279.95 26.02 3,196.69Provide & fix chowkat for doors, windows & CS windows,
including holdfast etc : Teak wood
12-24-b 1 Sft m2 102.44 223.37 20.76 1,102.30Provide & fix chowkat for doors, windows & CS windows,
including holdfast etc : Shisham wood
12-24-c 1 Sft m2 183.61 139.98 13.01 1,975.62Provide & fix chowkat for doors, windows & CS windows,
including holdfast etc : Deodar wood
12-25-a 100 Sft m2 26,475.85 283.53 2,635.00 2,848.80Make & fix deodar planking in eave boards etc planed on
both sides complete : 1" thick
12-25-b 100 Sft m2 20,716.21 283.53 2,635.00 2,229.06Make & fix deodar planking in eave boards etc planed on
both sides complete : 3/4" thick
12-25-c 100 Sft m2 14,980.81 283.53 2,635.00 1,611.94Make & fix deodar planking in eave boards etc planed on
both sides complete : 1/2" thick
12-26-a 100 Sft m2 26,366.91 283.53 2,635.00 2,837.08Make & fix deodar wood shelves, incl brackets 1" thick
12-26-b 100 Sft m2 37,872.98 283.53 2,635.00 4,075.13Make & fix deodar wood shelves, incl brackets 1.5" thick
Page 59 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-26-c 100 Sft m2 49,379.05 283.53 2,635.00 5,313.19Make & fix deodar wood shelves, incl brackets 2" thick
12-27-a 1 No each 85.09 36.42 36.42 85.09Make & fix cleats for doors & windows including hinges
and screws.
12-27-b 1 No no 83.25 36.42 36.42 83.25Make & fix cleats with brass hooks for roof ventilators
12-27-c Each Each 100.35 21.70 21.70 100.35Make & fix Door stops of 1.5" dia rubber block
12-27-d Each Each 56.29 26.04 26.04 56.29Make & fix GI hook with clamps for doors
12-28-a 1 RFT m 898.83 409.47 124.81 2,948.93Teak wood railing of any shape & design including bends,
corners, polishing etc complete
12-28-b 1 RFT m 412.16 409.47 124.81 1,352.23Shisham wood railing of any shape & design including
bends, corners, polishing etc complete
12-29 1 RFT m 242.60 167.51 51.06 795.93Deodar wood dado or picture rail 3"x1.5" as per approved
design, including moulding etc. complete
12-30-a 100 Sft m2 837.00 90.06 837.00 90.06Sawing wood by hand : Soft wood (deodar, kail or chir)
12-30-b 100 Sft m2 1,674.00 180.12 1,674.00 180.12Sawing wood by hand : Hard wood (shisham, kikar, teak or
sahl)
12-31-a 100 Sft m2 452.14 48.65 452.14 48.65Sawing wood by machine : Soft Wood
12-31-b 100 Sft m2 488.28 52.54 488.28 52.54Sawing wood by machine : Hard Wood
12-32 100 Sft m2 32,138.51 361.91 3,363.50 3,458.10Making and fixing sun-shade of deodar wood including
fixing brackets
12-33 1 SFT m2 112.73 435.48 40.47 1,212.99Making and fixing 1" thick kail or chir wooden notice
board with frame
12-34 Each Each 6,339.46 307.61 307.61 6,339.46Making deodar punkha pole 10'x6"x6"
12-35 1 RFT m 14.47 47.46 14.47 47.46Dismantling and refixing eave boards
12-36 1 RFT m 1,862.59 478.02 145.70 6,110.85Wooden stair-cases complete 2'-3' wide frame 1.5" thick
planks of deodar wood including hand rails
12-37-a-01 100 Sft m2 5,897.36 93.40 868.00 634.56Providing and fixing partition including framework : Sheet
on one side of frame : Hard board
12-37-a-02 100 Sft m2 6,230.11 93.40 868.00 670.36Providing and fixing partition including framework : Sheet
on one side of frame : Ply wood 1/4" thick
12-37-a-03 100 Sft m2 8,745.10 93.40 868.00 940.97Providing and fixing partition including framework : Sheet
on one side of frame : Masonite
12-37-b-01 100 Sft m2 7,431.72 171.78 1,596.50 799.65Providing and fixing partition including framework :
Sheets on both sides of frame : Hard board
12-37-b-02 100 Sft m2 8,056.08 171.78 1,596.50 866.83Providing and fixing partition including framework :
Sheets on both sides of frame : Ply wood 1/4"
12-37-b-03 100 Sft m2 12,668.00 171.78 1,596.50 1,363.08Providing and fixing partition including framework :
Sheets on both sides of frame : Masonite
12-38-a 100 Sft m2 7,323.36 246.83 2,294.00 787.99Providing and fixing ceiling, including frame work : Hard
board
12-38-b 100 Sft m2 9,747.60 246.83 2,294.00 1,048.84Providing and fixing ceiling, including frame work : Chip
Board
Page 60 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-38-c 100 Sft m2 7,621.63 246.83 2,294.00 820.09Providing and fixing ceiling, including frame work : Ply
wood 1/4" thick
12-38-d 100 Sft m2 10,715.60 246.83 2,294.00 1,153.00Providing and fixing ceiling, including frame work :
Masonite
12-39-a-01 100 Sft m2 12,390.05 186.79 1,736.00 1,333.17Provide & fix, thermorpore false ceiling complete Deodar
wood frame panelling : 3/4" thick
12-39-a-02 100 Sft m2 14,350.25 186.79 1,736.00 1,544.09Provide & fix, thermorpore false ceiling complete Deodar
wood frame panelling : 1" thick
12-39-b-01 100 Sft m2 8,572.50 186.79 1,736.00 922.40Provide & fix, thermorpore false ceiling complete Partal
wood frame panelling : 3/4" thick
12-39-b-02 100 Sft m2 9,398.33 186.79 1,736.00 1,011.26Provide & fix, thermorpore false ceiling complete Partal
wood frame panelling : 1" thick
12-40 100 Sft m2 29,660.59 155.44 1,444.60 3,191.48Supply and Fixing accoustic miller fibre tile ceiling fixed
with aluminium tee hung by GI wire fixed in roof
12-41-a Each Each 364.25 364.25 364.25 364.25Fixing Door including chowkats
12-41-b Each Each 182.13 182.13 182.13 182.13Fixing Windows including chowkats
12-42-a 1 Sft m2 40.97 148.91 13.84 440.85Glazing with panes (16-18 oz) including cost of putty
12-42-b 1 Sft m2 62.07 208.48 19.38 667.82Glazing with panes (16-18 oz) using deodar wooden fillets
& putty
12-42-c 1 Sft m2 62.07 208.48 19.38 667.82Glazing with panes (24-26 oz) using putty & deodar
wooden fillets
12-43-a 100 Sft m2 390.38 20.85 193.75 42.00Cutting to required size & fixing glass panes with putty.
12-43-b 1 Sft m2 15.64 40.30 3.75 168.30Cutting to required size & fixing glass panes Using deodar
wood fillets & putty
12-44-a 1 Sft m2 102.77 251.93 23.41 1,105.85Glazing with plate glass 6 mm thick including cost of
deodar wood fillet & putty : Upto 0.75 m2
12-44-b 1 Sft m2 101.87 251.92 23.41 1,096.08Glazing with plate glass 6 mm thick including cost of
deodar wood fillet & putty : 0.75m2 to 2.25 m2
12-45-a 1 Sft m2 609.05 1,119.88 104.08 6,553.341.5" thick deodar doors & windows, chowkat of MS angle
iron 1.5"x1.5"x1/4" welded with MS flat
12-45-b 1 Sft m2 590.47 1,232.95 114.59 6,353.491.5" thick deodar doors & windows, chowkat of MS tee
iron 1.5"x 1.5"x 1/4" welded with MS flat
12-46-a 1 Sft m2 471.92 952.63 88.53 5,077.811.5" thick hollow flush door/window, chowkat of MS angle
iron 1.5"x1.5"x1/4" welded with MS flat
12-46-b 1 Sft m2 432.50 941.78 87.53 4,653.751.5" thick hollow flush door/window, chowkat of MS tee
iron 1.5"x 1.5"x 1/4" welded with MS flat
12-47 1 Sft m2 445.52 1,573.06 146.20 4,793.83Panelled door of MS sheet with forged door leaves of MS
sheet 22 SWG etc complete
12-48 1 RFT m 34.97 75.50 23.01 114.7224 SWG aluminium kick plate 4" high, on bottom rail of
flush doors of commercial ply
12-49 1 RFT m 100.52 75.02 22.87 329.80Curtain railing to doors & windows comprising TOSO-elite
Japanese railing or equiv. including paint
Page 61 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-50 1 Sft m2 166.45 248.79 23.12 1,790.98MS flat 1/2"x1/8" grill in windows of approved design
including painting 3 coats, complete
12-51 1 Sft m2 140.67 345.65 32.12 1,513.62Provide & fix GI wire gauze 22 SWG, 12x12 mesh per sq.
in, fixed to steel window complete
12-52-a 1 Sft m2 416.17 188.52 17.52 4,478.04Hollow flush door 1.5"-2" thick including iron mongery
excluding chowkat & lock : Teak veneered
12-52-b 1 Sft m2 384.71 188.52 17.52 4,139.53Hollow flush door 1.5"-2" thick including iron mongery
excluding chowkat & lock : Shisham veneered
12-52-c 1 Sft m2 404.04 188.32 17.50 4,347.43Hollow flush door 1.5"-2" thick including iron mongery
excluding chowkat & lock : Deodar veneered
12-52-d 1 Sft m2 367.76 188.53 17.52 3,957.06Hollow flush door 1.5"-2" thick including iron mongery
excluding chowkat & lock : Commercial veneered
12-53-a-01 1 Sft m2 283.43 315.58 29.33 3,049.70Supply and Fixing aluminium door/window, Economy
model Sliding window
12-53-a-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Economy
model Hinges window
12-53-a-03 1 Sft m2 470.87 315.58 29.33 5,066.56Supply and Fixing aluminium door/window, Economy
model Fixed louver in door frame
12-53-a-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Economy
model Fixed louver in 2" frame
12-53-b-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Deluxe 3"
sect. Sliding window
12-53-b-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Deluxe 3"
sect. Hinges window
12-53-b-03 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Deluxe 3"
sect. Fixed glazing
12-53-b-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Deluxe 3"
sect. Fixed arch
12-53-b-05 1 Sft m2 410.37 315.58 29.33 4,415.63Supply and Fixing aluminium door/window, Deluxe 3"
sect. Fixed louvers
12-53-b-06 1 Sft m2 443.70 315.58 29.33 4,774.23Supply and Fixing aluminium door/window, Deluxe 3"
sect. Sliding door
12-53-b-07 1 Sft m2 423.67 315.58 29.33 4,558.65Supply and Fixing aluminium door/window, Deluxe 3"
sect. Swing door single action (short handle)
12-53-b-08 1 Sft m2 434.47 315.58 29.33 4,674.85Supply and Fixing aluminium door/window, Deluxe 3"
sect. Swing door single action (long handle)
12-53-b-09 1 Sft m2 423.67 315.58 29.33 4,558.65Supply and Fixing aluminium door/window, Deluxe 3"
sect. Swing door double action (short handle)
12-53-b-10 1 Sft m2 396.49 315.58 29.33 4,266.27Supply and Fixing aluminium door/window, Deluxe 3"
sect. Swing door double action (short handle)
12-53-c-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Sliding window
Page 62 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-53-c-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Hinges window
12-53-c-03 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Fixed glazing
12-53-c-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Fixed arch
12-53-c-05 1 Sft m2 443.68 315.58 29.33 4,774.01Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Sliding door
12-53-c-06 1 Sft m2 410.37 315.58 29.33 4,415.63Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Swing door single action (short handle)
12-53-c-07 1 Sft m2 423.58 315.58 29.33 4,557.69Supply and Fixing aluminium door/window, Deluxe 3.5"
sect. Swing door single action (long handle)
12-53-d-01 1 Sft m2 474.56 315.58 29.33 5,106.21Supply and Fixing aluminium door/window, Premium 4"
sect. Sliding window
12-53-d-02 1 Sft m2 467.47 315.58 29.33 5,029.98Supply and Fixing aluminium door/window, Premium 4"
sect. Hinges window
12-53-d-03 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium door/window, Premium 4"
sect. Fixed glazing
12-53-d-04 1 Sft m2 391.12 315.58 29.33 4,208.45Supply and Fixing aluminium door/window, Premium 4"
sect. Fixed arch
12-53-d-05 1 Sft m2 485.20 315.58 29.33 5,220.72Supply and Fixing aluminium door/window, Premium 4"
sect. Sliding door
12-53-d-06 1 Sft m2 410.37 315.58 29.33 4,415.63Supply and Fixing aluminium door/window, Premium 4"
sect. Swing door single action (short handle)
12-53-d-07 1 Sft m2 423.67 315.58 29.33 4,558.65Supply and Fixing aluminium door/window, Premium 4"
sect. Swing door single action (long handle)
12-53-d-08 1 Sft m2 580.82 315.58 29.33 6,249.66Supply and Fixing aluminium door/window, Premium 4"
sect. Swing door double action (short handle)
12-53-d-09 1 Sft m2 594.41 315.58 29.33 6,395.87Supply and Fixing aluminium door/window, Premium 4"
sect. Swing door double action (long handle)
12-53-e-01 1 Sft m2 308.70 66.71 6.20 3,321.61Supply and Fixing aluminium door/window. Other items :
Fly screen shutter for Deluxe model
12-53-e-02 1 Sft m2 272.40 66.71 6.20 2,931.02Supply and Fixing aluminium door/window. Other items :
Fly screen shutter for Premium model
12-53-e-03 1 Sft m2 369.20 66.71 6.20 3,972.59Supply and Fixing aluminium door/window. Other items :
Fly screen shutter with separate outer frame
12-54-a-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Economy
model Sliding window
12-54-a-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Economy
model Hinges window
12-54-a-03 1 Sft m2 505.46 315.58 29.33 5,438.73Supply and Fixing aluminium bronze/black. Economy
model Fixed louver in door frame
Page 63 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-54-a-04 1 Sft m2 505.46 315.58 29.33 5,438.73Supply and Fixing aluminium bronze/black. Economy
model Fixed louver in 2" frame
12-54-b-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Sliding window
12-54-b-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Hinges window
12-54-b-03 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Fixed glazing
12-54-b-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Fixed arch
12-54-b-05 1 Sft m2 505.46 315.58 29.33 5,438.73Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Fixed louvers
12-54-b-06 1 Sft m2 478.29 315.58 29.33 5,146.35Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Sliding door
12-54-b-07 1 Sft m2 444.96 315.58 29.33 4,787.75Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Swing door single action (short handle)
12-54-b-08 1 Sft m2 396.49 315.58 29.33 4,266.27Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Swing door single action (long handle)
12-54-b-09 1 Sft m2 620.50 315.58 29.33 6,676.60Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Swing door double action (short handle)
12-54-b-10 1 Sft m2 581.76 315.58 29.33 6,259.78Supply and Fixing aluminium bronze/black. Deluxe 3"
sect. Swing door double action (long handle)
12-54-c-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Sliding window
12-54-c-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Hinges window
12-54-c-03 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Fixed glazing
12-54-c-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Fixed arch
12-54-c-05 1 Sft m2 478.29 315.58 29.33 5,146.35Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Sliding door
12-54-c-06 1 Sft m2 444.96 315.58 29.33 4,787.75Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Swing door single action (short handle)
12-54-c-07 1 Sft m2 423.67 315.58 29.33 4,558.65Supply and Fixing aluminium bronze/black. Deluxe 3.5"
sect. Swing door single action (long handle)
12-54-d-01 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Premium 4"
sect. Sliding window
12-54-d-02 1 Sft m2 416.53 315.58 29.33 4,481.85Supply and Fixing aluminium bronze/black. Premium 4"
sect. Hinges window
12-54-d-03 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Premium 4"
sect. Fixed glazing
Page 64 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-54-d-04 1 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Premium 4"
sect. Fixed arch
12-54-d-05 1 Sft m2 478.29 315.58 29.33 5,146.35Supply and Fixing aluminium bronze/black. Premium 4"
sect. Sliding door
12-54-d-06 1 Sft m2 444.96 315.58 29.33 4,787.75Supply and Fixing aluminium bronze/black. Premium 4"
sect. Swing door single action (short handle)
12-54-d-07 1 Sft m2 423.67 315.58 29.33 4,558.65Supply and Fixing aluminium bronze/black. Premium 4"
sect. Swing door single action (long handle)
12-54-d-08 1 Sft m2 615.41 315.58 29.33 6,621.78Supply and Fixing aluminium bronze/black. Premium 4"
sect. Swing door double action (short handle)
12-54-d-09 1 Sft m2 594.12 315.58 29.33 6,392.68Supply and Fixing aluminium bronze/black. Premium 4"
sect. Swing door double action (long handle)
12-54-e-01 1 Sft m2 308.70 66.71 6.20 3,321.61Supply and Fixing aluminium bronze/black. Other items :
Fly screen shutter for Deluxe model
12-54-e-02 1 Sft m2 272.40 66.71 6.20 2,931.02Supply and Fixing aluminium bronze/black. Other items :
Fly screen shutter for Premium model
12-54-e-03 1 Sft m2 248.20 66.71 6.20 2,670.63Supply and Fixing aluminium bronze/black. Other items :
Fly screen shutter with separate outer frame
12-55-a 1 Sft m2 105.72 500.54 46.52 1,137.60Wall Panelling over 0.5" thick chipboard & wood frame
(2"x0.75") 2'x2' grid : Sheesham Ply
12-55-b 1 Sft m2 135.87 375.06 34.86 1,461.94Wall Panelling over 0.5" thick chipboard & wood frame
(2"x0.75") 2'x2'grid : Lamination Sheet
12-55-c 1 Sft m2 96.69 500.42 46.51 1,040.33Wall Panelling over 0.5" thick chipboard & wood frame
(2"x0.75") 2'x2' grid : Commercial Ply
12-56-a 1 RFT m 161.18 101.53 30.95 528.82Supply and Fixing MS Sheet 16 guage(10x20 feet) box
type chowkats including fixing in position with all charges
for Hold fast, Hinges and Painting etc
12-56-b 1 RFT m2 319.81 444.75 41.33 3,441.11Wood plastic composite door patio door leap delux (laker
coated)
12-56-c 1 RFT m2 341.13 444.75 41.33 3,670.51Wood plastic composite door patio door leap premium
grade ( UV coated )
12-56-d 1 Sft m2 710.63 384.59 35.74 7,646.33Wood plastic composite door patio door with frame and
beading deluxe grade (laker coated)
12-56-e 1 Sft m2 710.63 384.59 35.74 7,646.33Wood plastic composite patio door with frame and beading
premium grade(UV coated)
12-57-a 1 Sft m2 551.94 384.59 35.74 5,941.10Wood plastic composite door bukhara flush door steppe
type
12-57-b 1 Sft m2 829.90 384.59 35.74 8,933.00Wood plastic composite door rock type single side door
12-57-c 1 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door rock type double side door
12-58-a 1 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door image type single side door
12-59-a 1 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door carving type single side door
12-60-a 1 Sft m2 681.02 168.71 15.68 7,327.74Composite windows deluxe grade (laker coated)
Page 65 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #
:
12
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
12-60-b 1 Sft m2 734.46 168.11 15.62 7,902.00Composite windows premium grade (UV coated)
12-61-a 1 Sft m2 276.95 200.00 18.58 2,980.00Wood Plastic Fly Screen Delux Grade
12-61-b 1 Sft m2 276.95 200.00 18.58 2,980.00Wood Plastic Screen Premium Grade
12-62-a 1 Sft m2 642.87 1,167.46 108.50 6,917.24Kitchen Floor Cabinet as per MES Design/Specification..
12-62-b 1 Sft m2 518.16 933.97 86.80 5,575.46Kitchen Wall Cabinet as per MES Design/Specification.
12-62-c Each each 5,735.14 1,302.00 1,302.00 5,735.14Providing and Fixing Sink Cabinet as per MES
Design/Specification.
Page 66 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PAINTING AND VARNISHINGChapter #
:
13
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
13-01 100 Sft m2 116.45 6.67 62.00 12.53Cleaning painted woodwork with oil & water
13-02 100 Sft m2 119.47 6.67 62.00 12.86Oiling woodwork with boiled linseed oil
13-03 100 Sft m2 139.50 15.01 139.50 15.01Brushing & scraping blisters of old paints from woodwork
13-04 100 Sft m2 558.00 60.04 558.00 60.04Scraping, brushing and removing old paint, from metal
surface
13-05-a-01 100 Sft m2 561.11 30.82 286.44 60.38Painting old corrugated surfaces, pent roofing etc. with oil
paint : First coat
13-05-a-02 100 Sft m2 437.10 23.35 217.00 47.03Painting old corrugated surfaces, pent roofing etc. with oil
paint : Each subsequent coat
13-05-b-01 100 Sft m2 336.65 18.68 173.60 36.22Painting old surfaces : Sashes, fanlights, doors or windows
: First coat
13-05-b-02 100 Sft m2 283.32 15.88 147.56 30.49Painting old surfaces : Sashes, fanlights, doors or windows
: Each subsequent coat
13-05-c-01 100 Sft m2 561.11 30.82 286.44 60.38Painting old surfaces : Doors / windows any type First coat
13-05-c-02 100 Sft m2 437.10 23.35 217.00 47.03Painting old surfaces : Doors / windows any type Each
subsequent coat
13-05-d-01 100 Sft m2 336.65 18.68 173.60 36.22Painting old surfaces : Guard bars, gratings, railing &
similar open work : First coat
13-05-d-02 100 Sft m2 283.32 15.88 147.56 30.49Painting old surfaces : Guard bars, gratings, railing &
similar work : Each subsequent coat
13-05-e-01 100 Rft m 285.92 4.84 147.56 9.38Painting old surfaces : Fillets, framing, skirting pipes, etc.
less than 6" girth : First coat
13-05-e-02 100 Rft m 215.24 3.42 104.16 7.06Painting old surfaces : Fillets, framing, skirting pipes, etc.
less than 6" girth : Each subseq. coat
13-05-f-01 100 No. 100 No. 1,156.67 658.75 658.75 1,156.67Painting old surfaces : Small detached articles Not
exceeding 1 sft : First coat
13-05-f-02 100 No. 100 No. 840.74 511.50 511.50 840.74Painting old surfaces : Small detached articles Not
exceeding 1 sft : Each subsequent coat
13-05-g-01 100 No. 100 No. 2,267.96 1,317.50 1,317.50 2,267.96Painting old surfaces : Small detached articles 1sft-3sft area
: First coat
13-05-g-02 100 No. 100 No. 1,306.88 728.50 728.50 1,306.88Painting old surfaces : Small detached articles 1sft-3sft area
: Each subsequent coat
13-06-a-01 100 Sft m2 714.27 35.29 327.98 76.86Prepare & Paint new corrugated surface, pent roofing etc :
Priming coat
13-06-a-02 100 Sft m2 501.29 18.25 169.57 53.94Prepare & Paint new corrugated surface, pent roofing etc :
Each subsequent coat of paint
13-06-b-01 100 Sft m2 442.06 20.95 194.68 47.57Prepare & Paint new surface, sashes, doors & windows etc
: Priming coat
13-06-b-02 100 Sft m2 311.86 11.21 104.16 33.56Prepare & Paint new surface, sashes, doors & windows etc
: Each subsequent coat of paint
13-06-c-01 100 Sft m2 714.27 35.29 327.98 76.86Prepare & Paint new surface, doors & windows Priming
coat
Page 67 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PAINTING AND VARNISHINGChapter #
:
13
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
13-06-c-02 100 Sft m2 501.29 18.25 169.57 53.94Prepare & Paint new surface, doors & windows Each
subsequent coat of paint
13-06-d-01 100 Sft m2 411.21 20.95 194.68 44.25Prepare & Paint new surfaces of guard bars, railing &
similar open work : Priming coat
13-06-d-02 100 Sft m2 281.00 11.21 104.16 30.24Prepare & Paint new surfaces of guard bars, railing &
similar work : Each subsequent coat
13-06-e-01 100 Rft m 328.52 4.84 147.56 10.78Prepare & Paint new surface of fillets, framing, skirtings
etc : Priming coat
13-06-e-02 100 Rft m 218.15 2.28 69.44 7.16Prepare & Paint new surface of fillets, framing, skirtings
etc : Each subsequent coat of paint
13-06-f-01 100 No. 100 No. 1,366.11 651.00 651.00 1,366.11Prepare & Paint new surface of small detached articles upto
1 sft : Priming coat
13-06-f-02 100 No. 100 No. 906.35 327.67 327.67 906.35Prepare & Paint new surface of small detached articles upto
1 sft : Each subsequent coat
13-06-g-01 100 No. 100 No. 2,700.65 1,309.75 1,309.75 2,700.65Prepare & paint surf. of small detached articles 1sft - 3sft
area : Priming coat
13-06-g-02 100 No. 100 No. 1,624.88 581.25 581.25 1,624.88Prepare & paint surf. of small detached articles 1sft - 3sft
area : Subsequent coat of paint
13-06-h 100 Sft m2 114.60 3.80 35.34 12.33Extra for knotting & stopping to prime coat on new surface
of wood
13-06-i 100 Sft m2 2,575.50 93.40 868.00 277.12Providing and applying 3 coats of approved type of Plastic
emulsion paint to Plastic surface as per manufucture
specification.
13-07-a 2000 Sft m2 8,641.00 23.35 4,340.00 46.49Khanki mixture, applied hot to barrage gates First coat
13-07-b 2000 Sft m2 6,471.59 17.65 3,279.80 34.82Khanki mixture, applied hot to barrage gates Second coat
13-08-a 100 Sft m2 3,872.10 300.20 2,790.00 416.64French polishing complete: On new work
13-08-b 100 Sft m2 1,950.74 150.10 1,395.00 209.90French polishing complete: On old work
13-09-a 100 Sft m2 482.62 18.68 173.60 51.93Varnishing wood work, including cleaning & preparing
surface : First coat
13-09-b 100 Sft m2 323.79 9.34 86.80 34.84Varnishing wood work, including cleaning & preparing
surface : Second coat
13-09-c 100 Sft m2 282.09 9.34 86.80 30.35Varnishing wood work, including cleaning & preparing
surface : Third coat
13-10-a 100 Sft m2 661.40 9.34 86.80 71.17Bitumen coating to plastered / cement concrete surface : 20
Ibs. per 100 sft.
13-10-b 100 Sft m2 947.60 56.04 520.80 101.96Bitumen coating to plastered / cement concrete surface : 14
Ibs. per 100 sft.
13-10-c 100 Sft m2 675.39 37.36 347.20 72.67Bitumen coating to plastered / cement concrete surface : 10
Ibs. per 100 sft.
13-11 Each Each 6.16 5.15 5.15 6.16Writing letters or figures
13-12-a 100 Sft m2 703.48 11.01 102.30 75.69Coaltar paint applied hot: First coat
13-12-b 100 Sft m2 400.94 6.67 62.00 43.14Coaltar paint applied hot: Second coat
Page 68 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PAINTING AND VARNISHINGChapter #
:
13
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
13-13-a 100 Sft m2 626.95 20.91 194.37 67.46Solignum paint applied hot: First coat
13-13-b 100 Sft m2 799.51 10.77 100.13 86.03Solignum paint applied hot: Second coat
13-14-a 100 Sft m2 471.58 20.91 194.37 50.74Creosote paint applied hot: First coat
13-14-b 100 Sft m2 285.93 10.77 100.13 30.77Creosote paint applied hot: Second coat
13-15 100 Sft m2 561.09 38.36 356.50 60.37Burning off or rubbing down with pumice stone, old paint
from wood work
13-16 100 Sft m2 187.90 15.01 139.50 20.22Removing with caustic soda,old paint from wood work
13-17 Each Each 65.13 26.50 26.50 65.13Painting distance marks with white ground and black
letterin on both faces
13-18 100 RFT m 6,873.51 191.01 5,821.95 225.51Painting two feet wide gauges, reading to 1/10th of a foot.
13-19 100 RFT m 3,310.64 95.50 2,910.98 108.62Painting sounding rods and other guages, reading to 1/10th
of a foot
13-20 100 RFT m 9,230.92 285.58 8,704.57 302.85Painting levelling staves
13-21-a Each Each 317.13 217.00 217.00 317.13The ratio in the rate
of 1st coat to 2nd coat
is 60 % to 40 % in the
labour as well as
composite rate
Painting & lettering (2 coats) on both sides with syn.
enamel paint : Mile/km posts
13-21-b Each Each 39.72 27.17 27.17 39.72Painting & lettering (2 coats) on both sides with syn.
enamel paint : Furlong or 1/10 km posts
13-21-c Each Each 386.57 286.44 286.44 386.57Painting & lettering (2 coats) on both sides with syn.
enamel paint : Sign posts
13-22 100 Sft m2 279.00 30.02 279.00 30.02Removing paint or varnish from wall
13-23-a 100 Sft m2 76.09 0.38 3.49 8.19Scraing of Khanki paint from barrage gates
13-23-b 100 Sft m2 142.35 7.51 69.75 15.32Scraping of Aluminium paint from barrage headworks
13-24 letter letter 18.95 13.89 13.89 18.95Painting letters with shade
13-25 100 Sft m2 491.10 45.03 418.50 52.84Scraping rust from old rails or girders
13-26 100 Sft m2 630.60 60.04 558.00 67.85Chiselling old paint from brick work
13-27 100 Sft m2 351.60 30.02 279.00 37.83Cleaning glasses with chalk and spirit etc
13-28 100 Sft m2 146.84 15.01 139.50 15.80Cleaning and oiling rafter or rolled steel beams
13-29 Each Each 300.27 279.00 279.00 300.27Cleaning and painting punkha poles, including fixing
hooks
13-30-a 100 Sft m2 793.33 37.36 347.20 85.36Preparing surface and painting with emulsion paint : First
coat
13-30-b 100 Sft m2 336.83 18.68 173.60 36.24Preparing surface and painting with emulsion paint : 2nd &
each subsequent coat.
13-31 100 Sft m2 3,431.76 61.71 573.50 369.26Pavement Marking using Reflective Chlorinated Rubber
Paint with Glass Beads as per specification
13-33 Job Job 129.87 41.23 41.23 129.87Repainting of ceiling fan (all sizes & types) incl painting of
blades, canopy etc with syn. enamel
Page 69 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PAINTING AND VARNISHINGChapter #
:
13
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
13-34 Job Job 348.25 286.75 286.75 348.25Repainting of iron poles with cross arms, with bitumen or
other approved paint
13-35-a 100 RFT m 370.47 5.89 179.57 12.15Repainting of pipes and specials of GI, MS or PVC conduit
etc : Upto 1.5" i/d
13-35-b 100 RFT m 631.35 8.84 269.36 20.71Repainting of pipes and specials of GI, MS or PVC conduit
etc : From 1.5" to 2" i/d
13-35-c 100 RFT m 777.41 11.78 359.15 25.51Repainting of pipes and specials of GI, MS or PVC conduit
etc : From 2" to 4" i/d
13-36 Job Job 88.04 44.17 44.17 88.04Repainting main switches & branch distribution boards of
all sizes & types with approved paint
13-37 100/coat m2 50.22 5.40 50.22 5.40The height will be
taken from the floor,
road or ground
underneath, as the
case may be, on side
towards which the
work is to be done.
Extra labour for painting, varnishing etc from 20' height &
above, for every additional 10'
13-38-a 100/coat m2 811.04 46.70 434.00 87.27Preparing surface & painting with snowcem / weathershield
paint : First coat
13-38-b 100/coat m2 422.10 23.35 217.00 45.42Preparing surface & painting with snowcem / weathershield
paint : 2nd & subsequent coats
Page 70 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-01-a Each Each 1,682.89 265.98 265.98 1,682.89Providing and Fixing glazed earthen ware WC European
type excluding cost of seat & cover : White
14-01-b Each Each 1,842.61 265.98 265.98 1,842.61Providing and Fixing glazed earthen ware WC European
type excluding cost of seat & cover : Coloured
14-02-a Each Each 367.96 4.96 4.96 367.96Providing and Fixing double seat & cover only : Bakelite
14-02-b Each Each 307.46 4.96 4.96 307.46Providing and Fixing double seat & cover only : Plastic
14-03-a Each Each 1,288.45 241.80 241.80 1,288.45Providing and Fixing glazed earthen ware WC squatting
type with built-in foot rests : White
14-03-b Each Each 1,669.60 241.80 241.80 1,669.60Providing and Fixing glazed earthen ware WC squatting
type with built-in foot rests : Coloured
14-04 Each Each 943.60 241.80 241.80 943.60Providing and Fixing white glazed earthernware WC
squatting type with separate foot rests
14-05-a-01 Each Each 1,611.05 322.40 322.40 1,611.05Providing and Fixing glazed earthen ware WHB complete
Size 22"x16" : White with pedestal
14-05-a-02 Each Each 1,792.55 322.40 322.40 1,792.55Providing and Fixing glazed earthen ware WHB complete
Size 22"x16" : Coloured with pedestal
14-05-a-03 Each Each 992.00 241.80 241.80 992.00Providing and Fixing glazed earthen ware WHB complete
Size 22"x16" : White without pedestal
14-05-a-04 Each Each 1,052.50 241.80 241.80 1,052.50Providing and Fixing glazed earthen ware WHB complete
Size 22"x16' : Coloured without pedestal
14-05-b-01 Each Each 2,161.60 322.40 322.40 2,161.60Providing and Fixing glazed earthen ware WHB complete
Size 25"x18" : White with pedestal
14-05-b-02 Each Each 2,241.46 322.40 322.40 2,241.46Providing and Fixing glazed earthen ware WHB complete
Size 25"x18" : Coloured with pedestal
14-05-b-03 Each Each 1,113.00 241.80 241.80 1,113.00Providing and Fixing glazed earthen ware WHB complete
Size 25"x18" : White without pedestal
14-05-b-04 Each Each 1,173.50 241.80 241.80 1,173.50Providing and Fixing glazed earthen ware WHB complete
Size 25"x18" : Coloured without pedestal
14-06-a Each Each 2,524.60 322.40 322.40 2,524.60Providing and Fixing stainless steel sink with drain board
size 48"x24", including set of brackets, waste pipe etc
14-06-b Each each 2,161.60 322.40 322.40 2,161.60Providing and fixing stainless steel sink with drain board
size 18"x36" including set of brackets, waste pipe etc
14-06-c Each each 4,146.00 322.40 322.40 4,146.00Providing and fixing stainless steel sink with drain board
size 18"x48" including set of brackets, waste pipe etc
14-06-d Each each 5,219.27 322.40 322.40 5,219.27Providing and fixing stainless steel sink with drain board
size 20"x60" including set of brackets, waste pipe etc
14-06-e Each each 8,514.10 322.40 322.40 8,514.10Providing and fixing stainless steel sink with drain board
size 20"x72" including set of brackets, waste pipe etc
14-07 Each Each 1,545.70 372.00 372.00 1,545.70Providing and Fixing terrazzo concrete sink 25"x18", with
drain board of mosaic, including set of brackets etc
14-08-a Each Each 1,133.10 322.40 322.40 1,133.10Providing and Fixing glazed earthen ware sink including
set of brackets, waste pipe etc : 25"x18"
Page 71 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-08-b Each Each 951.60 322.40 322.40 951.60Providing and Fixing glazed earthen ware sink including
set of brackets, waste pipe etc : 25"x18"
14-09 Each Each 866.90 322.40 322.40 866.90Providing and Fixing white glazed earthernware flat back
urinal
14-10-a Each Each 1,484.00 322.40 322.40 1,484.00Providing and Fixing glazed earthen ware low down
flushing cistern 3 gallons capacity : White
14-10-b Each Each 1,544.50 322.40 322.40 1,544.50Providing and Fixing glazed earthen ware low down
flushing cistern 3 gallons capacity : Coloured
14-11 Each Each 2,306.80 322.40 322.40 2,306.80Providing and Fixing white enamelled CI low down
flushing cistern (3 gallons capacity) including CP water
connection
14-12-a Each Each 2,185.80 322.40 322.40 2,185.80Providing and Fixing cast iron high level flushing cistern,
including high level flushing cistern including CP : 3
gallons
14-12-b Each Each 975.80 322.40 322.40 975.80Providing and Fixing cast iron high level flushing cistern,
including high level flushing cistern including CP : 1
gallon
14-13 Each Each 337.22 34.72 34.72 337.22Providing and Fixing CP soap dish.
14-14-a Each Each 185.97 34.72 34.72 185.97Providing and Fixing glazed earthen ware soap dish White
14-14-b Each Each 216.22 34.72 34.72 216.22Providing and Fixing glazed earthen ware soap dish
Coloured
14-15 Each Each 204.12 34.72 34.72 204.12Providing and Fixing CP toilet paper holder
14-16-a Each Each 240.42 34.72 34.72 240.42Providing and Fixing CP towel rail : 24" long, 3/4" dia
14-16-b Each Each 216.22 34.72 34.72 216.22Providing and Fixing CP towel rail : 20" long, 1/2" dia
14-17 Each Each 645.25 100.75 100.75 645.25Providing and Fixing best quality 5mm mirror 22"x16" size
14-18-a Each Each 463.18 39.68 39.68 463.18Providing and Fixing best quality 5mm glass shelf 24"x5"
With chromium plated brackets & railing
14-18-b Each Each 317.38 14.88 14.88 317.38Providing and Fixing best quality 5mm glass shelf 24"x5"
Glass shelf only, w/o chromium plated brackets
14-19-a Each Each 342.18 39.68 39.68 342.18Providing and Fixing glazed earthen ware shelf 24"x5"
with CP brackets & railing of : 24" length, 3/4" dia
14-19-b Each Each 402.68 39.68 39.68 402.68Providing and Fixing glazed earthen ware shelf 24"x5"
with CP brackets & railing of : 20" length, 1/2" dia
14-20-a Each Each 119.42 34.72 34.72 119.42Providing and Fixing Plastic soap dish.
14-20-b Each Each 137.57 34.72 34.72 137.57Providing and Fixing Plastic toilet paper holder.
14-20-c Each Each 119.42 34.72 34.72 119.42Providing and Fixing Plastic towel rail.
14-20-d Each Each 131.52 34.72 34.72 131.52Providing and Fixing Plastic shelf 24"x5" with
14-21-a Each Each 579.22 34.72 34.72 579.22Providing and Fixing CP pillar-cock, heavy type : 3/4"
14-21-b Each Each 417.08 34.72 34.72 417.08Providing and Fixing CP pillar-cock, heavy type : 1/2"
14-22-a Each Each 579.22 34.72 34.72 579.22Providing and Fixing CP stop-cock, heavy type : 3/4"
14-22-b Each Each 325.12 34.72 34.72 325.12Providing and Fixing CP stop-cock, heavy type : 1/2"
Page 72 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-23 Each Each 359.12 39.68 39.68 359.12Providing and Fixing underground stop-cock 1/2" with CP
cover
14-24-a Each Each 325.12 34.72 34.72 325.12Providing and Fixing CP bib-cock, heavy type : 3/4"
14-24-b Each Each 325.12 34.72 34.72 325.12Providing and Fixing CP bib-cock, heavy type : 1/2"
14-25 Each Each 325.12 34.72 34.72 325.12Providing and Fixing 1/2" CP tee stop cock
14-26-a Each Each 325.12 34.72 34.72 325.12Providing and Fixing CP shower rose : 1/2"x4"
14-26-b Each Each 373.52 34.72 34.72 373.52Providing and Fixing CP shower rose : 3/4"x6"
14-27 Each Each 2,696.72 34.72 34.72 2,696.72Providing and Fixing CP mixing valve for WHB, sink or
shower
14-28-a Each Each 644.68 39.68 39.68 644.68Reduce the composite
rate by 10 % incase
brase peet / gate valve
are used.
Providing and Fixing gun metal peet / gate valve (screwed)
1¬" dia
14-28-b Each Each 765.68 39.68 39.68 765.68Providing and Fixing gun metal peet / gate valve (screwed)
1«" dia
14-28-c Each Each 886.68 39.68 39.68 886.68Providing and Fixing gun metal peet / gate valve (screwed)
2" dia
14-28-d Each Each 2,399.18 39.68 39.68 2,399.18Providing and Fixing gun metal peet / gate valve (screwed)
2«" dia
14-28-e Each Each 3,064.68 39.68 39.68 3,064.68Providing and Fixing gun metal peet / gate valve (screwed)
3" dia
14-29-a Each Each 579.22 34.72 34.72 579.22Providing and Fixing CP or brass oxidized swan-neck cock
1/2" dia : Single way
14-29-b Each Each 947.18 39.68 39.68 947.18Providing and Fixing CP or brass oxidized swan-neck cock
1/2" dia : Double way
14-29-c Each Each 1,259.60 49.60 49.60 1,259.60Providing and Fixing CP or brass oxidized swan-neck cock
1/2" dia : Three way
14-30-a Each Each 234.37 34.72 34.72 234.37Providing and Fixing brass union 1/2" dia
14-30-b Each Each 288.82 34.72 34.72 288.82Providing and Fixing brass union 3/4" dia
14-31-a Each Each 222.70 77.50 77.50 222.70Providing and Fixing CI floor trap including CI grating &
concrete chamber all round : 4"x2"
14-31-b Each Each 501.00 77.50 77.50 501.00Providing and Fixing CI floor trap including CI grating &
concrete chamber all round : 4"x3"
14-32-a Each Each 747.35 69.75 69.75 747.35Providing and Fixing 'P' trap including GI grating & PCC
chamber 4" of cast iron
14-32-b Each Each 124.20 69.75 69.75 124.20Providing and Fixing 'P' trap including GI grating & PCC
chamber 4" glazed
14-33 Each Each 418.75 116.25 116.25 418.75Providing and Fixing 4" gully trap with PCC, including
masonry chamber 1'x1' and PVC grating 6"x6"
14-34-a-01 1 RFT m 451.55 77.52 23.63 1,481.48Providing and fitting CI soil pipe with : Lead & yarn
caulked joint : 4" dia.
Page 73 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-34-a-02 1 RFT m 301.40 38.76 11.81 988.85Providing and fitting CI soil pipe with : Lead & yarn
caulked joint : 2" dia.
14-34-b-01 1 RFT m 436.80 77.52 23.63 1,433.06Providing and fitting CI soil pipe with : Cement caulked
joint : 4" dia
14-34-b-02 1 RFT m 286.64 38.76 11.81 940.44Providing and fitting CI soil pipe with : Cement caulked
joint : 2" dia
14-35-a 1 RFT m 75.63 19.38 5.91 248.13Providing and Fixing AC soil pipe with cement caulked
joint including all specials : 1¬" i/d
14-35-b 1 RFT m 92.38 23.26 7.09 303.10Providing and Fixing AC soil pipe with cement caulked
joint including all specials : 3¬" i/d
14-35-c 1 RFT m 126.44 38.76 11.81 414.83Providing and Fixing AC soil pipe with cement caulked
joint including all specials : 4" i/d
14-35-d 1 RFT m 180.66 62.02 18.90 592.71Providing and Fixing AC soil pipe with cement caulked
joint including all specials : 6" i/d
14-36-a Each Each 363.07 96.88 96.88 363.08Increase the
composite rate by 3
%, in case of plug
type.
Providing and Fixing CI specials, such as tees, bends etc
Lead caulked joint
14-36-b Each Each 314.67 96.88 96.88 314.67Providing and Fixing CI specials, such as tees, bends etc
Cement caulked joint
14-37-a Each Each 1,260.06 50.06 50.06 1,260.06Supply and Fixing CI manhole cover with frame etc
complete 12" dia
14-37-b Each Each 1,713.81 50.06 50.06 1,713.81Supply and Fixing CI manhole cover with frame etc
complete 18" dia
14-37-c Each Each 2,712.06 50.06 50.06 2,712.06Supply and Fixing CI manhole cover with frame etc
complete 24" dia
14-37-d Each each 2,122.75 217.00 217.00 2,122.75Providing & Fixing Steel manhole cover with frame
18"x18" full heavy duty
14-38 1 RFT m 142.81 226.98 69.18 468.55Providing and Fixing RCC pipe 4" dia, including laying &
jointing in trenches
14-39-a Each Each 252.52 34.72 34.72 252.52Providing and Fixing brass stop/bib cock : 1/2" dia
14-39-b Each Each 349.32 34.72 34.72 349.32Providing and Fixing brass stop/bib cock : 3/4" dia
14-40 Each Each 209.25 209.25 209.25 209.25Hoisting & Placing in position precast RC latrine seat
14-41-a Each Each 221.18 39.68 39.68 221.18Providing and Fixing CP waste coupling : 1.25"
14-41-b Each Each 245.38 39.68 39.68 245.38Providing and Fixing CP waste coupling : 1.5"
14-42-a Each Each 74.09 1.49 1.49 74.09Providing and Fixing rubber plug with chain : 1.25"
14-42-b Each Each 86.19 1.49 1.49 86.19Providing and Fixing rubber plug with chain : 1.5"
14-43-a Each Each 83.12 34.72 34.72 83.12Providing and Fixing waste pipe of PVC : 1.25"
14-43-b Each Each 119.42 34.72 34.72 119.42Providing and Fixing waste pipe of PVC : 1.5"
14-44-a Each Each 67.15 24.80 24.80 67.15Providing and Fixing flushing bend of PVC : 1.25"
14-44-b Each Each 97.40 24.80 24.80 97.40Providing and Fixing flushing bend of PVC : 1.5"
Page 74 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-45-a Each Each 947.18 39.68 39.68 947.18Providing and Fixing CP bottle trough with waste pipe :
1.25" i/d
14-45-b Each Each 1,249.68 39.68 39.68 1,249.68Providing and Fixing CP bottle trough with waste pipe :
1.5" i/d
14-46-a Each Each 112.28 39.68 39.68 112.28Providing and Fixing angle iron brackets for : WHB and
cistern
14-46-b Each Each 124.38 39.68 39.68 124.38Providing and Fixing angle iron brackets for : Sink
14-47-a Each Each 45.13 14.88 14.88 45.13Providing and Fixing 1/2" dia connection including check
nuts etc Plastic rubber connection
14-47-b Each Each 54.81 14.88 14.88 54.81Providing and Fixing 1/2" dia connection including check
nuts etc Copper connection
14-47-c Each Each 147.98 14.88 14.88 147.98Providing and Fixing 1/2" dia connection including check
nuts etc CP connection
14-48-a Each Each 179.92 34.72 34.72 179.92Providing and Fixing brass ball float valve 1/2" dia
14-48-b Each Each 198.07 34.72 34.72 198.07Providing and Fixing brass ball float valve 3/4" dia
14-48-c Each Each 337.22 34.72 34.72 337.22Providing and Fixing brass ball float valve 1" dia
14-48-d Each Each 415.87 34.72 34.72 415.87Providing and Fixing brass ball float valve 1.25" dia
14-48-e Each Each 700.22 34.72 34.72 700.22Providing and Fixing brass ball float valve 1.5" dia
14-48-f Each Each 942.22 34.72 34.72 942.22Providing and Fixing brass ball float valve 2" dia
14-49-a 1 RFT m 318.21 317.92 96.90 1,044.00Providing and Fixing 4" dia MS high pressure seamwelded
pipe & specials complete : 2" dia
14-49-b 1 RFT m 261.93 254.34 77.52 859.34Providing and Fixing 4" dia MS high pressure seamwelded
pipe & specials complete : 1" dia
14-50-a Each Each 10,067.50 387.50 387.50 10,067.50Providing and Fixing Audco type valve : 4" dia
14-50-b Each Each 5,600.00 155.00 155.00 5,600.00Providing and Fixing Audco type valve : 2" dia
14-50-c Each Each 1,931.25 116.25 116.25 1,931.25Providing and Fixing Audco type valve : 1" dia
14-51-a Each Each 1,309.80 124.00 124.00 1,309.80Providing and Fixing pressure regulator : No. 103
14-51-b Each Each 1,092.00 124.00 124.00 1,092.00Providing and Fixing pressure regulator : No. 043
14-51-c Each Each 704.80 124.00 124.00 704.80Providing and Fixing pressure regulator : People type
14-52-a Each Each 10,672.50 387.50 387.50 10,672.50Providing and Fixing high pressure flange type valve : 4"
dia
14-52-b Each Each 4,874.00 155.00 155.00 4,874.00Providing and Fixing high pressure flange type valve : 2"
dia
14-52-c Each Each 1,892.50 77.50 77.50 1,892.50Providing and Fixing high pressure flange type valve : 1"
dia
14-53 Each Each 24.56 14.88 14.88 24.56Providing and Fixing nipple or bush 1/4" to 3/8" i/d
14-54-a Each Each 803.50 77.50 77.50 803.50Providing and Fixing eclipse cock : 1" dia
14-54-b Each Each 779.30 77.50 77.50 779.30Providing and Fixing eclipse cock : 3/4" dia
14-55-a 1 RFT m 188.34 101.52 30.94 617.91Providing and Fixing GI pipe(light) & including specials
complete 2" dia
Page 75 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-55-b 1 RFT m 156.06 101.52 30.94 512.00Providing and Fixing GI pipe(light) & including specials
complete 1.5" dia
14-55-c 1 RFT m 129.80 101.52 30.94 425.85Providing and Fixing GI pipe(light) & including specials
complete 1.25" dia
14-55-d 1 RFT m 95.05 58.98 17.98 311.85Providing and Fixing GI pipe(light) & including specials
complete 1" dia
14-55-e 1 RFT m 72.67 58.70 17.89 238.41Providing and Fixing GI pipe(light) & including specials
complete 3/4" dia
14-55-f 1 RFT m 53.83 50.76 15.47 176.60Providing and Fixing GI pipe(light) & including specials
complete 1/2" dia
14-56-a Each Each 206.00 12.40 12.40 206.00Providing and Fixing oxidized gas cock : 1" dia.
14-56-b Each Each 133.40 12.40 12.40 133.40Providing and Fixing oxidized gas cock : 3/4" dia.
14-56-c Each Each 109.20 12.40 12.40 109.20Providing and Fixing oxidized gas cock : 1/2" dia.
14-57-a Each Each 117.43 2.48 2.48 117.43Providing and Fixing brass gas cock : 1/2" dia
14-57-b Each Each 196.08 2.48 2.48 196.08Providing and Fixing brass gas cock : 3/4" dia
14-58-a Each Each 93.53 14.88 14.88 93.53Providing and Fixing 1/4" CP or oxidized gas cock Single
way
14-58-b Each Each 115.55 24.80 24.80 115.55Providing and Fixing 1/4" CP or oxidized gas cock Two
way
14-58-c Each Each 148.58 39.68 39.68 148.58Providing and Fixing 1/4" CP or oxidized gas cock Three
way
14-59-a Each Each 1,101.00 496.00 496.00 1,101.00Providing and Fixing approved best quality light burners
Single
14-59-b Each Each 2,129.50 496.00 496.00 2,129.50Providing and Fixing approved best quality light burners
Double
14-60-a Each Each 3,521.00 496.00 496.00 3,521.00Providing and Fixing approved best quality gas room
heaters Single pannel
14-60-b Each Each 4,126.00 496.00 496.00 4,126.00Providing and Fixing approved best quality gas room
heaters Double pannel
14-61-a Each Each 5,699.00 496.00 496.00 5,699.00Providing and Fixing approved best quality cooking range
with 2 burners & oven
14-61-b Each Each 6,667.00 496.00 496.00 6,667.00Providing and Fixing approved best quality cooking range
with 2 burners, oven & rostary
14-61-c Each Each 9,208.00 496.00 496.00 9,208.00Providing and Fixing approved best quality cooking range
with 3 burners, oven & hot case
14-61-d Each Each 13,806.00 496.00 496.00 13,806.00Providing and Fixing approved best quality cooking range
with 3 burners, oven, hot case & roastary
14-61-e Each Each 19,009.00 496.00 496.00 19,009.00Providing and Fixing approved best quality cooking range
with 5 burners, oven, hot case & roastary
14-62-a Each Each 9,692.00 496.00 496.00 9,692.00Providing and Fixing approved best quality gas water
heaters 20 gallons capacity
Page 76 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-62-b Each Each 11,386.00 496.00 496.00 11,386.00Providing and Fixing approved best quality gas water
heaters 30 gallons capacity
14-62-c Each Each 13,806.00 496.00 496.00 13,806.00Providing and Fixing approved best quality gas water
heaters 50 gallons capacity
14-63-a Each Each 340.30 62.00 62.00 340.30Providing and Fixing gas cross burners : 6" Size
14-63-b Each Each 400.80 62.00 62.00 400.80Providing and Fixing gas cross burners : 9" Size
14-63-c Each Each 485.50 62.00 62.00 485.50Providing and Fixing gas cross burners : 12" Size
14-64-a Each Each 572.30 148.80 148.80 572.30Providing and Fixing gas nozzle star burner with injector
12" nozzle
14-64-b Each Each 729.60 148.80 148.80 729.60Providing and Fixing gas nozzle star burner with injector
18" nozzle
14-64-c Each Each 790.10 148.80 148.80 790.10Providing and Fixing gas nozzle star burner with injector
24" nozzle
14-64-d Each Each 1,177.30 148.80 148.80 1,177.30Providing and Fixing gas nozzle star burner with injector
32" nozzle
14-65 Each Each 158.50 49.60 49.60 158.50Providing and Fixing flue pipe for gas room heater any
type/make
14-66 Each Each 4,383.80 148.80 148.80 4,383.80Providing and Fixing gas twin burners with stand complete
Imperial make
14-67 Pair Pair 304.00 62.00 62.00 304.00Providing and Fixing angle iron frame wall type brackets
for gas room heater
14-68-a Each Each 1,028.80 387.50 387.50 1,028.80Providing and Fixing gas tandoor complete : 24" nozzle
14-68-b Each Each 1,609.75 581.25 581.25 1,609.75Providing and Fixing gas tandoor complete : 32" nozzle
14-68-c Each Each 2,384.15 581.25 581.25 2,384.15Providing and Fixing gas tandoor complete : 48" nozzle
14-69-a-01 Each Each 11,115.00 775.00 775.00 11,115.00P/F Fibre Glass Water Tank (Shalimar/Spectrum) 300
gallons
14-69-a-02 Each Each 13,948.04 775.00 775.00 13,948.04P/F Fibre Glass Water Tank (Sepctrum/Shalimar) 400
gallons
14-69-b-01 Each Each 8,574.00 775.00 775.00 8,574.00P/F Polyethylene Water Tank (Super Tuff) 200 gallons
(Horizontal)
14-69-b-02 Each Each 15,426.34 1,581.00 1,581.00 15,426.34Supplying and Fixing Polyethylene Water Tank (Super
Tuff) 400 gallons (Vertical)
14-69-b-03 Each Each 18,454.06 1,581.00 1,581.00 18,454.06P/F Polyethylene Water Tank (Super Tuff) 500 gallons
(Vertical)
14-69-b-04 Each Each 35,095.69 2,108.00 2,108.00 35,095.69P/F Polyethylene Water Tank (Super Tuff) 1000 gallons
(Vertical)
14-69-b-05 Each Each 50,207.31 3,162.00 3,162.00 50,207.31P/F Polyethylene Water Tank (Super Tuff) 1500 gallons
(Vertical)
14-70-a 1 RFT m 339.30 77.52 23.63 1,113.19Providing and Fixing of pipe type B nikasi system
including testing in all respect 110 mm (using dadex, or eq)
14-70-b 1 RFT m 188.36 77.52 23.63 617.99Providing and Fixing of pipe type B nikasi system
including testing in all respect 75 mm (using dadex, or eq)
Page 77 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-71-a 1 RFT m 81.02 50.76 15.47 265.83Providing and Fixing of poly dex high pressure PPR(green
including testing ect complete 25 mm(including all special
ect)
14-71-b 1 RFT m 73.96 50.76 15.47 242.64Providing and Fixing of poly dex high pressure PPR(green
including testing ect complete 20 mm(including all special
ect)
14-72-a 20 Rft m 25.83 1.94 11.81 4.24Providing of plumbing tape insulation on G.I pipe
complete 1/2" dia
14-72-b 20 Rft m 32.84 1.94 11.81 5.39Providing of plumbing tape insulation on G.I pipe
complete 3/4" dia
14-72-c 20 Rft m 39.85 1.94 11.81 6.54Providing of plumbing tape insulation on G.I pipe
complete 1" dia
14-72-d 20 Rft m 46.86 1.94 11.81 7.69Providing of plumbing tape insulation on G.I pipe
complete 1.5" dia
14-72-e 20 Rft m 53.87 1.94 11.81 8.84Providing of plumbing tape insulation on G.I pipe
complete 2" dia
14-72-f 20 Rft m 60.88 1.94 11.81 9.99Providing of plumbing tape insulation on G.I pipe
complete 2.5" dia
14-73-a 20 Rft m 636.00 5.09 31.00 104.33Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 1/2" dia
14-73-b 20 Rft m 678.35 5.09 31.00 111.28Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 3/4" dia
14-73-c 20 Rft m 817.50 5.09 31.00 134.10Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 1" dia
14-73-d 20 Rft m 896.15 5.09 31.00 147.01Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 1.5" dia
14-73-e 20 Rft m 926.40 5.09 31.00 151.97Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 2" dia
14-73-f 20 Rft m 1,071.60 5.09 31.00 175.79Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 2.5" dia
14-73-g 20 Rft m 1,228.90 5.09 31.00 201.59Providing of thermal insulation of high density (64kg/m3)
fiber glass pipe insulation faced with aluminium foil for
chilled/hot water piping complete 3" dia
14-74-a Each each 13,624.50 496.00 496.00 13,624.50Providing and Fixing Gas water Geyser "Singer" 30 gallons
SG 35 DLX with imported (American) Thermostat
Page 78 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-74-b Each each 14,713.50 496.00 496.00 14,713.50Providing and Fixing Gas water Geyser "Singer" 35 gallons
SG 35 DLX with imported (American) Thermostat
14-75-a Each each 14,347.55 124.00 124.00 14,347.55Providing & Fixing "Singer" Cooking Range Model 307 (3
Burners Black), Bigger size
14-75-b Each each 12,792.70 124.00 124.00 12,792.70Providing & Fixing "Singer" Cooking Range Model 308 (3
Burners Black), Smaller size
14-76 Each each 16,241.20 124.00 124.00 16,241.20Providing & Fixing "Singer" Cooking Range Model 310 (3
Burners White)
14-77 Each each 18,032.00 124.00 124.00 18,032.00Providing & Fixing "Singer" Cooking Range Model 312 (5
Burners), (Automatic)
14-78 Each each 809.55 77.50 77.50 809.55Supply and Fixing low level plastic flushing cistern.
14-79-a Each each 6,831.22 306.90 306.90 6,831.22Supply and fixing of 0.5 HP Monoblock water pump
1.25"x1" single phase upto 72 ft head (Deen Pump Type
SE) i/c all accessories.
14-79-b Each each 8,380.02 306.90 306.90 8,380.02Supply and fixing of 1.0 HP Monoblock water pump
1.25"x1" single phase upto 90 ft head (Deen Pump Type
SE) i/c all accessories.
14-79-c Each each 9,316.56 306.90 306.90 9,316.56Supply and fixing of 1.0 HP Monoblock water pump
1.25"x1" single phase upto 88 ft head (Deen Pump Type
DE-S2) i/c all accessories.
14-79-d Each each 9,671.09 306.90 306.90 9,671.09Supply and fixing of 1.5 HP Monoblock water pump
1.25"x1" single phase upto 130 ft head (Deen Pump Type
DE-S2) i/c all accessories.
14-80-a Each each 13,597.54 306.90 306.90 13,597.54Supply and fixing of 2.0 HP Monoblock water pump
1.5"x1.25" 3 stage model DE-S3 (DEENS' PUMPS) single
phase for 150 ft head with all accessories.
14-80-b Each each 14,551.02 306.90 306.90 14,551.02Supply and fixing of 2.0 HP Monoblock water pump
1.5"x1.5" 4 stage model DE-S4 (DEENS' PUMPS) single
phase for 190 ft head with all accessories.
14-80-c Each each 14,964.84 306.90 306.90 14,964.84Supply and fixing of 2.0 HP Monoblock water pump
2"x2" size 1 stage SE model (DEENS' PUMPS) single
phase for 65 ft head with all accessories and fittings.
14-81-a Each each 16,641.90 306.90 306.90 16,641.90Supply and fixing of 3.0 HP Monoblock water pump
1.5"x1.5" size 5 stage DE-S5 model (DEENS' PUMPS)
single phase for 220 ft head with all accessories
14-81-b Each each 20,345.71 306.90 306.90 20,345.71Supply and fixing of 3.0 HP Monoblock water pump
1.5"x1.25" size 6 stage DE-S6 model (DEENS' PUMPS)
single phase for 260 ft head with all accessories
14-81-c Each each 21,402.04 306.90 306.90 21,402.04Supply and fixing of 4.0 HP Monoblock water pump
1.5"x1.25" size 7 stage DN-S7 model (DEENS' PUMPS)
single phase for 300 ft head with all accessories
Page 79 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #
:
14
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
14-81-d Each each 21,372.83 542.50 542.50 21,372.83Supply and fixing of 3.0 HP Monoblock water pump
2.5"x2" size 2 stage DE-S2 model (DEENS' PUMPS)
single phase for 100 ft head with all accessories
14-81-e Each each 20,513.66 306.90 306.90 20,513.66Supply and fixing of 4.0 HP Monoblock water pump
1.5"x2" size 3 stage DN-S3 model (DEENS' PUMPS)
single phase for 130 ft head with all accessories
14-81-f Each each 21,716.05 542.50 542.50 21,716.05Supply and fixing of 4.0 HP Monoblock water pump
1.5"x2" size 4 stage DN-S4 model (DEENS' PUMPS)
single phase for 160 ft head with all accessories
14-81-g Each each 20,585.17 306.90 306.90 20,585.17Supply and fixing of 3.0 HP Monoblock water pump
3"x3" size 1 stage P.P model (DEENS' PUMPS) single
phase for 60 ft head with all accessories
14-81-h Each each 23,284.68 306.90 306.90 23,284.68Supply and fixing of 4.0 HP Monoblock water pump
3"x2.5" size 1stage P.P model (DEENS' PUMPS) single
phase for 60 ft head with all accessories
14-82-a Each each 9,334.55 1,100.50 1,100.50 9,334.55Supply and fixing of 1.0 HP Deep well water pump 1"x1"
size 1stage Jet S-1 model (DEENS' PUMPS) single phase
for 60 ft suction and upto 60 ft head with all accessories
14-82-b Each each 12,593.08 1,100.50 1,100.50 12,593.08Supply and fixing of 2.0 HP Deep well water pump 1"x1"
size 2 stage Jet S-2 model (DEENS' PUMPS) single phase
for 80 ft suction and upto 80 ft head with all accessories
14-82-c Each each 15,255.08 1,100.50 1,100.50 15,255.08Supply and fixing of 3.0 HP Deep well water pump 1"x1"
size 3 stage Jet S-3 model (DEENS' PUMPS) single phase
for 120 ft suction and upto 120 ft head with all accessories
14-82-d Each each 17,999.36 1,100.50 1,100.50 17,999.36Supply and fixing of 4.0 HP Deep well water pump 1"x1"
size 4 stage Jet S-4 model (DEENS' PUMPS) single phase
for 160 ft suction and upto 160 ft head with all accessories
14-83 Each each 27,426.00 806.00 806.00 27,426.00Providing & Fixing Solar Geysers 35 gallons capacity (a
product of Enercon, National Energy Conservation Centre
Islamabad)
Page 80 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-01-a-01 1 RFT m 26.37 23.57 7.18 86.50Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 1/2" i/d
15-01-a-02 1 RFT m 32.64 23.57 7.18 107.08Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 3/4" i/d
15-01-a-03 1 RFT m 40.05 23.57 7.18 131.40Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 1" i/d
15-01-a-04 1 RFT m 45.73 23.57 7.18 150.04Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 1.25" i/d
15-01-a-05 1 RFT m 51.27 23.57 7.18 168.20Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 1.5" i/d
15-01-a-06 1 RFT m 68.81 23.57 7.18 225.75Supply and Erection MS conduit pipe for wiring purpose
comp. On surface including clamps etc: 2" i/d
15-01-b-01 1 RFT m 46.36 58.92 17.96 152.11Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 1/2" i/d
15-01-b-02 1 RFT m 52.63 58.92 17.96 172.68Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 3/4" i/d
15-01-b-03 1 RFT m 60.05 58.92 17.96 197.01Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 1" i/d
15-01-b-04 1 RFT m 65.73 58.92 17.96 215.65Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 1.25" i/d
15-01-b-05 1 RFT m 71.26 58.92 17.96 233.80Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 1.5" i/d
15-01-b-06 1 RFT m 85.47 58.92 17.96 280.40Supply and Erection MS conduit pipe for wiring purpose
comp. Recessed in walls including chase etc : 2" i/d
15-02-a-01 1 RFT m 18.23 11.78 3.59 59.81Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 1/2" i/d
15-02-a-02 1 RFT m 9.70 11.78 3.59 31.81Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 3/4" i/d
15-02-a-03 1 RFT m 22.92 11.78 3.59 75.20Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 1" i/d
15-02-a-04 1 RFT m 36.29 17.39 5.30 119.06Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 1.25" i/d
15-02-a-05 1 RFT m 34.74 23.57 7.18 113.98Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 1.5" i/d
15-02-a-06 1 RFT m 30.62 15.02 4.58 100.47Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 2" i/d
15-02-a-07 1 RFT m 53.25 17.97 5.48 174.70Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 3" i/d
15-02-a-08 1 RFT m 63.33 23.19 7.07 207.76Supply and Erection PVC pipe for wiring purpose
complete On surface including clamps etc: 4" i/d
15-02-b-01 1 RFT m 25.41 35.35 10.77 83.38Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 1/2" i/d
Page 81 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-02-b-02 1 RFT m 35.40 35.35 10.77 116.13Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 3/4" i/d
15-02-b-03 1 RFT m 39.84 35.35 10.77 130.72Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 1" i/d
15-02-b-04 1 RFT m 53.76 35.35 10.77 176.36Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 1.25" i/d
15-02-b-05 1 RFT m 51.85 47.13 14.37 170.10Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 1.5" i/d
15-02-b-06 1 RFT m 54.48 58.92 17.96 178.74Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 2" i/d
15-02-b-07 1 RFT m 78.54 70.70 21.55 257.69Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 3" i/d
15-02-b-08 1 RFT m 93.52 88.37 26.94 306.83Supply and Erection PVC pipe for wiring purpose
complete Recessed in walls including chase etc : 4" i/d
15-03-a 1 RFT m 32.92 13.61 4.15 108.02Supply and Erection GI flexible pipe for wiring purpose
complete 1/2" i/d
15-03-b 1 RFT m 48.06 19.70 6.00 157.67Supply and Erection GI flexible pipe for wiring purpose
complete 3/4" i/d
15-03-c 1 RFT m 67.51 22.99 7.01 221.48Supply and Erection GI flexible pipe for wiring purpose
complete 1" i/d
15-03-d 1 RFT m 87.28 24.92 7.59 286.34Supply and Erection GI flexible pipe for wiring purpose
complete 1.25" i/d
15-03-e 1 RFT m 102.03 24.92 7.59 334.76Supply and Erection GI flexible pipe for wiring purpose
complete 1.5" i/d
15-03-f 1 RFT m 128.27 40.81 12.44 420.84Supply and Erection GI flexible pipe for wiring purpose
complete 2" i/d
15-03-g 1 RFT m 202.80 42.11 12.83 665.37Supply and Erection GI flexible pipe for wiring purpose
complete 3" i/d
15-04-a 1 RFT m 5.39 6.09 1.85 17.67Additional width
required to
accommodate wire
will be provided by
erection of additional
strips.
Supply and Erection Sahl wood strip batten for wiring
complete 1/2" i/d
15-04-b 1 RFT m 8.41 6.09 1.85 27.59Supply and Erection Sahl wood strip batten for wiring
complete 3/4" i/d
15-04-c 1 RFT m 4.09 6.09 1.85 13.43Supply and Erection Sahl wood strip batten for wiring
complete 1" i/d
15-05-a 1 RFT m 7.32 8.21 2.50 24.01Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 3/0.029"
15-05-b 1 RFT m 9.54 8.25 2.51 31.31Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 3/0.036"
Page 82 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-05-c 1 RFT m 12.76 7.73 2.36 41.87Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 7/0.029"
15-05-d 1 RFT m 14.89 7.73 2.36 48.86Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 7/0.036"
15-05-e 1 RFT m 25.81 19.33 5.89 84.67Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 7/0.044"
15-05-f 1 RFT m 50.14 28.99 8.84 164.52Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 7/0.064"
15-05-g 1 RFT m 118.01 48.32 14.73 387.19Supply and Erection single core PVC insulated copper
conductor 250/440 V grade cable : 19/0.064"
15-06-a 1 RFT m 8.91 13.53 4.12 29.25Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 3/0.029"
15-06-b 1 RFT m 11.13 13.53 4.12 36.51Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 3/0.036"
15-06-c 1 RFT m 14.67 15.46 4.71 48.13Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 7/0.029"
15-06-d 1 RFT m 31.27 15.46 4.71 102.60Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 7/0.036"
15-06-e 1 RFT m 29.41 25.12 7.66 96.50Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 7/0.044"
15-06-f 1 RFT m 57.90 38.66 11.78 189.95Supply and Erection single core PVC insulated+sheathed
copper conductor 250/440 V grade cable : 7/0.064"
15-07-a 1 RFT m 70.81 38.66 11.78 232.31Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 7/0.064"
15-07-b 1 RFT m 62.45 65.70 20.03 204.89Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 19/0.052"
15-07-c 1 RFT m 108.56 65.70 20.03 356.17Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 19/0.064"
15-07-d 1 RFT m 203.44 96.65 29.46 667.47Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 19/0.083"
15-07-e 1 RFT m 311.96 241.63 73.65 1,023.48Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 37/0.072"
15-07-f 1 RFT m 372.82 241.63 73.65 1,223.17Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 37/0.083"
15-07-g 1 RFT m 534.03 241.63 73.65 1,752.06Supply and Erection single core PVC insulated & sheathed
copper conductor, 660/1100V cable : 37/0.103"
15-08-a 1 RFT m 12.17 9.66 2.94 39.91Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 3/0.029"
15-08-b 1 RFT m 17.33 9.66 2.94 56.86Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 3/0.036"
15-08-c 1 RFT m 24.78 13.53 4.12 81.29Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 7/0.029"
Page 83 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-08-d 1 RFT m 40.31 13.53 4.12 132.26Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 7/0.036"
15-08-e 1 RFT m 50.24 13.53 4.12 164.82Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 7/0.044"
15-08-f 1 RFT m 89.33 13.53 4.12 293.08Supply and Erection twin core PVC insulated & sheathed
copper conductor 250/440 V grade cable : 7/0.064"
15-09-a Each Each 86.53 44.17 44.17 86.53Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 4"x4"
15-09-b Each Each 125.45 58.90 58.90 125.45Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 7"x4"
15-09-c Each Each 152.27 73.63 73.63 152.27Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 9"x4"
15-09-d Each Each 233.55 88.35 88.35 233.55Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 8"x10"
15-09-e Each Each 311.72 106.02 106.02 311.72Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 10"x12"
15-09-f Each Each 395.94 123.69 123.69 395.94Supply and Erection MS sheet box of 16 SWG, 4"deep
with 3/16" thick bakelite sheet top etc. complete : 12"x14"
15-10-a Each Each 14.89 8.84 8.84 14.89Supply and Erection Sahl wood board, 1.75" deep : 3" dia
15-10-b Each Each 33.76 26.50 26.50 33.76Supply and Erection Sahl wood board, 1.75" deep : 4"x4"
15-10-c Each Each 68.86 26.50 26.50 68.86Supply and Erection Sahl wood board, 1.75" deep : 7"x4"
15-10-d Each Each 84.58 26.50 26.50 84.58Supply and Erection Sahl wood board, 1.75" deep : 8"x10"
15-10-e Each Each 102.05 29.45 29.45 102.05Supply and Erection Sahl wood board, 1.75" deep :
10"x12"
15-10-f Each Each 114.15 29.45 29.45 114.15Supply and Erection Sahl wood board, 1.75" deep :
12"x14"
15-11-a-01 Each Each 870.05 265.05 265.05 870.05Reduce the labour
and composite rates
by 20 % in case, base
frame is already
installed.
Supply and Erection of iron/aluminium clad, 500V main
switch Double pole : 15/20 Amp.
15-11-a-02 Each Each 991.05 265.05 265.05 991.05Supply and Erection of iron/aluminium clad, 500V main
switch Double pole : 30/35 Amp.
15-11-a-03 Each Each 3,290.05 265.05 265.05 3,290.05Supply and Erection iron/aluminium clad 500 volts main
switch Double Pole : 60/65 Amp
15-11-a-04 Each Each 4,500.05 265.05 265.05 4,500.05Supply and Erection iron/aluminium clad 500 volts main
switch Double Pole : 100 Amp
15-11-b-01 Each Each 991.05 265.05 265.05 991.05Supply and Erection of iron/aluminium clad, 500V main
switch Triple pole with neutral link : 15/20 Amp.
15-11-b-02 Each Each 1,233.05 265.05 265.05 1,233.05Supply and Erection of iron/aluminium clad, 500V main
switch Triple pole with neutral link : 30/35 Amp.
Page 84 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-11-b-03 Each Each 1,805.40 353.40 353.40 1,805.40Supply and Erection of iron/aluminium clad, 500V main
switch Triple pole with neutral link : 60/65 Amp.
15-11-b-04 Each Each 2,388.64 441.75 441.75 2,388.64Supply and Erection of iron/aluminium clad, 500V main
switch Triple pole with neutral link : 100 Amp.
15-12-a Each Each 3,777.25 147.25 147.25 3,777.25Reduce the labour
and composite rates
by 20 % in case, base
frame is already
installed.
Supply and Erection or iron/aluminium clad, 500V main
switch with triple pole, complete : 60 Amp.
15-12-b Each Each 4,382.25 147.25 147.25 4,382.25Supply and Erection or iron/aluminium clad, 500V main
switch with triple pole, complete : 100 Amp.
15-12-c Each Each 5,075.60 235.60 235.60 5,075.60Supply and Erection or iron/aluminium clad, 500V main
switch with triple pole, complete : 200 Amp.
15-12-d Each Each 6,043.60 235.60 235.60 6,043.60Supply and Erection or iron/aluminium clad, 500V main
switch with triple pole, complete : 300 Amp.
15-12-e Each Each 8,463.60 235.60 235.60 8,463.60Supply and Erection or iron/aluminium clad, 500V main
switch with triple pole, complete : 500 Amp.
15-13 Each Each 189.62 5.89 5.89 189.62Reduce the labour
and composite rates
by 20 % in case, base
frame is already
installed.
Supply and Erection plain pendent lamp holder, complete
with bakelite lamp holder & flexible twin wire of 2m
15-14 Each Each 53.39 11.04 11.04 53.39Supply and Erection 9" long swan neck plain
brass/steel/brass oxidised bracket lamp holder, complete
15-15 Each Each 53.81 23.56 23.56 53.81Supply and Erection wall/pole type bracket with double
cover water tight reflector, flexible wire & brass holder
15-16 Each Each 81.28 14.73 14.73 81.28Supply and Erection call bell 220/250V, fixed on Sahl
wood board 7"x4"
15-17 Each Each 58.38 4.42 4.42 58.38Supply and Erection bell push or bed switch, with 5m. twin
flexible wire 23/0.0076"
15-18-a Each Each 26.99 8.84 8.84 26.99Supply and Erection switches 10/15 Amp : Open type
15-18-b Each Each 26.99 8.84 8.84 26.99Supply and Erection switches 10/15 Amp : Recessed type
15-19-a Each Each 38.92 14.73 14.73 38.92Supply and Erection 3 pin 10/15 Amp. wall socket : Open
type
15-19-b Each Each 38.92 14.73 14.73 38.92Supply and Erection 3 pin 10/15 Amp. wall socket :
Recessed
15-20-a Each Each 159.93 14.73 14.73 159.93Supply and Erection 3 pin switch & plug combined
recessed type : 5 Amp
15-20-b Each Each 196.23 14.73 14.73 196.23Supply and Erection 3 pin switch & plug combined
recessed type : 10/15 Amp
15-21 Each Each 57.08 14.73 14.73 57.08Supply and Erection 3 pin 10/15 Amp. wall socket with
shoe open type
Page 85 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-22-a Each Each 31.56 7.36 7.36 31.56Supply and Erection button holder/angle holder Bakelite
large size
15-22-b Each Each 43.66 7.36 7.36 43.66Supply and Erection button holder/angle holder Brass
15-23-a Each Each 44.97 14.73 14.73 44.97Supply and Erection porcelain fuses (china made) with
plastic sheet base on angle iron board : 10/15 Amp.
15-23-b Each Each 51.03 14.73 14.73 51.03Supply and Erection porcelain fuses (china made) with
plastic sheet base on angle iron board : 30 Amp.
15-23-c Each Each 87.32 14.73 14.73 87.32Supply and Erection porcelain fuses (china made) with
plastic sheet base on angle iron board : 60 Amp.
15-23-d Each Each 147.82 14.73 14.73 147.82Supply and Erection porcelain fuses (china made) with
plastic sheet base on angle iron baord : 100 Amp.
15-23-e Each Each 256.73 14.73 14.73 256.73Supply and Erection porcelain fuses (china made) with
plastic sheet base on angle iron board : 200 Amp.
15-24-a Set Set 875.65 58.90 58.90 875.65Supply and Erection tube light, including rod, choke etc
complete Double rod (80 watts) with 2 chokes & 2 starters
15-24-b Set Set 477.36 44.17 44.17 477.36Supply and Erection tube light, including rod, choke etc
complete Single rod (40 watts) with 1 choke & 1 starter
15-24-c Each Each 165.49 32.40 32.40 165.49Supply and Erection tube light, including rod, choke etc
complete Round tube (10 watt) 1 choke + 1 starter w/o
cover
15-25 Each Each 63.13 14.73 14.73 63.13Supply and Erection girder clamp hook, 5/8" dia.for
hanging ceiling fans
15-26-a Each Each 304.32 44.17 44.17 304.33Supply and Erection circuit breaker (imported) on sahl
wood board complete : 2/5/15 Amp.
15-26-b Each Each 322.48 44.17 44.17 322.48Supply and Erection circuit breaker (imported) on sahl
wood board complete : 20/25/30 Amp.
15-27 1 RFT m 57.63 17.39 5.30 189.07Supply and Erection stay for house service pipe, erected
with straining screws and 7/14 SWG stay wire
15-28 1 RFT m 223.09 23.19 7.07 731.93Supply and Erection of house service pipe Henley or pole,
type 2" dia. erected to install insulated wire etc
15-29 Each Each 535.03 14.73 14.73 535.03Supply and Erection shackle/pin insulator, medium size
15-30 kg kg 777.73 7.36 7.36 777.73Supply and Erection bare copper conductor wire, No. 2 to
16 SWG, including binding wire No. 16 SWG
15-31 kg kg 104.16 7.36 7.36 104.16Supply and Erection GI wire of sizes, including binding
wire No. 16 SWG for support of rubber wire, pole to pole
15-32-a 1 RFT m 40.32 13.53 4.12 132.27Wiring overhead line in 2 single core, PVC insulated cable
with GI wire #8 SWG : 3/0.029"
15-32-b 1 RFT m 51.50 13.53 4.12 168.95Wiring overhead line in 2 single core, PVC insulated cable
with GI wire #8 SWG : 7/0.029"
15-32-c 1 RFT m 55.76 13.53 4.12 182.92Wiring overhead line in 2 single core, PVC insulated cable
with GI wire #8 SWG : 7/0.036"
Page 86 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-32-d 1 RFT m 73.46 23.19 7.07 241.02Wiring overhead line in 2 single core, PVC insulated cable
with GI wire #8 SWG : 7/0.044"
15-33 Each Each 605.64 132.52 132.52 605.64Supply and Erection street light pole bracket 1.25" GI pipe
2m. long, complete with 2 pole clamps
15-34 Each Each 6,285.60 235.60 235.60 6,285.60Supply and Fixing dust & weather proof street light fitting
with reflector, 400W mercury vapour lamp etc comp.
15-35-a Each Each 1,506.10 235.60 235.60 1,506.10Supply and Erection pole mounted street light complete for
fitting 125/250 W mercury lamp : GEC make
15-35-b Each Each 3,018.60 235.60 235.60 3,018.60Supply and Erection pole mounted street light complete for
fitting 125/250 W mercury lamp : Philips make
15-36-a Each Each 542.90 58.90 58.90 542.90Supply and Fixing 125 W mercury vapour lamp with choke
15-36-b Each Each 936.15 58.90 58.90 936.15Supply and Fixing 250 W mercury vapour lamp with choke
15-36-c Each Each 2,781.40 58.90 58.90 2,781.40Supply and Fixing 400 W mercury vapour lamp with choke
15-37 Each Each 1,571.40 58.90 58.90 1,571.40Supply and Fixing mercury sodium lamp 360 Sunlux 400
W complete with choke
15-38 Each Each 482.40 58.90 58.90 482.40Supply and Fixing mercury blended lamp 160 W
15-39 Each Each 15,634.00 3,534.00 3,534.00 15,634.00a) Increase/Reduce
composite rate of
addition/reduction in
height of pole above
ground level b) The
item does not cover
cost of excavation,
which is payable
separately.
Supply and Erection MS angle lattice structure pole 36'
long 14"sq at base & 8"sq. at top for elec. distribution
15-40-a-01 Each Each 17,158.00 883.50 883.50 17,158.00The item does not
cover cost of
excavation, which is
payable separately.
Supply and Fixing GI tubular street light pole, 8' of 5" dia,
7' 4" dia, 5' of 3" dia, Single arm of 5' of 1.5" dia
15-40-a-02 Each Each 17,763.00 883.50 883.50 17,763.00Supply and Fixing GI tubular street light pole, 8' of 5" dia,
7' 4" dia, 5' of 3" dia, Double arm of 5' of 1.5" dia
15-40-b-01 Each Each 14,133.00 883.50 883.50 14,133.00Supply and Fixing GI tubular street light pole, 8' of 4" dia,
7' 3" dia, 5' of 2" dia, Single arm of 5' of 1.5" dia
15-40-b-02 Each Each 14,738.00 883.50 883.50 14,738.00Supply and Fixing GI tubular street light pole, 8' of 4" dia,
7' 3" dia, 5' of 2" dia, Double arm of 5' of 1.5" dia
15-40-b-03 Each each 22,361.65 136.40 136.40 22,361.65Providing street light poles of 40 ft height without arms
including fixing complete.
15-41 Job Job 3,874.33 1,178.00 1,178.00 3,874.33The item does not
cover cost of
excavation, which is
payable separately.
Earthing of iron clad/aluminium switches etc with GI wire
#8 SWG in GI pipe 0.5" dia
15-42 Each Each 2,956.50 294.50 294.50 2,956.50Supply and Erection 2'x2'x1/8" copper plate including
rivetting to copper tape & placing in mixture of salt etc
Page 87 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-43-a 1 RFT m 119.98 13.53 4.12 393.62Supply and Erection copper tape, including copper stapple
& copper nails etc : Size 1.5"x1/8"
15-43-b 1 RFT m 156.59 13.53 4.12 513.75Supply and Erection copper tape, including copper stapple
& copper nails etc : Size 2"x1/8"
15-44 Job Job 2,309.25 736.25 736.25 2,309.25Supply and Erection 1" dia & 1m long lightening
conductor copper rod with 5 spikes ball & base etc.
15-45 Each Each 553.55 17.67 17.67 553.55Wiring of light/fan/call-bell point in 3/0.029 PVC insulated
& sheathed cable on sahl wood strip
15-46 Each Each 391.14 17.67 17.67 391.14Wiring of 2/3-pin 5-Amp plug point in 3/0.029 PVC
insulated & sheathed cable on sahl wood
15-47-a 1 RFT m 25.44 12.08 3.68 83.48Wiring of main & sub-main in 2 single core PVC insulated
& sheathed cable : 3/0.029
15-47-b 1 RFT m 48.31 12.08 3.68 158.51Wiring of main & sub-main in 2 single core PVC insulated
& sheathed cable : 7/0.029
15-47-c 1 RFT m 104.39 19.32 5.89 342.48Wiring of main & sub-main in 2 single core PVC insulated
& sheathed cable : 7/0.044
15-47-d 1 RFT m 187.29 34.78 10.60 614.47Wiring of main & sub-main in 2 single core PVC insulated
& sheathed cable : 7/0.064
15-48-a 1 RFT m 11.01 8.21 2.50 36.12Wiring of sub main/earthing in 1 single core PVC insulated
& sheathed cable : 3/0.029
15-48-b 1 RFT m 16.45 7.73 2.36 53.97Wiring of sub main/earthing in 1 single core PVC insulated
& sheathed cable : 7/0.029
15-48-c 1 RFT m 28.54 7.73 2.36 93.65Wiring of sub main/earthing in 1 single core PVC insulated
& sheathed cable : 7/0.044
15-48-d 1 RFT m 51.70 13.53 4.12 169.63Wiring of sub main/earthing in 1 single core PVC insulated
& sheathed cable : 7/0.064
15-49 Each Each 934.39 28.27 28.27 934.39Wiring of light point in 3/0.029 PVC insulated sheathed
cable on sahl wood strip batten
15-50 Each Each 783.50 26.50 26.50 783.50Wiring of light/fan/call-bell point in 3/0.029 PVC insulated
bare cable in PVC pipe recessed
15-51 Each Each 415.34 12.96 12.96 415.34Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC
insulated bare cable in PVC pipe recessed
15-52 Each Each 1,409.15 40.05 40.05 1,409.15Wiring of light point in 3/0.029 PVC insulated bare cable
in PVC pipe recessed in wall comp.
15-53 Each Each 6,441.45 471.20 471.20 6,441.45Special earthing of iron/metal clad switches etc with copper
wire No. 8 SWG in GI pipe 1/2" dia
15-54 Each Each 233.34 29.45 29.45 233.34Supply and Erection enclosed switch of bakelite DP
(China) 15/30 Amp. fixed on wooden board complete
15-55-a Each Each 326.06 23.56 23.56 326.06Supply and erection of fancy wall type bracket with brass
holder & fancy shade : Single
15-55-b Each Each 519.66 23.56 23.56 519.66Supply and erection of fancy wall type bracket with brass
holder & fancy shade : Double
Page 88 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-56-a Each Each 164.97 29.45 29.45 164.97Supply and Erection white round globe with holder, gallery
& 100 Watt bulb complete : 6" dia.
15-56-b Each Each 225.47 29.45 29.45 225.47Supply and Erection white round globe with holder, gallery
& 100 Watt bulb complete : 8" dia.
15-56-c Each Each 346.47 29.45 29.45 346.47Supply and Erection white round globe with holder, gallery
& 100 Watt bulb complete : 10" dia.
15-57-a Each Each 225.47 29.45 29.45 225.47Supply and Erection white flat globe with holder, gallery &
100 W bulb complete : 8" dia
15-57-b Each Each 346.47 29.45 29.45 346.47Supply and Erection white flat globe with holder, gallery &
100 W bulb complete : 10" dia
15-57-c Each Each 527.97 29.45 29.45 527.97Supply and Erection white flat globe with holder, gallery &
100 W bulb complete : 12" dia
15-58 Each Each 634.45 29.45 29.45 634.45Supply and Erection white round globe 6" dia with angle
type bakelite gallery, holder & 60-W bulb complete
15-59 Each Each 319.05 58.90 58.90 319.05Supply and Erection 1' long strip light fitting comp. with
cover of opalescent perspex in plain finish 10-Watt
15-60 Each Each 860.13 73.63 73.63 860.13Supply and Erection double fluorescent tube light fitting 2
No. 4' long, 40-W with 2 chokes & starters complete
15-61-a Each Each 494.50 58.90 58.90 494.50Supply and Erection fluorescent tube light fitting including
4' rod, choke, starter, flexible wire etc : Single
15-61-b Each Each 845.40 58.90 58.90 845.40Supply and Erection fluorescent tube light fitting including
4' rod, choke, starter, flexible wire etc : Double
15-62 Each Each 467.67 44.17 44.17 467.67Supply and Erection porch-light fitting round/square type
with gallery, holder & 40 W bulb
15-63-a Each Each 724.40 58.90 58.90 724.40Supply and Erection gate-light fitting complete with holder
& 160-Watt mercury blended lamp: Small
15-63-b Each Each 845.40 58.90 58.90 845.40Supply and Erection gate-light fitting complete with holder
& 160-Watt mercury blended lamp: Medium
15-63-c Each Each 966.40 58.90 58.90 966.40Supply and Erection gate-light fitting complete with holder
& 160-Watt mercury blended lamp: Large
15-64-a Each Each 1,296.75 147.25 147.25 1,296.75The rate does not
include cost of GI
pipe and excavation
and are to be paid
separatively
Supply and Erection garden-light fitting with holder and
160 W mercury blended lamp & choke : 18" dia
15-64-b Each Each 1,478.25 147.25 147.25 1,478.25Supply and Erection garden-light fitting with holder and
160 W mercury blended lamp & choke : 19" dia
15-64-c Each Each 1,962.25 147.25 147.25 1,962.25Supply and Erection garden-light fitting with holder and
160 W mercury blended lamp & choke : 22" dia
Page 89 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-65-a Each Each 1,690.00 147.25 147.25 1,690.00The rate does not
include cost of GI
pipe and excavation
and are to be paid
separatively
Supply and Erection garden-light fitting with porcelain
holder 125 W mercury vapour lamp & choke : 18" dia
15-65-b Each Each 1,871.50 147.25 147.25 1,871.50Supply and Erection garden-light fitting with porcelain
holder 125 W mercury vapour lamp & choke : 19" dia
15-65-c Each Each 2,355.50 147.25 147.25 2,355.50Supply and Erection garden-light fitting with porcelain
holder 125 W mercury vapour lamp & choke : 22" dia
15-66-a Each Each 1,962.25 147.25 147.25 1,962.25Supply and Erection flood-light fitting with holder,
complete 14" dia with 500-W lamp
15-66-b Each Each 3,232.75 147.25 147.25 3,232.75Supply and Erection flood-light fitting with holder,
complete 19«" dia with 1000-W lamp
15-67 Each Each 142.80 88.35 88.35 142.80Making hole in wall with necessary masonry work for
exhaust fan any size complete
15-68-a Each Each 1,525.63 73.63 73.63 1,525.63Asia, Breeze, Climax,
Millat, National &
Pak fans are the
approved makes.
Supply and Erection best quality AC ceiling fan complete
with GI rod, canopy, blades & regulator : 36" sweep
15-68-b Each Each 2,009.63 73.63 73.63 2,009.63Supply and Erection best quality AC ceiling fan complete
with GI rod, canopy, blades & regulator : 48" sweep
15-68-c Each Each 2,433.13 73.63 73.63 2,433.13Supply and Erection best quality AC ceiling fan complete
with GI rod, canopy, blades & regulator : 56" sweep
15-69-a Each Each 1,329.40 58.90 58.90 1,329.40Asia, Breeze, Climax,
Millat, National &
Pak fans are the
approved makes.
Supply and Erection best quality exhaust fan complete with
shutter & regulator : 12"sweep
15-69-b Each Each 1,571.40 58.90 58.90 1,571.40Supply and Erection best quality exhaust fan complete with
shutter & regulator : 16"sweep
15-69-c Each Each 1,825.50 58.90 58.90 1,825.50Supply and Erection best quality exhaust fan complete with
shutter & regulator : 18"sweep
15-70-a Each Each 2,716.10 235.60 235.60 2,716.10Supply and Erection transpower auto circuit breaker
3-phase, 400V fungus moisture proofing : 30 Amp.
15-70-b Each Each 3,260.60 235.60 235.60 3,260.60Supply and Erection transpower auto circuit breaker
3-phase, 400V fungus moisture proofing : 60 Amp.
15-70-c Each Each 5,724.77 279.77 279.77 5,724.77Supply and Erection transpower auto circuit breaker
3-phase, 400V fungus moisture proofing : 100 Amp.
15-71-a Each Each 370.88 44.17 44.17 370.88Supply and Erection single phase imported auto circuit
breaker 6 Amp.
15-71-b Each Each 467.67 44.17 44.17 467.67Supply and Erection single phase imported auto circuit
breaker 15 Amp.
15-71-c Each Each 588.67 44.17 44.17 588.67Supply and Erection single phase imported auto circuit
breaker 20 Amp.
Page 90 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-71-d Each Each 600.78 44.17 44.17 600.78Supply and Erection single phase imported auto circuit
breaker 30 Amp.
15-72-a Each Each 4,365.35 511.50 511.50 4,365.35Supply and Erection of bus bars for 500 volts 3 phase AC
S/W 4 copper bars 40 Amp with bar size 1 1/2" X 1/8"
15-72-b Each Each 4,380.48 511.50 511.50 4,380.48Supply and Erection of bus bars 500 volts 3 phase AC
supply with 4 copper bars - 100 Amp with bar size1 1 1/2"
X 1/8"
15-72-c Each Each 5,218.70 899.00 899.00 5,218.70Supply and Erection of bus bars 500 volts 3 phase AC
supply with 4 copper bars - 200 Amp with bar size 2"X
1/8"
15-72-d Each Each 5,427.58 1,092.75 1,092.75 5,427.58Supply and Erection of bus bars 500 volts 3 phase AC
supply with 4 copper bars - 300 Amp with bar zise 2" X
3/16"
15-72-e Each Each 8,040.95 1,271.00 1,271.00 8,040.95Supply and Erection of bus bars 500 volts 3 phase AC
supply with 4 copper bars - 500 Amp with zise 2" X 1/4"
15-73-a Each Each 338.42 111.91 111.91 338.42Supply and Erection of bracket of channel 3" X 1 1/2" X
1/4" section 2' long for 2 lines
15-73-b Each Each 553.00 141.36 141.36 553.00Supply and Erection of bracket of MS channel 3" X 1 1/2"
X 1/4" Section:- 4' long for 4 lines
15-74 1 RFT m 48.34 14.26 4.35 158.59Supply and Erection of anchor rod honley type for poles
i/e clamps & 7/13 SWG stay wire straning screws PCC
1:3:6
15-75-a Each Each 9,821.50 1,472.50 1,472.50 9,821.50Supply and Erection cubical type factory fabricated
floor/wall mounting steel main board comp. : On surface
15-75-b Each Each 10,057.10 1,708.10 1,708.10 10,057.10Supply and Erection cubical type factory fabricated
floor/wall mounting steel main board comp. : Recessed
15-76-a Each each 1,939.00 124.00 124.00 1,939.00Flouresent tube lights fitting 2.5x2.5 feet square type
suitable for fixing in recess or direct on complete with 4
Nos 2 ft 20 watts tubes, chokes, starters, holders complete
in all respect in steel body.
15-76-b each each 1,576.00 124.00 124.00 1,576.00Supply and Fixing of fluoresent tube fitting rectanglular
box types housing made of 22 SWG stave enamelled steel
sheet having spring load inner frame attachement with
acrylic or polythene complete with 2 No 4 ft 40 watts
15-77-a each each 1,523.36 196.85 196.85 1,523.36Supply and Fixing electric AC exhuast/fresh air
circulation(double way) 220/230 single phase plastic frame
body and blade complete 8"x8"
15-77-b each each 1,666.41 196.85 196.85 1,666.41Supply and Fixing electric AC exhuast/fresh air
circulation(double way) 220/230 single phase plastic frame
body and blade complete 10"x10"
15-77-c each each 4,998.18 73.78 73.78 4,998.18Supply and fixing electric AC exhaust/fresh air
circulation(Double way) 220/230 single phase plastic frame
body and blade complete 12"x12"
Page 91 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ELECTRIC INSTALLATIONSChapter #
:
15
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
15-78 each each 1,853.70 99.20 99.20 1,853.70Supply and Fixing bracket fan pak made complete
15-79-a 1 RFT m 19.48 14.88 4.54 63.91Supply and Fixing PVC conduit for surface wiring (dura
duct) 1/2" including all charges for nail screws etc
15-79-b 1 RFT m 22.63 14.88 4.54 74.23PVC conduit for surface wiring (dura duct) 1" including all
charges for nail screws etc complete
15-79-c 1 RFT m 24.99 14.88 4.54 81.97PVC conduit for surface wiring (dura duct) 1.5" including
all charges for nail screws etc complete
15-79-d 1 RFT m 29.70 14.88 4.54 97.46PVC conduit for surface wiring (dura duct) 2" including all
charges for nail screws etc complete
15-80 each each 134.30 49.60 49.60 134.30Supply and Fixing dimmer switch complete
15-81 each each 152.45 49.60 49.60 152.45Supply and Fixing 20 Amp power plug
15-82 each each 170.60 49.60 49.60 170.60Supply and Fixing Asia porcelin power plug 30 Amp
15-83 each each 128.25 49.60 49.60 128.25Supply and fixing light plug 10 Amp
15-84 each each 65.75 29.45 29.45 65.75Supply and fitting of capacitor 2.2 uf for ceiling fans
15-85 each each 145.71 36.81 36.81 145.71Supply and fitting of ball bearing of size 6201, 6202 or
6203 for ceiling fans
15-86 each each 34.31 6.48 6.48 34.31Supply and erection of cut out, bakelite open type
15-87 each each 40.36 6.48 6.48 40.36Supply and erection of cut out bakelite Recessed type cut
out
15-88 each each 39.62 10.58 10.58 39.62Supply and erection of kit kat 500 volts 15/20 Amp
15-89 each each 40.90 11.86 11.86 40.90Supply and erection of kit kat 500 volts 30/35 Amp
15-90 each each 60.56 17.00 17.00 60.56Supply and erection of kit kat 500 volts 60/65 Amp
15-91 each each 97.81 20.37 20.37 97.81Supply and erection of kit kat 500 volts 100 Amp
15-92 each each 139.68 23.52 23.52 139.68Supply and erection of kit kat 500 volts 200 Amp
15-93 each each 288.51 23.52 23.52 288.51Supply and erection of kit kat 500 volts 300 Amp
15-94 each each 359.47 29.14 29.14 359.47Supply and erection of kit kat 500 volts 400 Amp
15-95-a Each each 41,831.26 449.50 449.50 41,831.26Providing & Fixing Honda Generator EP 2500ex, 2.2 KVA
Petrol driven.
15-95-b Each each 44,856.26 449.50 449.50 44,856.26Providing & Fixing Honda Generator EP 2500ex, 2.2 KVA
Petrol-cum-Gas driven
15-95-c Each each 69,056.26 449.50 449.50 69,056.26Providing & Fixing Honda Generator EP 2800ex, 3.1 KVA
Petrol-cum-Gas driven.
15-95-d Each each 66,031.26 449.50 449.50 66,031.26Providing & Fixing Honda Generator EP 2800ex, 3.1 KVA
Petrol driven.
Page 92 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-01 100 Cft m3 8,232.46 784.83 2,222.39 2,907.27The nominal
thickness of bricks
shall be taken for the
purpose of
measurement and
payment.
Providing and Laying sub-base course of brick on edge
4.5" thick including compaction to required camber &
grade
16-02 100 Cft m3 2,692.68 295.58 837.00 950.91To be used only when
brick aggregate is
cheaper than stone
aggregate.
Providing and Laying sub-base course of brick aggregate,
including compaction to required camber, grade & density
16-03-a 100 Cft m3 1,795.34 155.24 439.58 634.02a) The carriage of the
whole distance to side
of work shall be
calculated on the
basis of the rates of
the actual means of
transport used in
carriage that is i.e
road and rail is the
case may be. b) It
shall be payable from
the nearest approved
quarry.
Granular Sub Base Course using Pit Run Gravel
16-03-b 100 Cft m3 2,363.58 93.93 265.98 834.69c) The quantity of pit
run or bed run gravel
in crush stone
aggregate for payment
of carriage shall be
taken as per actual
volume but not more
than 120 Cft.
Granular Sub Base Using Crushed Stone Aggregate
16-04-a 100 Cft m3 2,730.36 93.93 265.98 964.22Aggregate Base Course
16-04-b 100 Cft m3 2,763.98 93.93 265.98 976.09Water Bound Macadam Base Course
16-05 100 Rft m 2,546.50 27.97 852.50 83.55Providing and Laying road edging of 3" wide & 9" deep
brick on end, complete
16-06 100 Sft m2 796.27 0.77 7.20 85.68Bitumenous Prime Coat
16-07 100 Sft m2 375.85 2.17 20.16 40.44Bitumenous Tack Coat
16-08-a 100 Sft m2 1,412.06 1.47 13.69 151.94Single bitumenous Surface Treatment
16-08-b 100 Sft m2 2,945.69 2.24 20.83 316.96Double bitumenous Surface Treatment
16-08-c 100 Sft m2 3,559.60 3.71 34.44 383.01Triple bitumenous Surface Treatment
16-09-a 100 Sft m2 910.74 3.77 35.03 98.00Resurfacing of road complete with per 100sft : 22 Ibs.
bitumen, 2.5"cft bajri/crush aggregate
16-09-b 100 Sft m2 847.17 5.28 49.03 91.16Resurfacing of road complete with per 100sft : 20 Ibs.
bitumen, 2"cft bajri/crush aggregate
Page 93 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-10 100 Sft m2 139.50 15.01 139.50 15.01Scarifying/Dismantling old road surface, including removal
of debris within one chain (NHA specified)
16-11-a 100 Sft m2 2,017.78 16.11 149.73 217.11Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1"
Thick, without prime coat or tack coat
16-11-b 100 Sft m2 2,961.46 23.08 214.52 318.65Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1.5"
Thick
16-11-c 100 Sft m2 3,925.46 30.05 279.31 422.38Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 2"
Thick
16-12-a 100 Cft m3 29,778.15 114.70 324.78 10,516.06Asphaltic Base Course (Asphalt Batch Plant Hot Mixed)
16-12-b 100 Cft m3 34,188.40 114.70 324.78 12,073.53Asphaltic Wearing Course (Asphalt Batch Plant Hot
Mixed)
16-12-c Mile t/km 5.35 0.00 0.00 5.35Carriage of asphalt concrete from asphalt batch plant to the
site of work by dump trucks.
16-13 100 Rft m 42,116.53 292.50 8,915.34 1,381.78The rate includes the
cost of steel, its
fabrication, laying in
position and
fastening, including
cost of binding wire
and removal of rust
from the bars, etc
Providing RCC railing on bridges (3 feet high)
16-14 100
Rft/3rows
m/3rows 62,183.38 138.68 4,227.94 2,039.61Providing and fixing GI pipe railing (3 feet high)
16-15-a Each Each 2,135.84 951.70 951.70 2,135.84The rate is for
complete item of
work according to
standard design
including cement
concrete foundation
block and painting
letters etc.
P&E at site : RCC km stone
16-15-b Each Each 396.58 228.16 228.16 396.58P&E at site : RCC 1/10th km stone.
16-15-c Each Each 755.32 140.43 140.43 755.32P&E at site : RCC boundry pillar.
16-16-a 100 Sft m2 72,206.77 827.35 7,689.08 7,769.45The cost of pedestal,
PCC and excavation
is included in the rate.
Road signs (not exceeding 1 m2) without reflection sheet &
lettering : Supply and Fixing at site with PCC 1:3:6 upto
max 3' depth
16-16-b 100 Sft m2 66,179.77 687.94 6,393.51 7,120.94Road signs (not exceeding 1 m2) without reflection sheet &
lettering : Supply to the C&W store/site of work
16-17-a 100 Sft m2 58,678.16 949.49 8,824.27 6,313.77The cost of pedestal,
PCC and excavation
is included in the rate.
Road sign (any size) double pedestal 4"x2"x0.25" 11' long
without reflection sheet & lettering: Supply and Fixing at
site with PCC 1:3:6 max 3' depth
16-17-b 100 Sft m2 49,707.84 1,058.25 9,835.06 5,348.56Road sign (any size) double pedestal 4"x2"x0.25" 11' long
without reflection sheet & lettering: Supply to the C&W
store/site of work
Page 94 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-18-a 100 Sft m2 49,436.80 111.56 1,036.80 5,319.40a) The rate does not
include the cost of
road signs b) The
work with sub-items a
and b shall only be
carried out on the
written permission of
the SE.
Supply and Fixing reflective sheet on MS/aluminium road
signs etc including lettering : Diamond grade
16-18-b 100 Sft m2 27,656.80 111.56 1,036.80 2,975.87Supply and Fixing reflective sheet on MS/aluminium road
signs etc including lettering : High intensity grade
16-18-c 100 Sft m2 7,086.80 111.56 1,036.80 762.54Supply and Fixing reflective sheet on MS/aluminium road
signs etc including lettering : Engineering grade
16-19-a-01 Each Each 521.00 279.00 279.00 521.00Supply and Fixing aluminium alloy road studs as per specs
Large, strip 146x30mm, 171 beads: Uni-direction
16-19-a-02 Each Each 763.00 279.00 279.00 763.00Supply and Fixing aluminium alloy road studs as per specs
Large, strip 146x30mm, 171 beads: Bi-direction
16-19-b-01 Each Each 490.75 279.00 279.00 490.75Supply and Fixing aluminium alloy road studs as per specs
Medium, strip 114x18mm, 74 beads: Uni-direction
16-19-b-02 Each Each 702.50 279.00 279.00 702.50Supply and Fixing aluminium alloy road studs as per specs
Medium, strip 114x18mm, 74 beads: Bi-direction
16-19-c-01 Each Each 430.25 279.00 279.00 430.25Supply and Fixing aluminium alloy road studs as per specs
Small, strip 75x14mm, 43 beads: Uni-directional
16-19-c-02 Each Each 581.50 279.00 279.00 581.50Supply and Fixing aluminium alloy road studs as per specs
Small, strip 75x14mm, 43 beads: Bi-directional
16-19-c-03 Each each 502.50 139.50 139.50 502.50Supply & Fixing Cat Eye single as specified
16-20 Cwt kg 5,791.81 19.91 1,015.75 113.52The cost of RCC base
for the foundation is
not included in the
rate which is payable
separately.
Providing and Fixing gantry of structural steel sections as
per design / drawings including foundation complete
16-21 100 Cft m3 7,554.78 405.06 1,147.00 2,667.95The nominal
thickness of bricks
shall be taken for the
purpose of
measurement and
payment.
Providing and Laying dry brick pavement/soling in streets
etc including prep, water, compaction & sand cushion
16-22 100 Cft m3 1,409.09 1.48 4.18 497.62For different
thicknesses, rate is to
be calculated on
pro-rate basis.
Supply & spreading 1"-1.5" guage shingle on road surface
including compaction
16-23-a 100 Rft m 43,635.39 285.10 8,689.92 1,431.61Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
460mm
16-23-b 100 Rft m 62,843.36 356.49 10,865.78 2,061.79Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
610mm
Page 95 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-23-c 100 Rft m 91,205.55 427.80 13,039.29 2,992.31Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
760mm
16-23-d 100 Rft m 107,377.73 499.04 15,210.86 3,522.89Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
910mm
16-23-e 100 Rft m 148,203.11 570.36 17,384.59 4,862.31Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
1070mm
16-23-f 100 Rft m 189,024.64 641.78 19,561.37 6,201.59Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
1220mm
16-23-g 100 Rft m 259,215.36 712.99 21,731.90 8,504.44Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:
1520mm
16-24 100 Cft m3 3,507.28 92.06 260.70 1,238.59Granular Material in Bed to RCC Pipe Culvert
16-25-a 100 Rft m 160,823.70 2,976.77 90,732.04 5,276.37a) The bore hole dia
shall not be less than
200mm and the
method of execution
of pre-construction
boring shall be done
with casing and
appropriate to soil
encountered.
Confirmatory Boring including SPT's, samples, lab test
bore-hole logs & Report : Alluvial Soils
16-25-b 100 Rft m 179,268.95 2,976.77 90,732.04 5,881.53b) Preparation and
submission of
bore-logs based on
soil classification
with SPT's values as
per BS-1377 is
included in the rate.
Confirmatory Boring including SPT's, samples, lab test,
bore-hole logs, report : in Gravelly Soil
16-26-a Job Job 377,898.63 0.00 0.00 377,898.59Rates includes all
material, equipment,
instruments and
temporary work
required to construct
test pile, load test and
load settlement
readings and
preparation of graphs
of the test pile.
Pile Load Testing : Max Load up to 240 tonne
16-26-b Job Job 408,148.63 0.00 0.00 408,148.59Pile Load Testing : Max Load 240 - 300 tonne
16-26-c Job Job 438,398.63 0.00 0.00 438,398.59Pile Load Testing : Max Load 300 - 360 tonne
16-26-d Job Job 468,648.63 0.00 0.00 468,648.59Pile Load Testing : Max Load 360 - 600 tonne
16-27-a 100 Rft m 70,091.67 0.00 0.00 2,299.60Boring for Cast-in-place RCC Piles in Alluvial Soils : Dia
up to 760mm
16-27-b 100 Rft m 88,536.91 0.00 0.00 2,904.75Boring for Cast-in-place RCC Piles in Alluvial Soils : Dia
760 - 1220 mm
Page 96 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-27-c 100 Cft m 110,670.23 0.00 0.00 3,630.91Boring for Cast-in-place RCC Piles in Alluvial Soils : Dia
1220 - 2000 mm
16-28-a 100 Rft m 88,536.91 0.00 0.00 2,904.75Boring for Cast-in-place RCC Piles in Gravelly Soils : Dia
up to 660mm
16-28-b 100 Rft m 140,183.34 0.00 0.00 4,599.19Boring for Cast-in-place RCC Piles in Gravelly Soils : Dia
660 - 910 mm
16-29 Cwt kg 6,481.65 6.86 349.99 127.04Supply fabricate & install welded MS lining in piles of
thickness as per specs/drwg
16-30-a Cubic
Inch
cm3 21.77 0.15 2.41 1.33Supply and Fixing Neoprene Bearing Pad as per specs &
design
16-30-b Cwt kg 6,674.33 16.36 834.64 130.82Supply and Fixing Steel Bearing Pads as per specs &
design
16-34 100 Rft m 3,146.94 16.74 510.23 103.25Supply and Fixing spirally wound sheath of 50mm dia. for
pre-stressing of cables in precast conc. girders
16-35 Set Set 688.70 83.70 83.70 688.70Supply and Fixing stressing anchorages for high tensile
steel wire cables in precast girders
16-36 Ft m 294.90 725.57 221.15 967.53Launching girders in place, including lifting & handli any
number of time including temporary works comp
16-37 Each Each 837.30 474.30 474.30 837.30Stressing Cable of High Tensile Steel Wire Strands
16-38 100 Rft m 1,841.45 13.02 396.84 60.42Inject Cement Grout in Sheath Pipe after stressing
16-39 Each Each 142.63 83.05 83.05 142.63Cut off projecting wire ends of cables & make good
anchorage recess with 1:2:4 cem. conc.
16-40 Cwt kg 5,657.95 17.29 881.89 110.90Supply and place in position MS expansion joint
assemblies as specified & as per drawing
16-41 Each Each 297.30 85.25 85.25 297.30Supply and place in position galvanised steel 3" dia drain
scuppers in deck slab as per specs/drwg
16-42 Each Each 250.57 43.40 43.40 250.57Providing and Fixing rain water outlet of AC pipe
16-43 100 Cft m3 2,308.96 766.26 2,169.81 815.40Supply and Fixing polystrene fill in expansion joints &
under diaphragms at transoms.
16-44 100 Rft m 12,709.06 102.32 3,118.60 416.96Providing and Laying expansion joint of neoprene strip
4"x1/4" and plastic bitumen
16-46 100 Rft m 1,942.75 39.92 1,216.75 63.74Repair to cracks to reinforced or plain cement concrete
work by grouting with cement gun in (1:2) cement sand
mortar including cutting the chase of required size.
16-47 100 Sft m2 279.00 30.02 279.00 30.02Dismantling bitumen carpet of any description from
existing roads surface including its removal and disposal
within 3 chains lead as desired.
16-48 100 Sft m2 3,425.23 70.88 658.72 368.55Removing the existing worn out bitumanious surface
having pot holes and ruts in patches of regular shape
brushing and re-carpeting with 1" thick (consolidated)
asphalt macadam as per specifications.
Page 97 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-49 100 Sft m2 3,215.98 48.36 449.47 346.04Providing and Laying 1" thick(consolidated) asphalt
macadam with liquid asphalt (cut backs) of any approved
grade with premixed sand seal coat, as specified.
16-50 100 Sft m2 4,449.94 73.13 679.64 478.81Removing the existing worn out bitumanious surface pot
holes and ruts in patches of regular shape brushing and
re-carpeting with 2" thick(consolidated) asphalt macadam
as per specificaiton complete
16-51 100 Sft m2 4,240.69 50.61 470.39 456.30Providing and Laying 2" thick (consolidated) asphalt
macadam with liquid asphalt(cut backs) of approved grade
with precoated bajri seal coat as specified.
16-52 100 Sft m2 6,322.03 93.03 864.62 680.25Removing of existing worn out bitumanious surface pot
holes and ruts in patches and re-carpeting with 3"
thick(consolidated) asphalt macadam as per
specifiedcomplete including disposal of excavated stuff
within one chain
16-53 100 Sft m2 6,112.78 70.52 655.37 657.73Providing and Laying 3" thick (consolidated) asphalt
macadam with liquid asphalt(cut backs) of approved grade
with precoated bajri seal coat as specified.
16-54 100 Sft m2 2,054.67 2.04 18.94 221.08Surface dressing with bituman 80/100 or any other
approved grade on a primary coat of liquid asphalt (cut
backs) of any approved grade primer at 22lbs&bituman at
35lbs with 5cft of 1/2 standard size bajri per %sft of road
surface complete with rolling.
16-55 10 Rft m 4,233.78 16.27 49.60 1,389.04Providing and Laying PVC pipe (b) 8" dia in foot path of
bridge for utilities.
16-56 100 Cft m3 1,984.48 230.77 653.48 700.81Providing and filling sand behind abutment of bridges,
culverts.
16-57 1000 Cft m3 10,588.24 32.93 932.48 373.92Formation of shoulder with permeable material less than 7
% from 200 seive and P.I less than 4 as specified by NHA
16-58-a 100 Sft m2 897.56 4.50 41.85 96.58Cold Milling of asphalt concrete 0-70 mm
16-58-b 100 Sft m2 622.94 3.00 27.90 67.03Cold Milling of asphalt concrete 0-50 mm
16-58-c 100 Sft m2 351.10 1.80 16.74 37.78Cold Milling of asphalt concrete 0-30 mm
16-59 100 Sft m2 680.85 11.81 109.74 73.26Seal Coat / Pad Coat
16-60 100 Cft m3 15,311.28 602.12 1,705.00 5,407.13Providing and Laying Asphalt concrete in pot holes/ deep
patching upto 30 cm including ramming completel
16-61 100 Sft m2 170.50 18.35 170.50 18.35Grooving in existing BT road of size 4x4 cm @ 2 meter
c/c.
16-62 100 Sft m2 646.88 38.36 356.50 69.60Leveling dressing and compaction with power roller of
existing base coarse layer after asphalt scarification.
16-63-a 100 Rft m 13,074.94 37.63 1,147.00 428.97Providing and fixing kerb stone (12"x18"x6") in cement
sand mortar 1:3 in center media or round about as
specified.
Page 98 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-63-b 100 Rft m 12,469.94 37.63 1,147.00 409.12Providing and fixing kerb stone (12"x14"x6") in cement
sand mortar 1:3 in center media or round about as
specified.
16-63-c 100 Rft m 11,864.94 37.63 1,147.00 389.27Providing and fixing kerb stone (12"x12"x6") in cement
sand mortar 1:3 in center media or round about as
specified.
16-64 100 Cft m3 26.91 2.03 5.74 9.50Bailing out water by Mechanical mean.
16-65-a 100 Rft m 2,754.95 5.03 153.45 90.39Pavement marking in reflective thermoplast paint with
glass beads for line 15 cm width.
16-65-b 100 Rft m 3,639.46 5.03 153.45 119.40Pavement marking in reflective thermoplast paint with
glass beads for line 20 cm width.
16-66-a 100 Rft m 1,544.95 5.03 153.45 50.69Pavement marking in non-reflective thermoplast paint for
line 15 cm width.
16-66-b 100 Rft m 2,018.06 5.03 153.45 66.21Pavement marking in non-reflective thermoplast paint for
line 20 cm width.
16-67-a 100 Rft m 1,060.95 5.03 153.45 34.81Pavement marking in reflective chlorinated rubber paint
with glass beads for line 15 cm width.
16-67-b 100 Rft m 1,369.50 5.03 153.45 44.93Pavement marking in reflective chlorinated rubber paint
with glass beads for line 20 cm width.
16-68-a 100 Rft m 818.95 5.03 153.45 26.87Pavement marking in reflective chlorinated rubber paint for
line 15 cm width.
16-68-b 100 Rft m 1,045.22 5.03 153.45 34.29Pavement marking in reflective chlorinated rubber paint
for line 20 cm width.
16-69 100 Cft m3 3,479.56 199.79 565.75 1,228.80Providing & laying stone soling in water logged area
including granular filling & compaction complete.
16-70 100 Sft m2 139.50 15.01 139.50 15.01Tucking and chipping of road surface before hot surface
dressing over existing road.
16-71 100 Cft m3 26,926.86 100.21 283.77 9,509.14Leveling course on existing surface of road.
16-72-a Each each 11,578.70 83.70 83.70 11,578.70Jack Anchorage For 20 to 24 Wires 0.5" Strand
(Comprising Trumpet, Stressing Block & Wedges
Complete)
16-72-b Each each 9,279.70 83.70 83.70 9,279.70Jack Anchorage For 16 to 19 Wires 0.5" Strand
(Comprising Trumpet, Stressing Block & Wedges
Complete)
16-72-c Each each 5,528.70 83.70 83.70 5,528.70Jack Anchorage For 10 to 12 Wires 0.5" Strand
(Comprising Trumpet, Stressing Block & Wedges
Complete)
16-72-d Each each 7,464.70 83.70 83.70 7,464.70Jack Anchorage For 13 to 15 Wires 0.5" Strand
(Comprising Trumpet, Stressing Block & Wedges
Complete)
16-72-e Each each 4,318.70 83.70 83.70 4,318.70Jack Anchorage For 8 to 9 Wires 0.5" Strand (Comprising
Trumpet, Stressing Block & Wedges Complete)
Page 99 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
ROADS AND BRIDGESChapter #
:
16
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
16-72-f Each each 3,471.70 83.70 83.70 3,471.70Jack Anchorage For 5 to 7 Wires 0.5" Strand (Comprising
Trumpet, Stressing Block & Wedges Complete)
16-72-g Each each 2,261.70 83.70 83.70 2,261.70Jack Anchorage For upto 4 Wires 0.5" Strand (Comprising
Trumpet, Stressing Block & Wedges Complete)
16-73-a 1 Rft m 129.73 16.73 5.10 425.62Un-galvanized Sheath for 20 to 24 Wires 0.5" Strand Cable
16-73-b 1 Rft m 112.79 16.73 5.10 370.05Un-galvanized Sheath for 16 to 19 Wires 0.5" Strand Cable
16-73-c 1 Rft m 97.06 16.73 5.10 318.44Un-galvanized Sheath for 13 to 15 Wires 0.5" Strand Cable
16-73-d 1 Rft m 84.96 16.73 5.10 278.74Un-galvanized Sheath for 10 to 12 Wires 0.5" Strand Cable
16-73-e 1 Rft m 77.70 16.73 5.10 254.92Un-galvanized Sheath for 8 to 9 Wires 0.5" Strand Cable
16-73-f 1 Rft m 70.44 16.73 5.10 231.10Un-galvanized Sheath for 5 to 7 Wires 0.5" Strand Cable
16-73-g 1 Rft m 59.55 16.73 5.10 195.37Un-galvanized Sheath for upto 4 Wires 0.5" Strand Cable
16-73-h Each each 2,075.10 623.10 623.10 2,075.10Stressing and Grouting for Cables upto 24/0.5" (Single End
Stressing).
16-73-i Each each 1,867.40 415.40 415.40 1,867.40Stressing and Grouting for Cables ranging from 13/0.5" to
24/.05" (Single End Stressing).
16-73-j Each each 1,749.60 297.60 297.60 1,749.60Stressing and Grouting for Cable below 13/0.5" (Single
End Stressing).
16-74-a Tonne ton 163,350.00 0.00 0.00 165,971.28Supply of High Tensile Pre-stressed concrete steel wire
strand Grade 270K 0.5" dia. Packed in standard
reeless/weldless coils of two 2000 kgs approximately
binded and wraped in Hessian Cloth.
16-74-b Tonne ton 127,050.00 0.00 0.00 129,088.77Supply of P.C Steel wire Dia 7 mm and 8 mm. Packed in
reeless coils of 600 kgs to 800kgs properly binded.
16-74-c Tonne ton 114,950.00 0.00 0.00 116,794.60Supply of P.C Steel wire Dia 4 mm and 5 mm. Packed in
reeless coils of 600 kgs to 800kgs properly binded.
16-75-a 1 Rft m 173.29 16.73 5.10 568.54Galvanized Sheath for 20 to 24 Wires 0.5" Strand Cable
16-75-b 1 Rft m 150.30 16.73 5.10 493.11Galvanized Sheath for 16 to 19 Wires 0.5" Strand Cable
16-75-c 1 Rft m 129.73 16.73 5.10 425.62Galvanized Sheath for 13 to 15 Wires 0.5" Strand Cable
16-75-d 1 Rft m 112.79 16.73 5.10 370.05Galvanized Sheath for 10 to 12 Wires 0.5" Strand Cable
16-75-e 1 Rft m 103.11 16.73 5.10 338.29Galvanized Sheath for 8 to 9 Wires 0.5" Strand Cable
16-75-f 1 Rft m 93.43 16.73 5.10 306.53Galvanized Sheath for 5 to 7 Wires 0.5" Strand Cable
16-75-g 1 Rft m 78.91 16.73 5.10 258.89Galvanized Sheath for upto 4 Wires 0.5" Strand Cable
16-76-a 8 Rft m 12,438.19 0.00 0.00 5,100.96Precast Reinfored Concrete Kerb New Jersy Barrier for
Median (Double Face)
16-76-b 8 Rft m 8,659.55 0.00 0.00 3,551.32Precast Reinforced Concrete Kerb New Jersy Barrier for
Bridge (Single Face)
16-77 100 Sft m2 3,836.66 98.77 917.91 412.82Repair to pot holes including cleaning, brushing, removal
of loose material and filling of the same with clean stone of
size 0.75" to 1.5" with hot bitumen manual compaction
with rammer (water bound 3% biutmen)
Page 100 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
LINING OF CANALSChapter #
:
17
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
17-01-a 100 Sft m2 311.55 33.52 311.55 33.52Formation, dressing and preparing sub-grade in bed
17-01-b 100 Sft m2 434.00 46.70 434.00 46.70Formation, dressing and preparing sub-grade On slope
17-02 100 Sft m2 1,309.88 91.73 852.50 140.94Stabilized layer of cement, sand mortar 1:30 2" thick on
slope
17-03-a 100 Sft m2 816.88 65.94 612.87 87.901/2" thick plaster of cement, sand motar 1:10 in bed
17-03-b 100 Sft m2 986.76 84.22 782.75 106.171/2" thick plaster of cement, sand motar 1:10 On slope
17-04-a 100 Sft m2 1,657.22 84.22 782.75 178.321«" thick plaster of cement, sand mortar 1:6 in bed
17-04-b 100 Sft m2 1,874.22 107.57 999.75 201.671«" thick plaster of cement, sand mortar 1:6 On slope
17-05-a 100 Sft m2 955.42 65.94 612.87 102.803/8" thick plaster of cement, sand mortar 1:3 in bed
17-05-b 100 Sft m2 1,125.30 84.22 782.75 121.083/8" thick plaster of cement, sand mortar 1:3 On slope
17-06-a 100 Cft m3 12,612.88 1,086.55 3,076.75 4,454.20The rates covers
laying tiles including
mortar item 17.01 to
17.05 are payable
separately.
Lining with Brick tiles 12"x6"x2", in c/s mortar 1:6 over a
layer of 1/8" thick c/s mortar 1:6 (in bed)
17-06-b 100 Cft m3 13,039.13 1,237.07 3,503.00 4,604.73Lining with Brick tiles 12"x6"x2", in c/s mortar 1:6 over a
layer of 1/8" thick c/s mortar 1:6 (On slope)
17-07-a 100 Cft m3 13,685.42 1,086.55 3,076.75 4,832.96dittoLining with Brick tiles 12"x6"x2", in c/s mortar 1:3 over a
layer of 1/8" thick c/s mortar 1:3 (in bed)
17-07-b 100 Cft m3 14,111.67 1,237.07 3,503.00 4,983.49Lining with Brick tiles 12"x6"x2", in c/s mortar 1:3 over a
layer of 1/8" thick c/s mortar 1:3 (On slope)
17-08-a 100 Cft m3 10,634.53 1,086.55 3,076.75 3,755.55dittoLining with bricks 9"x4.5"x3" (First Class) in c/s mort. 1:6
ove a layer of 1/8" thick c/s mortar 1:6 (in bed)
17-08-b 100 Cft m3 11,060.78 1,237.07 3,503.00 3,906.08Lining with bricks 9"x4.5"x3" (First Class), in c/s mort. 1:6
over a layer of 1/8" thick c/s mortar 1:6 (On slope)
17-09-a 100 Cft m3 11,707.08 1,086.55 3,076.75 4,134.32dittoLining with bricks 9"x4.5"x3" (First Class), in c/s mort. 1:3
over a layer of 1/8" thick c/s mortar 1:3 (in bed)
17-09-b 100 Cft m3 12,133.33 1,237.07 3,503.00 4,284.85Lining with bricks 9"x4.5"x3" (First Class), in c/s mort. 1:3
over a layer of 1/8" thick c/s mortar 1:3 (On slope)
17-10-a-01 100 Cft m3 12,047.65 848.44 2,402.50 4,254.594" thick PCC lining, using washed screened & graded stone
aggregate : in bed : Ratio 1:2:4
17-10-a-02 100 Cft m3 10,124.72 848.44 2,402.50 3,575.514" thick PCC lining, using washed screened & graded stone
aggregate : in bed : Ratio 1:3:6
17-10-a-03 100 Cft m3 8,471.86 848.44 2,402.50 2,991.814" thick PCC lining, using washed screened & graded stone
aggregate : in bed : Ratio 1:4:8
17-10-b-01 100 Cft m3 12,473.90 998.96 2,828.75 4,405.124" thick PCC lining, using washed screened & graded stone
aggregate : On slope : Ratio 1:2:4
17-10-b-02 100 Cft m3 10,550.97 998.96 2,828.75 3,726.044" thick PCC lining, using washed screened & graded stone
aggregate : On slope : Ratio 1:3:6
17-10-b-03 100 Cft m3 8,898.11 998.96 2,828.75 3,142.344" thick PCC lining, using washed screened & graded stone
aggregate : On slope : Ratio 1:4:8
Page 101 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
LINING OF CANALSChapter #
:
17
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
17-11-a 1Rft m 453.32 385.97 117.64 1,487.28Providing and Laying PCC SEGMENTS in PRECAST
Lining (PARABOLA TYPE) TYPE A
17-11-b 1Rft m 219.94 257.32 78.43 721.57PROVIDinG AND LAYin PCC SEGMENTS in
PRECAST Lining (PARABOLA TYPE) TYPE B
17-11-c 1Rft m 161.17 209.85 63.96 528.76Providing and Laying PCC segments in Precast lining
(Parabola type) Type C
17-11-d 1Rft m 137.43 209.85 63.96 450.90Providing and Laying PCC segments in Precast lining
(Parabola type) Type d
17-11-e 1Rft m 114.86 192.90 58.80 376.84Providing and Laying PCC segments in Precast lining
(Parabola type) Type SPL D
17-11-f 1Rft m 104.09 192.90 58.80 341.51Providing and Laying PCC segments in Precast lining
(Parabola type) Type e
Page 102 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SHEET PILINGChapter #
:
18
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
18-01 Each Cut 147.25 147.25 147.25 147.25Cutting Ransome & Larson piles.
18-02 Each Cut 159.03 159.03 159.03 159.03Cutting universal piles
18-03-a 1 RFT m 43.81 143.72 43.81 143.72a) The rates includes
laying and removing
of track and also
carriage way of piles
to machine, average
distance of 100 ft.
Driving steel piles to depth of: Upto 15'
18-03-b 1 RFT m 58.93 193.33 58.93 193.33b) The rates are for
the trackle ganges
only supplied by the
contractor. Mechincal
staff on machine will
be supplied by the
Govt;
Driving steel piles to depth of: More than 15' to 25'
18-03-c 1 RFT m 61.48 201.71 61.48 201.71c) T-piles and
adjustable junction
piles will be counted
as two piles.
Driving steel piles to depth of: More than 25' to 30'
18-04 Each Each 130.20 130.20 130.20 130.20Dolleying piles upto 5'
18-05 Each Each 17.67 17.67 17.67 17.67Drilling holes in piles by hand
18-06 Each Each 5,020.76 5,020.76 5,020.76 5,020.76Raising and lowering machine
18-07-a Job Job 2,883.00 2,883.00 2,883.00 2,883.00Turning Machine : 90
18-07-b Job Job 3,596.00 3,596.00 3,596.00 3,596.00Turning Machine : 135
18-07-c Job Job 4,619.00 4,619.00 4,619.00 4,619.00Turning Machine : 180
18-08 50 meter 50 m 4,501.20 4,501.20 4,501.20 4,501.20Travelling machine (light)
18-09 tonne tonne 103.23 103.23 103.23 103.23To be done by hand
carts or ramps,
including cost of
ropes.
Loading and unloading piles
18-10 50 meter 50 m 2,317.25 2,317.25 2,317.25 2,317.25Carriage of piling machine under different conditions
18-11 Each Each 13,726.80 13,726.80 13,726.80 13,726.80Erecting piling machines
18-12 Each Each 13,726.80 13,726.80 13,726.80 13,726.80Dismantling piling machine
Page 103 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-01 100 Cft m3 530.10 187.20 530.10 187.20Cutting pilchi, frash or sarkanda including carriage within
1.5 km.
19-02 100 Sft m2 1,004.40 108.07 1,004.40 108.07Weaving matresses
19-03-a Each Each 28.65 22.60 22.60 28.65The rate dones not
include supply of
sand or earth for
filling of bags, which
shall be paid extra.
Supply & fill used synthetic fibre/plastic bags 1.25cft
capacity with sand or earth, sewing & stacking : in dry
19-03-b Each Each 34.23 28.18 28.18 34.23Supply & fill used synthetic fibre/plastic bags 1.25cft
capacity with sand or earth, sewing & stacking : Under
water
19-03-c Each each 38.33 22.60 22.60 38.33Supply & fill used cotton bags 1.25 cft capacity with sand
or earth, sewing & stacking : in dry
19-03-d Each each 43.91 28.18 28.18 43.91Supply & fill used cotton bags 1.25 cft capacity with sand
or earth, sewing & stacking : Under Water
19-04-a Each Each 103.71 90.40 90.40 103.71dittoSupply & fill new synthetic fibre/plastic bags 4-5cft
capacity with sand or earth,sewing, stacking : in dry
19-04-b Each Each 126.03 112.72 112.72 126.03Supply & fill new synthetic fibre/plastic bags 4-5cft
capacity with sand or earth,sewing, stacking : Under water
19-04-c Each each 117.02 90.40 90.40 117.02Supply & fill used cotton bags 4-5 cft capacity with sand or
earth, sewing & stacking : in dry
19-04-d Each each 139.34 112.72 112.72 139.34Supply & fill used cotton bags 4-5 cft capacity with sand or
earth, sewing & stacking : Under Water
19-05-a 100 No. 100 No. 114.39 114.39 114.39 114.39Carriage of synthetic fibre/plastic bags 1.25 cft capacity
filled with sand / earth : 1st 50 m
19-05-b 100No/50
m
100No/50m 86.49 86.49 86.49 86.49Carriage of synthetic fibre/plastic bags 1.25 cft capacity
filled with sand / earth : 2nd & 3rd 50 m
19-05-c 100No/50
m
100No/50m 9.49 9.49 9.49 9.49Carriage of synthetic fibre/plastic bags 1.25 cft capacity
filled with sand / earth : 4th and subsequent 50 m
19-06-a 100 No. 100 Nos. 457.56 457.56 457.56 457.56Carriage of new synthetic fibre/plastic bags 4-5 cft capacity
filled with sand/earth : 1st 50 m
19-06-b 100No/50
m
100No/50m 345.96 345.96 345.96 345.96Carriage of new synthetic fibre/plastic bags 4-5 cft capacity
filled with sand/earth : 2nd & 3rd 50 m
19-06-c 100No/50
m
100No/50m 37.94 37.94 37.94 37.94Carriage of new synthetic fibre/plastic bags 4-5 cft capacity
filled with sand/earth : 4th & subsequent 50 m
19-07-a 100 Sft m2 306.90 33.02 306.90 33.02Rolling matresses to river edge & floating, after unrolling
with area : Upto 200 m2
19-07-b 100 Sft m2 488.25 52.54 488.25 52.54Rolling matresses to river edge & floating, after unrolling
with area : Over 200 to 250 m2
19-07-c 100 Sft m2 583.11 62.74 583.11 62.74Rolling matresses to river edge & floating, after unrolling
with area : Over 250 m2
19-08 100 No. 100 No. 492.64 404.55 404.55 492.64Sewing empty cement bags in sheets
Page 104 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-09 100 Cft m3 544.05 192.13 544.05 192.13Measured in the
shape of compact
round bundles and of
size specified for the
work before filling at
site.
Making compact round pilchi, frash or sarkanda round
bundles of specified size for the work
19-10 100 Cft m3 334.80 118.23 334.80 118.23Launching the bundles mentioned in Item 19-09 above &
placing in position
19-11-a 100 Cft m3 1,009.98 356.67 1,009.98 356.67Supply within 150m (500 feet) : Boulders 9" and above
19-11-b 100 Cft m3 675.18 238.44 675.18 238.44Supply within 150m (500 feet) : Over size shingle 3" to 9"
19-11-c 100 Cft m3 797.94 281.79 797.94 281.79Supply within 150m (500 feet): Mixed graded shingle
19-12 Each Each 102.60 69.75 69.75 102.60Supplying munj or patha trungers (6" mesh to hold 3 cft)
stones/boulders
19-13-a-01 100 Sft m2 2,041.44 86.86 807.24 219.66Provide & weave GI wire netting for wire crates 6"x9"
mesh : 15 SWG wire
19-13-a-02 100 Sft m2 4,222.88 155.97 1,449.56 454.38Provide & weave GI wire netting for wire crates 6"x9"
mesh : 10 SWG wire
19-13-a-03 100 Sft m2 7,368.94 228.82 2,126.60 792.90Provide & weave GI wire netting for wire crates 6"x9"
mesh : 8 SWG wire
19-13-b-01 100 Sft m2 2,728.48 116.75 1,085.00 293.58Provide & weave GI wire netting for wire crates 6"x6"
mesh : 15 SWG wire
19-13-b-02 100 Sft m2 5,801.35 226.02 2,100.56 624.22Provide & weave GI wire netting for wire crates 6"x6"
mesh : 10 SWG wire
19-13-b-03 100 Sft m2 9,817.39 303.54 2,821.00 1,056.35Provide & weave GI wire netting for wire crates 6"x6"
mesh : 8 SWG wire
19-13-c-01 100 Sft m2 3,427.83 147.57 1,371.44 368.84Provide & weave GI wire netting for wire crates 4"x6"
mesh : 15 SWG wire
19-13-c-02 100 Sft m2 7,104.57 277.39 2,577.96 764.45Provide & weave GI wire netting for wire crates 4"x6"
mesh : 10 SWG wire
19-13-c-03 100 Sft m2 11,942.89 372.65 3,463.32 1,285.05Provide & weave GI wire netting for wire crates 4"x6"
mesh : 8 SWG wire
19-14 100 Cft m3 1,368.00 98.53 279.00 483.11Providing and Laying shingle on top of bund, including
handling of materials within 100 m.
19-15-a 100 Cft m3 1,828.50 197.06 558.00 645.73Supply & dump at site, without boat, including handling
within 100m : Stone or boulder
19-15-b 100 Cft m3 1,647.00 197.06 558.00 581.63Supply & dump at site, without boat, including handling
within 100m : Shingle or spawls
19-15-c 100 Cft m3 2,838.50 147.79 418.50 1,002.41Supply & dump at site, without boat, including handling
within 100m : Brick bats
19-16-a 100 Cft m3 2,605.00 492.64 1,395.00 919.95Supplying and dumping by boat, including loading within
100m lead : Stone or boulder
19-16-b 100 Cft m3 2,484.00 492.64 1,395.00 877.22Supplying and dumping by boat, including loading within
100m lead : Shingle or spawls
Page 105 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-16-c 100 Cft m3 3,536.00 394.11 1,116.00 1,248.73Supplying and dumping by boat, including loading within
100m lead : Brick bats
19-17-a 100 Cft m3 3,117.50 246.32 697.50 1,100.94Provide & fill brick bats in crates, excluding cost of crates :
without hand packing.
19-17-b 100 Cft m3 3,257.00 295.58 837.00 1,150.20Provide & fill brick bats in crates, excluding cost of crates :
with hand packing.
19-18-a 100 Cft m3 1,812.64 212.82 602.64 640.13Supply & fill bricks in wire crates including sewing crates,
excl cost of crates : Stone or boulder
19-18-b 100 Cft m3 1,688.85 211.84 599.85 596.41Supply & fill bricks in wire crates including sewing crates,
excl cost of crates : Shingle or spawls
19-19 100 Cft m3 55.80 19.71 55.80 19.71Extra for anchoring boat for dumping by boats or tipping
crates
19-20 100 Cft m3 558.00 197.06 558.00 197.06Extra for tipping crates (in addition to achoring boats)
19-21 100 Sft m2 1,852.00 30.02 279.00 199.28Pilchi revetment, including carriage upto 1.5 km
19-22 100 Sft m2 36.30 0.00 0.00 3.91Surface protection with pilchi matresses including carriage
upto 1.5 km.
19-23 100 Sft m2 7,181.54 60.04 558.00 772.73Pilchi, sarkanda or frash pitching on slopes, incl supply
within 1.5 km, pegging & tying with wire
19-24-a 100 Sft m2 4,097.88 63.38 589.00 440.93P&E groynes, vertical wooden stakes 7"-12" dia Upto 1.5
m high, single row of stakes at 0.3m
19-24-b 100 Sft m2 5,031.38 111.74 1,038.50 541.38P&E groynes, vertical wooden stakes 7"-12" dia Upto 3 m
high, double row of stakes at 0.6m
19-25 100 Cft m3 3,046.00 306.53 868.00 1,075.69Providing and Laying stone pithcing/filling, dry hand
packed in pitching & aprons
19-26 100 Cft m3 3,077.00 317.48 899.00 1,086.63Supplying stone and stone filling in GI wire crate and its
sewing, excluding cost of crates
19-27 100 Cft m3 4,628.60 711.59 2,015.00 1,634.58Providing and Laying stone pitching with hammer dressed
stones on surface, laid in courses
19-28-a 100 Cft m3 5,186.60 908.65 2,573.00 1,831.63Providing and Laying stone pitching for top layer only : On
slope
19-28-b 100 Cft m3 4,628.60 711.59 2,015.00 1,634.58Providing and Laying stone pitching for top layer only : On
level
19-29-a 100 Cft m3 2,822.05 150.53 426.25 996.60Providing and Laying stone or spawl filling : On slope
19-29-b 100 Cft m3 2,752.30 125.90 356.50 971.97Providing and Laying stone or spawl filling : On level
19-30-a 100 Cft m3 7,310.71 1,111.18 3,146.50 2,581.76Providing and Laying grouted stone pitching, in 1:8 c/s
mortar Top layer on slope
19-30-b 100 Cft m3 6,737.21 908.65 2,573.00 2,379.23Providing and Laying grouted stone pitching, in 1:8 c/s
mortar Top layer on level
19-30-c 100 Cft m3 6,310.96 758.12 2,146.75 2,228.70Providing and Laying grouted stone pitching, in 1:8 c/s
mortar Stone pitching/filling on slope or on level
19-31-a 100 Sft m2 4,122.08 130.09 1,209.00 443.54Grouting stone pitching or apron etc, in : Cement, sand
mortar 1:3
Page 106 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-31-b 100 Sft m2 2,722.54 130.09 1,209.00 292.95Grouting stone pitching or apron etc, in : Cement, sand
mortar 1:8
19-32 100 Sft m2 1,007.05 45.86 426.25 108.36Sand grouting in stone apron, with high pressure hose
19-33 100 Cft m3 820.65 123.16 348.75 289.81Grouting stone filling or pitching with bajri
19-34 100 Cft m3 2,046.00 722.54 2,046.00 722.54Remove stone & repitching hand packed, on slopes or
level, making good damaged portion
19-35 100 Cft m3 837.00 295.58 837.00 295.58Collect & stack boulders from nullah beds or loose shale
etc within 100m lead
19-36 100 Cft m3 752.95 150.53 426.25 265.90Levelling and dressing stone filling under blocks and
grouting with shingle
19-37 100 Cft m3 1,184.90 251.79 713.00 418.44Grouting jharies between blocks with bajri
19-38-a 100 Cft m3 418.50 147.79 418.50 147.79Breaking stone into spawls and stacking
19-38-b 100 Cft m3 5,333.85 960.65 2,720.25 1,883.63Stone pitching with hammer dressed stone on surface laid
in courses including carriage of material with in 91.50 (300
feet) meters.
19-38-c 100 Cft m3 7,287.60 1,111.18 3,146.50 2,573.60Stone pitching hand packed with surface levelled off to the
correct section with hammer dressed stone and voids filled
in 1:8 cement mortar in floors of bridges and along banks
and in aprons etc including 91.50 meter lead.
19-38-d 100 Cft m3 1,131.50 399.59 1,131.50 399.59Removing stone and repitching, hand packed on slopes
after making good damage slope.
19-38-e 100 Cft m3 558.00 197.06 558.00 197.06Collecting and stacking boulders from nullah beds or loose
shale from any other site, within 91.50 (300 feet) meter
lead
19-38-f-01 100 Cft m3 5,186.60 908.65 2,573.00 1,831.63Stone pitching for top layer only on slop
19-38-f-02 100 Cft m3 4,628.60 711.59 2,015.00 1,634.58Stone pitching for top layer only on Bed
19-38-g-01 100 Cft m3 2,752.30 125.90 356.50 971.97Laying stone or spawl filling. a)on level
19-38-g-02 100 Cft m3 2,822.05 150.53 426.25 996.60Laying stone or spawl filling. a)on slop
19-39-a Each Each 14.26 14.26 14.26 14.26Fix floating spurs, with material from canal plantation
within 1 km : Upto 2' FS depth
19-39-b Each Each 20.24 20.24 20.24 20.24Fix floating spurs, with material from canal plantation
within 1 km : Over 2' to 3' FS depth
19-39-c Each Each 28.52 28.52 28.52 28.52Fix floating spurs, with material from canal plantation
within 1 km : Over 3' to 4' FS depth
19-39-d Each Each 57.04 57.04 57.04 57.04Fix floating spurs, with material from canal plantation
within 1 km : Exceeding 4' depth
19-40-a-01 100 No. 100 No. 1,171.07 929.07 929.07 1,171.07Royalty to be paid to
the forest Department
or cost to the private
owner, as the case
may be, if and when
required.
Stake & bush from canal plantation etc : Pegs 3.5' long,
3"-6" dia: Unsharpened within 1km
Page 107 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-40-a-02 100 No. 100 No. 441.75 441.75 441.75 441.75Stake & bush from canal plantation etc : Pegs 3.5' long,
3"-6" dia: Sharpening one end
19-40-a-03 100 No. 100 No. 348.75 348.75 348.75 348.75Stake & bush from canal plantation etc : Pegs 3.5' long,
3"-6" dia: Driving 1' below ground
19-40-a-04 100 Rft 100 Rft 157.65 139.50 139.50 157.65Stake & bush from canal plantation etc : Pegs 3.5' long,
3"-6" dia: Tying with munj, patha ban
19-40-a-05 100 Rft 100 Rft 1,339.50 976.50 976.50 1,339.50Stake & bush from canal plantation etc : Pegs 3.5' long,
3"-6" dia: Wattle+intertwine brushwood
19-40-b-01 100 No. 100 No. 1,431.57 1,068.57 1,068.57 1,431.57Stake & bush from canal plantation etc : Pegs 4' long, 3"-6"
dia: Unsharpened within 1km
19-40-b-02 100 No. 100 No. 441.75 441.75 441.75 441.75Stake & bush from canal plantation etc : Pegs 4' long, 3"-6"
dia: Sharpening one end
19-40-b-03 100 No. 100 No. 488.25 488.25 488.25 488.25Stake & bush from canal plantation etc : Pegs 4' long, 3"-6"
dia: Driving 1.25' below ground
19-40-b-04 100 Rft 100 Rft 157.65 139.50 139.50 157.65Stake & bush from canal plantation etc : Pegs 4' long, 3"-6"
dia: Tying with munj, patha ban
19-40-b-05 100 Rft 100 Rft 1,548.75 1,185.75 1,185.75 1,548.75dittoStake & bush from canal plantation etc : Pegs 4' long, 3"-6"
dia: Wattle+intertwine brushwood
19-40-c-01 100 No. 100 No. 1,528.50 1,286.50 1,286.50 1,528.50Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"
dia: Unsharpened within 1km
19-40-c-02 100 No. 100 No. 471.20 471.20 471.20 471.20Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"
dia: Sharpening one end
19-40-c-03 100 No. 100 No. 412.30 412.30 412.30 412.30Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"
dia: Driving 1.5' below ground
19-40-c-04 100 Rft 100 Rft 157.65 139.50 139.50 157.65Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"
dia: Tying with munj, patha ban
19-40-c-05 100 Rft 100 Rft 1,813.80 1,450.80 1,450.80 1,813.80Royalty to be paid to
the forest Department
or cost to the private
owner, as the case
may be, if and when
required.
Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"
dia: Wattle+intertwine brushwood
19-40-d-01 100 No. 100 No. 1,815.25 1,573.25 1,573.25 1,815.25Stake & bush from canal plantation etc : Pegs 6' long, 3"-6"
dia: Unsharpened within 1km
19-40-d-02 100 No. 100 No. 547.77 547.77 547.77 547.77Stake & bush from canal plantation etc : Pegs 6' long, 3"-6"
dia: Sharpening one end
19-40-d-03 100 No. 100 No. 485.77 485.77 485.77 485.77Stake & bush from canal plantation etc : Pegs 6' long, 3"-6"
dia: Driving 1.75' below ground
19-40-d-04 100 Rft 100 Rft 157.65 139.50 139.50 157.65Stake & bush from canal plantation etc : Pegs 6' long, 3"-6"
dia: Tying with munj, patha ban
19-40-d-05 100 Rft 100 Rft 2,176.50 1,813.50 1,813.50 2,176.50dittoStake & bush from canal plantation etc : Pegs 6' long, 3"-6"
dia: Wattle+intertwine brushwood
Page 108 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-40-e-01 100 No. 100 No. 3,528.00 3,286.00 3,286.00 3,528.00Stake & bush from canal plantation etc : Pegs 8' long, 4"-8"
dia: Unsharpened within 1km
19-40-e-02 100 No. 100 No. 689.13 689.13 689.13 689.13Stake & bush from canal plantation etc : Pegs 8' long, 4"-8"
dia: Sharpening one end
19-40-e-03 100 No. 100 No. 537.23 537.23 537.23 537.23Stake & bush from canal plantation etc : Pegs 8' long, 4"-8"
dia: Driving 2' below ground
19-40-e-04 100 Rft 100 Rft 161.28 139.50 139.50 161.28Stake & bush from canal plantation etc : Pegs 8' long, 4"-8"
dia: Tying with munj, patha ban
19-40-e-05 100 Rft 100 Rft 2,455.50 2,092.50 2,092.50 2,455.50dittoStake & bush from canal plantation etc : Pegs 8' long, 4"-8"
dia: Wattle+intertwine brushwood
19-41-a-01 100 No. 100 No. 18,150.00 0.00 0.00 18,150.00dittoStake, market bamboo, bush from any source 8'-10' long,
2.5"-5" dia : Supply bamboo
19-41-a-02 100 No. 100 No. 589.00 589.00 589.00 589.00Stake, market bamboo, bush from any source 8'-10' long,
2.5"-5" dia : Sharpen one end
19-41-a-03 100 No. 100 No. 620.00 620.00 620.00 620.00Stake, market bamboo, bush from any source 8'-10' long,
2.5"-5" dia : Driving bamboo 2.5'
19-41-a-04 100 Rft 100 Rft 300.78 279.00 279.00 300.78Stake, market bamboo, bush from any source 8'-10' long,
2.5"-5" dia : Tying bamboo with wire
19-41-a-05 100 Rft 100 Rft 3,231.30 2,650.50 2,650.50 3,231.30Royalty to be paid to
the forest Department
or cost to the private
owner, as the case
may be, if and when
required.
Stake, market bamboo, bush from any source 8'-10' long,
2.5"-5" dia : Wattle & intertwine
19-41-b-01 100 No. 100 No. 21,780.00 0.00 0.00 21,780.00Stake, market bamboo, bush from any source 10'-12' long,
2.5"-5" dia : Supply bamboo
19-41-b-02 100 No. 100 No. 689.13 689.13 689.13 689.13Stake, market bamboo, bush from any source 10'-12' long,
2.5"-5" dia : Sharpen one end
19-41-b-03 100 No. 100 No. 651.00 651.00 651.00 651.00Stake, market bamboo, bush from any source 10'-12' long,
2.5"-5" dia : Driving bamboo 2.75'
19-41-b-04 100 Rft 100 Rft 1,582.43 139.50 139.50 1,582.43Stake, market bamboo, bush from any source 10'-12' long,
2.5"-5" dia : Tying bamboo with wire
19-41-b-05 100 Rft 100 Rft 4,018.20 3,292.20 3,292.20 4,018.20dittoStake, market bamboo, bush from any source 10'-12' long,
2.5"-5" dia : Wattle & intertwine
19-41-c-01 100 No. 100 No. 25,410.00 0.00 0.00 25,410.00Stake, market bamboo, bush from any source 12'-14' long,
2.5"-5" dia : Supply bamboo
19-41-c-02 100 No. 100 No. 777.48 777.48 777.48 777.48Stake, market bamboo, bush from any source 12'-14' long,
2.5"-5" dia : Sharpen one end
19-41-c-03 100 No. 100 No. 723.23 723.23 723.23 723.23Stake, market bamboo, bush from any source 12'-14' long,
2.5"-5" dia : Driving bamboo 3.5'
19-41-c-04 100 Rft 100 Rft 1,582.43 139.50 139.50 1,582.43Stake, market bamboo, bush from any source 12'-14' long,
2.5"-5" dia : Tying bamboo with wire
Page 109 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
PROTECTION AND DIVERSION WORKSChapter #
:
19
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
19-41-c-05 100 Rft 100 Rft 4,858.23 3,841.83 3,841.83 4,858.23dittoStake, market bamboo, bush from any source 12'-14' long,
2.5"-5" dia : Wattle & intertwine
19-41-d-01 100 No. 100 No. 29,040.00 0.00 0.00 29,040.00Stake, market bamboo, bush from any source 14'-16' long,
2.5"-5" dia : Supply bamboo
19-41-d-02 100 No. 100 No. 883.50 883.50 883.50 883.50Stake, market bamboo, bush from any source 14'-16' long,
2.5"-5" dia : Sharpen one end
19-41-d-03 100 No. 100 No. 806.00 806.00 806.00 806.00Stake, market bamboo, bush from any source 14'-16' long,
2.5"-5" dia : Driving bamboo 4'
19-41-d-04 100 Rft 100 Rft 1,582.43 139.50 139.50 1,582.43Stake, market bamboo, bush from any source 14'-16' long,
2.5"-5" dia : Tying bamboo with wire
19-41-d-05 100 Rft 100 Rft 5,067.60 3,906.00 3,906.00 5,067.60Royalty to be paid to
the forest Department
or cost to the private
owner, as the case
may be, if and when
required.
Stake, market bamboo, bush from any source 14'-16' long,
2.5"-5" dia : Wattle & intertwine
19-41-e-01 100 No. 100 No. 36,300.00 0.00 0.00 36,300.00Stake, market bamboo, bush from any source 16'-20' long,
2.5"-5" dia : Supply bamboo
19-41-e-02 100 No. 100 No. 1,036.64 1,036.64 1,036.64 1,036.64Stake, market bamboo, bush from any source 16'-20' long,
2.5"-5" dia : Sharpen one end
19-41-e-03 100 No. 100 No. 971.23 971.23 971.23 971.23Stake, market bamboo, bush from any source 16'-20' long,
2.5"-5" dia : Driving bamboo 4'
19-41-e-04 100 Rft 100 Rft 1,582.43 139.50 139.50 1,582.43Stake, market bamboo, bush from any source 16'-20' long,
2.5"-5" dia : Tying bamboo with wire
19-41-e-05 100 Rft 100 Rft 5,491.80 4,185.00 4,185.00 5,491.80dittoStake, market bamboo, bush from any source 16'-20' long,
2.5"-5" dia : Wattle & intertwine
19-42 100 Cft m3 533.40 98.54 279.04 188.37dittoCut & supply brushwood from canal plantation or from any
other source, within 1.5 km.
19-43 100 Cft m3 139.05 49.10 139.05 49.10Measured in
compacted and
packed shape before
filling.
Filling brush wood only, thoroughly packed
19-44 100 Rft 50 m 166.84 273.62 166.84 273.62Covering road 10' to 12' wide, with 3" sarkanda or jungle,
upto 50m lead
19-45 100 Sft m2 1,815.06 195.30 1,815.06 195.30Gachi pitching 1' thick
19-46 100 Sft m2 1,535.02 165.17 1,535.02 165.17Gachi pitching done with silt clearance and berm dressing
19-47 100 Cft m3 2,116.63 208.00 589.00 747.48Filter granular backfill behind retaining wall (stone/boulder
filling upto one meter to prevent choking of weep holes).
Page 110 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
OUTLETSChapter #
:
20
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
20-01-a Job Job 697.50 697.50 697.50 697.50Includes
consolidation of earth
after refilling
Earthwork for Outlets : Exc/Refill/Ram/Puddle Upto 50
cusecs channel discharge
20-01-b Job Job 920.70 920.70 920.70 920.70Earthwork for outlets : Exc/Refill/Ram/Puddle 51-100
cusecs channel discharge
20-01-c Job Job 1,395.00 1,395.00 1,395.00 1,395.00Earthwork for outlets : Exc/Refill/Ram/Puddle 101-200
cusecs channel discharge
20-01-d Job Job 1,883.25 1,883.25 1,883.25 1,883.25Earthwork for outlets : Exc/Refill/Ram/Puddle 201-350
cusecs channel discharge
20-01-e Job Job 2,790.00 2,790.00 2,790.00 2,790.00Earthwork for Outlets : Ex/Refill/Ram/Puddle Over 350
cusecs channel discharge
20-02-a Each Each 697.50 697.50 697.50 697.50The rates are for total
dismantlement and
remaoval of material.
The rates do not
include earthwork for
which rates are given
in item No 20-01
above.
Dismantling outlets: Old types such as KGO's orfices, etc
20-02-b Each Each 1,046.25 1,046.25 1,046.25 1,046.25Dismantling outlets: APM or OF, 'H' upto 2.0 ft.
20-02-c Each Each 1,395.00 1,395.00 1,395.00 1,395.00Dismantling outlets: APM or OF, 'H' from 2.1-3.0ft
20-02-d Each Each 1,743.75 1,743.75 1,743.75 1,743.75Dismantling outlets: APM or OF, 'H' above 3.0 ft
20-02-e Each Each 1,046.25 1,046.25 1,046.25 1,046.25Dismantling outlets: Tail cluster bifurcation
20-02-f Each Each 1,395.00 1,395.00 1,395.00 1,395.00Dismantling outlets: Tail cluster trifurcation
20-02-g Each Each 1,743.75 1,743.75 1,743.75 1,743.75Dismantling outlets: Tail cluster quardification
20-03 Each Each 493.35 286.44 286.44 493.35Making temporary APM brick block & fixing at site
20-04 Job Job 720.75 720.75 720.75 720.75Dismantling walls, taking out temporary APM brick block,
fixing iron block & rebuilding walls
20-05 Each Each 720.75 720.75 720.75 720.75Dismantling walls & fitting iron block of OF outlet
20-06-a Each Each 1,395.00 1,395.00 1,395.00 1,395.00Constructing, watching & removing bund for outlet built in
running water : Upto 3' depth
20-06-b Each Each 1,883.25 1,883.25 1,883.25 1,883.25Constructing, watching & removing bund for outlet built in
running water : Over 3' depth
20-07 Each Each 729.20 444.85 444.85 729.20Adjusting "B" of tail cluster by dismantling and rebuilding
throat walls
20-08 Each Each 1,316.42 860.25 860.25 1,316.42Adjusting "Y" of an APM outlet, including dismantling and
rebuilding
20-09-a Each Each 968.43 868.00 868.00 968.43Extra labour in fixing APM and OF outlet blocks Depth
exceeding 5.0'
20-09-b Each Each 751.43 651.00 651.00 751.43Extra labour in fixing APM and OF outlet blocks Depth
more than 4.0' to 5.0'
20-09-c Each Each 621.23 520.80 520.80 621.23Extra labour in fixing APM and OF outlet blocks Depth
more than 3.0' to 4.0'
Page 111 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
OUTLETSChapter #
:
20
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
20-09-d Each Each 512.65 434.00 434.00 512.65Extra labour in fixing APM and OF outlet blocks Depth
more than 2.0' to 3.0'
20-09-e Each Each 404.07 347.20 347.20 404.07Extra labour in fixing APM and OF outlet blocks Depth
upto 2.0'
20-10 Each Each 419.54 286.44 286.44 419.54Repairing damaged reducing collar of hume pipe outlets
20-11 1 Rft m 23.01 75.50 23.01 75.50Laying iron pipes for outlets.
20-12 Each Each 348.75 348.75 348.75 348.75At the discretion of
the
Engineer-in-Charge
depending upon the
distance and the
source of supply.
Water allowance for constructing outlets or culverts, when
canal water not flowing
20-13 Each Each 299.15 299.15 299.15 299.15Hoisting and placing RC slab or stone in position on
outlets or WC culverts
20-14-a 1 Rft m 67.14 192.71 58.74 220.27Fixing pipe outlet, including backfilling of earth &
puddling : Portion under bank
20-14-b 1 Rft m 35.71 89.61 27.31 117.17Fixing pipe outlet, including backfilling of earth &
puddling : Portion under road, beyond bank
20-15-a 1 Rft m 46.53 152.65 46.53 152.65Removing pipe outlet,refilling earth & puddling Portion
under bank
20-15-b 1 Rft m 17.44 57.21 17.44 57.21Removing pipe outlet,refilling earth & puddling Portion
under road, beyond
20-16-a 1 Rft m 76.46 223.29 68.06 250.85Changing pipe outlets by removing one pipe & replacing :
Portion under bank
20-16-b 1 Rft m 42.34 111.35 33.94 138.91Changing pipe outlets by removing one pipe & replacing :
Portion under road, beyond
Page 112 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SINKING OF WELLSChapter #
:
21
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
21-01-a-01 100 Cft m3 206.99 73.10 206.99 73.10Excavate well in dry & dispose of soil within 50m in
ordinary soil or sand : Upto 1.5 m depth
21-01-a-02 100 Cft m3 216.47 76.45 216.47 76.45Excavate well in dry & dispose of soil within 50m in
ordinary soil or sand : 1.5 to 3 m depth
21-01-a-03 100 Cft m3 244.12 86.21 244.12 86.21Excavate well in dry & dispose of soil within 50m in
ordinary soil or sand : 3 to 4.5 m depth
21-01-a-04 100 Cft m3 278.88 98.49 278.88 98.49Excavate well in dry & dispose of soil within 50m in
ordinary soil or sand : 4.5 to 6 m depth
21-01-b-01 100 Cft m3 252.81 89.28 252.81 89.28Excavate well in dry & dispose of soil within 50m in hard
soil : Upto 1.5 m depth
21-01-b-02 100 Cft m3 263.87 93.19 263.87 93.19Excavate well in dry & dispose of soil within 50m in hard
soil : Above 1.5 to 3 m depth
21-01-b-03 100 Cft m3 288.36 101.83 288.36 101.83Excavate well in dry & dispose of soil within 50m in hard
soil : Above 3 to 4.5 m depth
21-01-b-04 100 Cft m3 324.71 114.67 324.71 114.67Excavate well in dry & dispose of soil within 50m in hard
soil : Above 4.5 to 6 m depth
21-01-c-01 100 Cft m3 544.34 192.23 544.34 192.23Excavate well in dry & dispose of soil within 50m in hard
strata like shingle : Upto 1.5 m depth
21-01-c-02 100 Cft m3 564.09 199.21 564.09 199.21Excavate well in dry & dispose of soil within 50m in hard
strata like shingle :1.5 to 3 m depth
21-01-c-03 100 Cft m3 587.79 207.58 587.79 207.58Excavate well in dry & dispose of soil within 50m in hard
strata like shingle : 3 to 4.5 m depth
21-01-c-04 100 Cft m3 631.24 222.92 631.24 222.92Excavate well in dry & dispose of soil within 50m in hard
strata like shingle : 4.5 to 6 m depth
21-02-a-01 100 Cft m3 1,116.33 394.23 1,116.33 394.23Dry sinking of well & disposal of soil within 50m in
ordinary soil : 3 to 4.5 m depth
21-02-a-02 100 Cft m3 1,395.21 492.71 1,395.21 492.71Dry sinking of well & disposal of soil within 50m in
ordinary soil : 4.5 to 6 m depth
21-02-a-03 100 Cft m3 1,674.09 591.20 1,674.09 591.20Dry sinking of well & disposal of soil within 50m in
ordinary soil : 6 to 7.5 m depth
21-02-a-04 100 Cft m3 1,952.98 689.69 1,952.98 689.69Dry sinking of well & disposal of soil within 50m in
ordinary soil : 7.5 to 9 m depth
21-02-a-05 100 Cft m3 2,231.86 788.17 2,231.86 788.17Dry sinking of well & disposal of soil within 50m in
ordinary soil : 9 to 10.5 m depth
21-02-a-06 100 Cft m3 2,510.74 886.66 2,510.74 886.66Dry sinking of well & disposal of soil within 50m in
ordinary soil : 10.5 to 12 m depth
21-02-a-07 100 Cft m3 2,790.42 985.43 2,790.42 985.43Dry sinking of well & disposal of soil within 50m in
ordinary soil : 12 to 13.5 m depth
21-02-a-08 100 Cft m3 3,069.30 1,083.91 3,069.30 1,083.91Dry sinking of well & disposal of soil within 50m in
ordinary soil : Exceeding 13.5 m depth
21-02-b-01 100 Cft m3 1,534.26 541.82 1,534.26 541.82Dry sinking of well & disposal of soil within 50m in hard
soil : 3 to 4.5 m depth
Page 113 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SINKING OF WELLSChapter #
:
21
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
21-02-b-02 100 Cft m3 1,813.14 640.30 1,813.14 640.30Dry sinking of well & disposal of soil within 50m in hard
soil : 4.5 to 6 m depth
21-02-b-03 100 Cft m3 2,092.81 739.07 2,092.81 739.07Dry sinking of well & disposal of soil within 50m in hard
soil : 6 to 7.5 m depth
21-02-b-04 100 Cft m3 2,371.70 837.56 2,371.70 837.56Dry sinking of well & disposal of soil within 50m in hard
soil : 7.5 to 9 m depth
21-02-b-05 100 Cft m3 2,650.58 936.05 2,650.58 936.05Dry sinking of well & disposal of soil within 50m in hard
soil : 9 to 10.5 m depth
21-02-b-06 100 Cft m3 2,929.47 1,034.53 2,929.47 1,034.53Dry sinking of well & disposal of soil within 50m in hard
soil : 10.5 to 12 m depth
21-02-b-07 100 Cft m3 3,208.35 1,133.02 3,208.35 1,133.02Dry sinking of well & disposal of soil within 50m in hard
soil : 12 to 13.5 m depth
21-02-b-08 100 Cft m3 3,487.23 1,231.51 3,487.23 1,231.51Dry sinking of well & disposal of soil within 50m in hard
soil : Exceeding 13.5 m depth
21-02-c-01 100 Cft m3 2,092.02 738.79 2,092.02 738.79Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 3 to 4.5 m depth
21-02-c-02 100 Cft m3 2,371.70 837.56 2,371.70 837.56Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 4.5 to 6 m depth
21-02-c-03 100 Cft m3 2,650.58 936.05 2,650.58 936.05Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 6 to 7.5 m depth
21-02-c-04 100 Cft m3 2,929.47 1,034.53 2,929.47 1,034.53Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 7.5 to 9 m depth
21-02-c-05 100 Cft m3 3,208.35 1,133.02 3,208.35 1,133.02Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 9 to 10.5 m depth
21-02-c-06 100 Cft m3 3,487.23 1,231.51 3,487.23 1,231.51Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 10.5 to 12 m depth
21-02-c-07 100 Cft m3 3,766.91 1,330.27 3,766.91 1,330.27Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : 12 to 13.5 m depth
21-02-c-08 100 Cft m3 4,045.79 1,428.76 4,045.79 1,428.76Dry sinking of well & disposal of soil within 50m in hard
strata like shingle : Over 13.5 m depth
21-03-a-01 100 Cft m3 1,325.60 468.13 1,325.60 468.13The outer dimensions
of the curb shall from
basis of payment.
Wet sinking of well for depths below spring level Upto 1.5
m depth
21-03-a-02 100 Cft m3 2,665.68 941.38 2,665.68 941.38Wet sinking of well for depths below spring level Above
1.5 to 3 m depth
21-03-a-03 100 Cft m3 4,102.24 1,448.69 4,102.24 1,448.69Wet sinking of well for depths below spring level Above 3
to 4.5 m depth
21-03-a-04 100 Cft m3 5,553.27 1,961.12 5,553.27 1,961.12Wet sinking of well for depths below spring level Above
4.5 to 6 m depth
21-03-a-05 100 Cft m3 7,322.87 2,586.05 7,322.87 2,586.05Wet sinking of well for depths below spring level Above 6
to 7.5 m depth
Page 114 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SINKING OF WELLSChapter #
:
21
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
21-03-a-06 100 Cft m3 9,354.33 3,303.45 9,354.33 3,303.45Wet sinking of well for depths below spring level Above
7.5 to 9 m depth
21-03-a-07 100 Cft m3 11,345.75 4,006.72 11,345.75 4,006.72Wet sinking of well for depths below spring level Above 9
to 10.5 m depth
21-03-a-08 100 Cft m3 14,029.52 4,954.48 14,029.52 4,954.48Wet sinking of well for depths below spring level Above
10.5 to 12 m depth
21-03-a-09 100 Cft m3 16,659.65 5,883.31 16,659.65 5,883.31Wet sinking of well for depths below spring level Above
12 to 13.5 m depth
21-03-a-10 100 Cft m3 20,044.70 7,078.73 20,044.70 7,078.73Wet sinking of well for depths below spring level
Exceeding 13.5 m depth
21-03-b-01 100 Cft m3 1,705.52 602.30 1,705.52 602.30Wet sinking of well for depths below spring level in
cohesive soil : Upto 1.5 m depth
21-03-b-02 100 Cft m3 3,333.00 1,177.04 3,333.00 1,177.04Wet sinking of well for depths below spring level in
cohesive soil : 1.5 to 3 m depth
21-03-b-03 100 Cft m3 5,030.79 1,776.61 5,030.79 1,776.61Wet sinking of well for depths below spring level in
cohesive soil : Above 3 to 4.5 m depth
21-03-b-04 100 Cft m3 6,665.21 2,353.80 6,665.21 2,353.80Wet sinking of well for depths below spring level in
cohesive soil : Above 4.5 to 6 m depth
21-03-b-05 100 Cft m3 9,192.81 3,246.41 9,192.81 3,246.41Wet sinking of well for depths below spring level in
cohesive soil : Above 6 to 7.5 m depth
21-03-b-06 100 Cft m3 11,591.90 4,093.64 11,591.90 4,093.64Wet sinking of well for depths below spring level in
cohesive soil : Above 7.5 to 9 m depth
21-03-b-07 100 Cft m3 14,218.25 5,021.13 14,218.25 5,021.13Wet sinking of well for depths below spring level in
cohesive soil : Above 9 to 10.5 m depth
21-03-b-08 100 Cft m3 17,775.71 6,277.44 17,775.71 6,277.44Wet sinking of well for depths below spring level in
cohesive soil : Above 10.5 to 12 m depth
21-03-b-09 100 Cft m3 20,825.26 7,354.38 20,825.26 7,354.38Wet sinking of well for depths below spring level in
cohesive soil : Above 12 to 13.5 m depth
21-03-b-10 100 Cft m3 24,913.98 8,798.30 24,913.98 8,798.30Wet sinking of well for depths below spring level in
cohesive soil : Exceeding 13.5 m depth
21-03-c-01 100 Cft m3 3,372.59 1,191.02 3,372.59 1,191.02Wet sinking of well for depths below spring level in
shingle/gravel etc : Upto 1.5 m depth
21-03-c-02 100 Cft m3 8,030.75 2,836.03 8,030.75 2,836.03Wet sinking of well for depths below spring level in
shingle/gravel etc : 1.5 to 3 m depth
21-03-c-03 100 Cft m3 10,950.47 3,867.13 10,950.47 3,867.13Wet sinking of well for depths below spring level in
shingle/gravel etc : 3 to 4.5 m depth
21-03-c-04 100 Cft m3 15,163.13 5,354.82 15,163.14 5,354.81Wet sinking of well for depths below spring level in
shingle/gravel etc : 4.5 to 6 m depth
21-03-c-05 100 Cft m3 22,788.77 8,047.79 22,788.77 8,047.79Wet sinking of well for depths below spring level in
shingle/gravel etc : 6 to 7.5 m depth
21-03-c-06 100 Cft m3 29,484.97 10,412.53 29,484.97 10,412.53Wet sinking of well for depths below spring level in
shingle/gravel etc : 7.5 to 9 m depth
Page 115 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SINKING OF WELLSChapter #
:
21
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
21-03-c-07 100 Cft m3 36,979.11 13,059.06 36,979.11 13,059.06Wet sinking of well for depths below spring level in
shingle/gravel etc : 9 to 10.5 m depth
21-03-c-08 100 Cft m3 47,902.71 16,916.70 47,902.71 16,916.70Wet sinking of well for depths below spring level in
shingle/gravel etc : 10.5 to 12 m depth
21-03-c-09 100 Cft m3 60,229.09 21,269.72 60,229.09 21,269.72Wet sinking of well for depths below spring level in
shingle/gravel etc : 12 to 13.5 m depth
21-03-c-10 100 Cft m3 76,638.20 27,064.55 76,638.20 27,064.55Wet sinking of well for depths below spring level in
shingle/gravel etc : Exceeding 13.5 m depth
21-04 100 Cft m3 184,997.55 33,283.24 94,247.55 65,331.31Making & fixing in position, kikar wood well curb
21-05 Each Each 565.75 565.75 565.75 565.75Laying well curb in position only
21-06-a 100 Cft m3 21,023.35 2,720.53 7,703.67 7,424.33a) If concrete mixer is
supplied by
government, all
charges including
depreciation will be
recoverd from the
contractor.
Providing & laying RCC well curb in position, using
coarse sand : Ratio 1:1.5:3
21-06-b 100 Cft m3 22,414.54 2,720.53 7,703.67 7,915.63b) The rate does not
include cost of steel
reinforement and its
labour for
bending/binding,
which is payable
separately.
Providing & laying RCC well curb in position, using
coarse sand : Ratio 1:2:4
21-07 Ton tonne 106,772.00 14,339.79 14,570.00 105,085.00Providing and fixing structural steel for cutting edge
Page 116 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE DRAINAGEChapter #
:
22
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
22-01-a-01 100 Rft m 1,915.17 18.57 566.10 62.83Tega formed of pacca bricks on end, laid in and over c/s
mortar : 3" thick : Ratio 1:3
22-01-a-02 100 Rft m 1,715.44 18.57 566.10 56.28Tega formed of pacca bricks on end, laid in and over c/s
mortar : 3" thick : Ratio 1:5
22-01-b-01 100 Rft m 2,216.99 20.50 624.82 72.74Tega formed of pacca bricks on end, laid in and over c/s
mortar : 4.5" thick : Ratio 1:3
22-01-b-02 100 Rft m 2,089.53 20.50 624.82 68.55Tega formed of pacca bricks on end, laid in and over c/s
mortar : 4.5" thick : Ratio 1:5
22-02-a 100 Sft m2 2,950.53 85.09 790.79 317.48Pacca flat brick 3" thick, laid in reimbursement, in c/s
mortar, on sides of drains etc : Ratio 1:3
22-02-b 100 Sft m2 2,737.02 85.09 790.79 294.50Pacca flat brick 3" thick, laid in reimbursement, in c/s
mortar, on sides of drains etc : Ratio 1:5
22-02-c 100 Sft m2 2,676.01 85.09 790.79 287.94Pacca flat brick 3" thick, laid in reimbursement, in c/s
mortar, on sides of drains etc : Ratio 1:6
22-03-a 100 Sft m2 4,116.22 94.98 882.73 442.91Pacca brick on edge, laid in reimbursement, in c/s mortar,
on sides of drains etc : Ratio 1:3
22-03-b 100 Sft m2 3,800.31 94.98 882.73 408.91Pacca brick on edge, laid in reimbursement, in c/s mortar,
on sides of drains etc : Ratio 1:5
22-03-c 100 Sft m2 3,707.29 94.98 882.73 398.90Pacca brick on edge, laid in reimbursement, in c/s mortar,
on sides of drains etc : Ratio 1:6
22-04-a 100 Sft m2 3,173.81 79.65 740.27 341.50Pacca flat brick, Herring bond pitching in c/s mortar laid to
line, grade, slope etc : Ratio 1:3
22-04-b 100 Sft m2 2,931.99 79.65 740.27 315.48Pacca flat brick, Herring bond pitching in c/s mortar laid to
line, grade, slope etc : Ratio 1:5
22-04-c 100 Sft m2 2,878.80 79.65 740.27 309.76Pacca flat brick, Herring bond pitching in c/s mortar laid to
line, grade, slope etc : Ratio 1:6
22-05-a 100 Rft m 4,454.98 23.75 723.97 146.16The rate does not
include cost of
excavation, which is
to be paid separately.
Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type I
22-05-b 100 Rft m 10,342.43 60.36 1,839.76 339.32Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type II
22-05-c 100 Rft m 13,098.26 76.74 2,338.98 429.73Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type III
22-05-d 100 Rft m 14,854.77 82.67 2,519.67 487.36Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type IV
22-05-e 100 Rft m 19,605.57 110.87 3,379.28 643.23Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type V
22-05-f 100 Rft m 21,995.97 125.32 3,819.70 721.65Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type VI
22-05-g 100 Rft m 22,777.19 127.23 3,877.91 747.28Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type VII
Page 117 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SURFACE DRAINAGEChapter #
:
22
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
22-05-h 100 Rft m 33,928.57 191.64 5,841.10 1,113.14Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type VIII
22-05-i 100 Rft m 38,410.41 218.47 6,658.88 1,260.18Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type IX
22-05-j 100 Rft m 44,548.93 235.70 7,184.26 1,461.58Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type X
22-05-k 100 Rft m 47,258.26 257.64 7,852.83 1,550.47Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type XI
22-05-l 100 Rft m 48,374.84 263.36 8,027.16 1,587.10Construct Punjab standard drains, of cement concrete
1:1.5:3, complete : Type XII
22-06-a 100 Rft m 4,571.15 139.89 4,263.89 149.97Laying RC hume pipes in position including jointing 6" to
12" dia
22-06-b 100 Rft m 6,984.96 208.68 6,360.47 229.17Laying RC hume pipes in position including jointing 12" to
24" dia
22-06-c 100 Rft m 9,484.27 280.27 8,542.64 311.16Laying RC hume pipes in position including jointing 24" to
36" dia
Page 118 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SEWERAGEChapter #
:
23
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
23-01-a 1 RFT m 87.12 152.71 46.55 285.82Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing
etc : 4" dia:
23-01-b 1 RFT m 98.32 171.32 52.22 322.57Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing
etc : 6" dia:
23-01-c 1 RFT m 140.46 194.57 59.31 460.83Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing
etc : 9" dia:
23-02-a 1 RFT m 93.65 131.78 40.17 307.25Providing and Laying non-reinforced concrete pipe,
moulded with cement concrete 1:1.5:3 complete : 4"
internal diameter
23-02-b 1 RFT m 125.99 171.32 52.22 413.36Providing and Laying non-reinforced concrete pipe,
moulded with cement concrete 1:1.5:3 complete : 6" i/d
23-02-c 1 RFT m 157.47 250.39 76.32 516.64Providing and Laying non-reinforced concrete pipe,
moulded with cement concrete : 9" i/d wall thickness 1".
23-03-a-01 1 RFT m 296.50 428.30 130.54 972.76Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 12" i/d, Wall B
23-03-a-02 1 RFT m 418.90 527.13 160.67 1,374.33Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 15" i/d, Wall B
23-03-a-03 1 RFT m 498.32 642.45 195.82 1,634.90Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 18" i/d, Wall B
23-03-a-04 1 RFT m 624.91 779.42 237.57 2,050.24Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 21" i/d, Wall B
23-03-a-05 1 RFT m 703.77 856.59 261.09 2,308.95Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 24" i/d, Wall B
23-03-a-06 1 RFT m 923.18 1,152.83 351.38 3,028.80Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 27" i/d, Wall B
23-03-a-07 1 RFT m 1,092.59 1,284.89 391.63 3,584.61Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 30" i/d, Wall B
23-03-a-08 1 RFT m 1,183.03 1,400.20 426.78 3,881.34Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 33" i/d, Wall B
23-03-a-09 1 RFT m 1,278.16 1,530.87 466.61 4,193.43Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 36" i/d, Wall B
23-03-a-10 1 RFT m 1,782.99 1,976.76 602.52 5,849.71Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 42" i/d, Wall B
23-03-a-11 1 RFT m 2,242.28 2,273.28 692.90 7,356.56Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 48" i/d, Wall B
23-03-a-12 1 RFT m 2,748.28 2,965.13 903.77 9,016.68Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 54" i/d, Wall B
23-03-a-13 1 RFT m 3,458.60 4,085.30 1,245.20 11,347.12Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 60" i/d, Wall B
Page 119 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SEWERAGEChapter #
:
23
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
23-03-a-14 1 RFT m 4,402.74 5,609.46 1,709.76 14,444.68Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 66" i/d, Wall B
23-03-a-15 1 RFT m 5,275.92 7,626.99 2,324.71 17,309.45Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 72" i/d, Wall B
23-03-b-01 1 RFT m 314.99 428.30 130.54 1,033.42Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 12" i/d, Wall B
23-03-b-02 1 RFT m 437.34 527.13 160.67 1,434.83Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 15" i/d, Wall B
23-03-b-03 1 RFT m 535.20 642.45 195.82 1,755.90Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 18" i/d, Wall B
23-03-b-04 1 RFT m 735.30 778.50 237.29 2,412.39Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 21" i/d, Wall B
23-03-b-05 1 RFT m 814.44 856.59 261.09 2,672.03Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 24" i/d, Wall B
23-03-b-06 1 RFT m 941.74 1,153.23 351.51 3,089.71Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 27" i/d, Wall B
23-03-b-07 1 RFT m 1,147.88 1,284.89 391.63 3,766.03Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 30" i/d, Wall B
23-03-b-08 1 RFT m 1,533.48 1,400.20 426.78 5,031.12Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 33" i/d, Wall B
23-03-b-09 1 RFT m 1,721.17 1,531.85 466.91 5,646.89Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 36" i/d, Wall B
23-03-b-10 1 RFT m 2,004.34 1,976.76 602.52 6,575.91Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 42" i/d, Wall B
23-03-b-11 1 RFT m 3,275.51 2,274.28 693.20 10,746.42Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 48" i/d, Wall B
23-03-b-12 1 RFT m 4,408.34 2,965.13 903.77 14,463.07Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 54" i/d, Wall B
23-03-b-13 1 RFT m 5,303.11 4,085.30 1,245.20 17,398.67Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 60" i/d, Wall B
23-03-b-14 1 RFT m 6,313.38 5,584.34 1,702.11 20,713.19Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 66" i/d, Wall B
23-03-b-15 1 RFT m 7,489.34 7,626.99 2,324.71 24,571.31Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class III : 72" i/d, Wall B
23-03-c-01 1 RFT m 327.17 428.30 130.54 1,073.39Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 12" i/d, Wall B
23-03-c-02 1 RFT m 475.34 527.13 160.67 1,559.53Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 15" i/d, Wall B
23-03-c-03 1 RFT m 712.27 642.45 195.82 2,336.85Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 18" i/d, Wall B
23-03-c-04 1 RFT m 975.08 778.50 237.29 3,199.09Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 21" i/d, Wall B
Page 120 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SEWERAGEChapter #
:
23
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
23-03-c-05 1 RFT m 1,072.67 856.59 261.09 3,519.27Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 24" i/d, Wall B
23-03-c-06 1 RFT m 1,273.60 1,152.74 351.35 4,178.49Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 27" i/d, Wall B
23-03-c-07 1 RFT m 1,498.34 1,284.89 391.63 4,915.80Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 30" i/d, Wall B
23-03-c-08 1 RFT m 1,902.39 1,400.20 426.78 6,241.44Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 33" i/d, Wall B
23-03-c-09 1 RFT m 2,126.46 1,530.18 466.40 6,976.57Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 36" i/d, Wall B
23-03-c-10 1 RFT m 2,630.98 1,976.76 602.52 8,631.83Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 42" i/d, Wall B
23-03-c-11 1 RFT m 3,459.96 2,274.28 693.20 11,351.58Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 48" i/d, Wall B
23-03-c-12 1 RFT m 4,223.89 2,965.13 903.77 13,857.91Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 54" i/d, Wall B
23-03-c-13 1 RFT m 5,303.11 4,085.30 1,245.20 17,398.67Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 60" i/d, Wall B
23-03-c-14 1 RFT m 6,497.83 5,584.34 1,702.11 21,318.35Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 66" i/d, Wall B
23-03-c-15 1 RFT m 8,042.68 7,626.99 2,324.71 26,386.75Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class IV : 72" i/d, Wall B
23-04-a 1 RFT m 147.56 0.00 0.00 484.12a) This rate shall be
payable, in addition
to the item of
excavation below
SSWL for sewer and
manholes under
chapter 3 earthwork
Lowering of sub-soil water table by tubewells Upto 1 ft
below SSWL
23-04-b 1 RFT m 313.57 0.00 0.00 1,028.76b) The grant of these
rates shall be subject
to Superintending
Engineer's approval.
Lowering of sub-soil water table by tubewells 0 - 2 ft
below SSWL
23-04-c 1 RFT m 494.33 0.00 0.00 1,621.82c) The rate includes
cost of providing
pumps, POL and all
operation charges at
the site of work, etc
Lowering of sub-soil water table by tubewell 0 - 3 ft below
SSWL
23-04-d 1 RFT m 686.16 0.00 0.00 2,251.18Lowering of sub-soil water table by tubewells 0 - 4 ft
below SSWL
23-04-e 1 RFT m 900.12 0.00 0.00 2,953.16Lowering of sub-soil water table by tubewells 0 - 5 ft
below SSWL
23-04-f 1 RFT m 1,121.46 0.00 0.00 3,679.34Lowering of sub-soil water table by tubewells 0 - 6 ft
below SSWL
Page 121 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
SEWERAGEChapter #
:
23
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
23-04-g 1 RFT m 1,328.05 0.00 0.00 4,357.12Lowering of sub-soil water table by tubewells 0 - 7 ft
below SSWL
23-04-h 1 RFT m 1,519.88 0.00 0.00 4,986.48Lowering of sub-soil water table by tubewells 0 - 8 ft
below SSWL
23-04-i 1 RFT m 1,726.46 0.00 0.00 5,664.25Lowering of sub-soil water table by tubewells 0 - 9 ft
below SSWL
23-04-j 1 RFT m 2,036.34 0.00 0.00 6,680.91Lowering of sub-soil water table by tubewells 0 - 10 ft
below SSWL
23-04-k 1 RFT m 2,154.39 0.00 0.00 7,068.21Lowering of sub-soil water table by tubewells 0 - 11 ft
below SSWL
23-04-l 1 RFT m 2,360.98 0.00 0.00 7,745.98Lowering of sub-soil water table by tubewells 0 - 12 ft
below SSWL
23-05-a Each Each 4,111.04 805.66 805.66 4,111.04Pipe connection to be
paid separately.
Constructing gully grating chamber complete With CI
gully trap,weighing 81 lbs. frame hinged
23-05-b Each Each 3,037.50 805.66 805.66 3,037.50Constructing gully grating chamber complete Concrete
gully trap
23-06 Set Set 593.65 593.65 593.65 593.65Fixing manhole frame and cover in RCC slab, including
carriage to site
23-07 Set Set 4,451.69 1,362.18 1,362.18 4,451.69Providing and Fixing 3" thick RCC manhole cover, 22" dia
with tee shaped CI frame of 20" clear i/d complete
23-08-a Set Set 14,219.40 1,899.31 1,899.31 14,219.40RCC manhole cover 22" dia with: Tee shaped CI frame,
22" i/d complete
23-08-b Set Set 12,762.35 1,897.76 1,897.76 12,762.35RCC manhole cover 22" dia with: 3"x3"x1/4" angle iron
frame, 22" i/d complete
23-09-a 100 Kg 100 Kg 7,960.18 158.10 158.10 7,960.18Providing and Fixing CI ventilating shaft of 9" i/d, painted
with bitumenous paint complete : 18 ft. long
23-09-b 100 Kg 100 Kg 8,012.88 210.80 210.80 8,012.88Providing and Fixing CI ventilating shaft of 9" i/d, painted
with bitumenous paint complete : 24 ft. long
23-09-c 100 Kg 100 Kg 8,065.58 263.50 263.50 8,065.58Providing and Fixing CI ventilating shaft of 9" i/d, painted
with bitumenous paint complete : 30 ft. long
23-09-d 100 Kg 100 Kg 8,118.28 316.20 316.20 8,118.28Providing and Fixing CI ventilating shaft of 9" i/d, painted
with bitumenous paint complete : 36 ft. long
23-10 Each Each 10,493.30 1,426.00 1,426.00 10,493.30Septic Tank (int.Size: 7'x2'x5') complete
23-11 Each Each 10,190.56 1,426.00 1,426.00 10,190.56Soakage Pit (6'dia x 15' deep) complete
Page 122 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-01 Job Job 19,360.00 0.00 0.00 19,360.00Mobilization of plant, equipment and camping
arrangements etc & demobilization after completion
24-02-a-01 1 Rft m 96.55 158.20 48.22 316.75Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 3" i/d
24-02-a-02 1 Rft m 144.31 235.64 71.82 473.47Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 4" i/d
24-02-a-03 1 Rft m 213.37 355.19 108.26 700.05Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 5" i/d
24-02-a-04 1 Rft m 309.90 533.92 162.74 1,016.72Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 6" i/d
24-02-a-05 1 Rft m 442.77 800.90 244.11 1,452.67Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 8" i/d
24-02-a-06 1 Rft m 614.50 1,201.34 366.17 2,016.06Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 10" i/d
24-02-a-07 1 Rft m 755.70 1,501.68 457.71 2,479.35Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 12" i/d
24-02-a-08 1 Rft m 914.84 1,877.12 572.15 3,001.44Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 15" i/d
24-02-a-09 1 Rft m 1,092.15 2,346.42 715.19 3,583.17Tubewell boring in all soils except shingle/rock From
ground upto 100' below ground : 18" i/d
24-02-b-01 1 Rft m 363.13 605.13 184.44 1,191.38Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 5" i/d
24-02-b-02 1 Rft m 592.49 854.29 260.39 1,943.88Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 6" i/d
24-02-b-03 1 Rft m 575.61 1,041.17 317.35 1,888.48Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 8" i/d
24-02-b-04 1 Rft m 642.88 1,131.53 344.89 2,109.20Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 10" i/d
24-02-b-05 1 Rft m 827.53 1,590.69 484.84 2,715.00Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 12" i/d
24-02-b-06 1 Rft m 1,052.05 2,158.66 657.96 3,451.62Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 15" i/d
24-02-b-07 1 Rft m 1,255.95 2,698.32 822.45 4,120.58Tubewell boring in all soils except shingle/rock From 100'
to 200' below ground : 18" i/d
24-02-c-01 1 Rft m 490.27 817.06 249.04 1,608.51Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 5" i/d
24-02-c-02 1 Rft m 619.85 1,068.03 325.53 2,033.62Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 6" i/d
24-02-c-03 1 Rft m 634.57 1,022.77 311.74 2,081.91Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 8" i/d
24-02-c-04 1 Rft m 884.87 1,729.93 527.28 2,903.13Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 10" i/d
Page 123 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-02-c-05 1 Rft m 1,042.87 2,072.31 631.64 3,421.49Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 12" i/d
24-02-c-06 1 Rft m 1,157.26 2,374.52 723.75 3,796.78Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 15" i/d
24-02-c-07 1 Rft m 1,382.89 2,972.55 906.03 4,537.04Tubewell boring in all soils except shingle/rock From 200'
to 300' below ground : 18" i/d
24-02-d-01 1 Rft m 863.41 1,561.74 476.02 2,832.70Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 8" i/d
24-02-d-02 1 Rft m 1,061.85 2,075.91 632.74 3,483.76Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 10" i/d
24-02-d-03 1 Rft m 1,251.44 2,486.77 757.97 4,105.79Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 12" i/d
24-02-d-04 1 Rft m 1,389.10 2,850.72 868.90 4,557.43Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 15" i/d
24-02-d-05 1 Rft m 1,657.86 3,561.78 1,085.63 5,439.16Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 18" i/d
24-03-a-01 1 Rft m 836.91 0.00 0.00 2,745.76Rotary drilling except in shingle, gravel & rock From
ground to 250' below ground : 5"-18" i/d
24-03-a-02 1 Rft m 1,018.35 0.00 0.00 3,341.04Rotary drilling except in shingle, gravel & rock From
ground to 250' below ground : 20"-26" i/d
24-03-b-01 1 Rft m 1,046.14 0.00 0.00 3,432.20Rotary drilling except in shingle, gravel & rock Exceeding
250' below ground : 5"-18" i/d
24-03-b-02 1 Rft m 1,272.94 0.00 0.00 4,176.30Rotary drilling except in shingle, gravel & rock Exceeding
250' below ground : 20"-26" i/d
24-04-a-01 1 Rft m 2,092.27 0.00 0.00 6,864.41Location and depth of
shingle, gravel or
rock is to be
determined from the
bore log.
Boring for tubewell in shingle, gravel & rock From ground
to 200' below ground : 12"-18" i/d
24-04-a-02 1 Rft m 2,545.87 0.00 0.00 8,352.59Boring for tubewell in shingle, gravel & rock From ground
to 200' below ground : 20"-26" i/d
24-04-b-01 1 Rft m 2,619.52 0.00 0.00 8,594.24Boring for tubewell in shingle, gravel & rock Over 200'
depth below ground : 12"-18" i/d
24-04-b-02 1 Rft m 3,187.43 0.00 0.00 10,457.44Boring for tubewell in shingle, gravel & rock Over 200'
depth below ground : 20"-26" i/d
24-05 Job Job 6,569.85 662.63 662.63 6,569.85Providing strong substantially built box of deodar
4'x2«'x9", with compartments & lock
24-06 Per set Per set 1,285.40 1,116.00 1,116.00 1,285.40Furnishing sample of water from bore hole
24-07-a 1 Rft m 1,531.84 658.92 200.84 5,025.72Cost/labour of
jointing both ends is
included in the rate.
Providing and installing brass strainer in tubewell bore
hole 6" i/d, 3/16" thick
24-07-b 1 Rft m 2,711.81 957.37 291.81 8,897.00Providing and installing brass strainer in tubewell bore
hole 8" i/d, 3/16" thick
Page 124 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-07-c 1 Rft m 2,963.26 988.38 301.26 9,721.98Providing and installing brass strainer in tubewell bore
hole 10" i/d 3/16" thick
24-07-d 1 Rft m 3,695.16 988.38 301.26 12,123.23Providing and installing brass strainer in tubewell bore
hole 10" i/d, 1/4" thick
24-07-e 1 Rft m 3,780.73 1,054.27 321.34 12,403.97Providing and installing brass strainer in tubewell bore
hole 12" i/d, 1/4" thick
24-08-a 1 Rft m 1,904.51 436.59 133.07 6,248.40In the case of increase
and decreas in the
length of bail plug, tie
rates will be increased
or decreased as per
rates given in section
No 12 to this
diameter.
Providing and installing MS bail plug in tubewell bore
hole 6" i/d, 2 ft. long
24-08-b 1 Rft m 2,479.60 449.62 137.04 8,135.18Providing and installing MS bail plug in tubewell bore
hole 8" i/d, 2 ft. long
24-08-c 1 Rft m 3,133.00 449.62 137.04 10,278.88Providing and installing MS bail plug in tubewell bore
hole 10" i/d, 2 ft. long
24-08-d 1 Rft m 3,576.47 479.38 146.12 11,733.81Providing and installing MS bail plug in tubewell bore
hole 12" i/d, 2 ft. long
24-09-a-01 1 Rft m 469.89 632.56 192.80 1,541.65Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'B' working pressure : 6" i/d
24-09-a-02 1 Rft m 664.51 790.70 241.01 2,180.14Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'B' working pressure : 8" i/d
24-09-a-03 1 Rft m 1,165.78 843.42 257.07 3,824.75Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'B' working pressure : 10" i/d
24-09-a-04 1 Rft m 1,563.34 948.84 289.21 5,129.06Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'B' working pressure : 12" i/d
24-09-b-01 1 Rft m 590.89 632.56 192.80 1,938.63Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'C' working pressure : 6" i/d
24-09-b-02 1 Rft m 854.48 790.70 241.01 2,803.40Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'C' working pressure : 8" i/d
24-09-b-03 1 Rft m 1,592.91 843.42 257.07 5,226.09Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'C' working pressure : 10" i/d
24-09-b-04 1 Rft m 2,170.76 948.84 289.21 7,121.91Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'C' working pressure : 12" i/d
24-09-c-01 1 Rft m 802.64 632.56 192.80 2,633.35Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6" i/d
24-09-c-02 1 Rft m 1,177.55 790.70 241.01 3,863.34Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 8" i/d
24-09-c-03 1 Rft m 2,000.93 843.42 257.07 6,564.71Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 10" i/d
Page 125 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-09-c-04 1 Rft m 2,769.71 948.84 289.21 9,086.97Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 12" i/d
24-10-a-01 Each Each 746.59 210.80 210.80 746.59Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'B' working pressure : 6" i/d : 2' long
24-10-a-02 Each Each 1,086.95 263.50 263.50 1,086.95Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'B' working pressure : 8" i/d : 2' long
24-10-a-03 Each Each 2,043.51 263.50 263.50 2,043.51Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'B' working pressure : 10" i/d : 2'
long
24-10-a-04 Each Each 2,816.54 316.20 316.20 2,816.54Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'B' working pressure : 12" i/d : 2'
long
24-10-b-01 Each Each 984.72 210.80 210.80 984.72Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'C' working pressure : 6" i/d : 2' long
24-10-b-02 Each Each 1,461.28 263.50 263.50 1,461.28Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'C' working pressure : 8" i/d : 2' long
24-10-b-03 Each Each 2,882.91 263.50 263.50 2,882.91Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'C' working pressure : 10" i/d : 2'
long
24-10-b-04 Each Each 4,009.33 316.20 316.20 4,009.33Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'C' working pressure : 12" i/d : 2'
long
24-10-c-01 Each Each 1,232.37 210.80 210.80 1,232.37Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'D' working pressure : 6" i/d : 2' long
24-10-c-02 Each Each 1,826.81 263.50 263.50 1,826.81Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'D' working pressure : 8" i/d : 2' long
24-10-c-03 Each Each 3,733.74 263.50 263.50 3,733.74Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'D' working pressure : 10" i/d : 2'
long
24-10-c-04 Each Each 5,188.78 316.20 316.20 5,188.77Providing and installing PVC pipe with wooden bail plug
in tubewell BSS Class 'D' working pressure : 12" i/d : 2'
long
24-11-a 1 Rft m 688.21 1,186.05 361.51 2,257.90Providing and installing MS blind pipe socket/welded
joint MS reducer in tubewell borehole : 6" i/d, 3/16" thick
24-11-b 1 Rft m 899.49 1,383.73 421.76 2,951.08Providing and installing MS blind pipe socket/welded
joint MS reducer in tubewell borehole : 8" i/d, 3/16" thick
24-11-c 1 Rft m 1,082.75 1,647.30 502.10 3,552.33Providing and installing MS blind pipe socket/welded
joint MS reducer in tubewell borehole : 10" i/d 3/16" thick
24-11-d 1 Rft m 1,249.82 1,897.69 578.41 4,100.45Providing and installing MS blind pipe socket/welded
joint MS reducer in tubewell borehole : 12" i/d, 1/4" thick
24-12-a-01 1 Rft m 609.66 1,106.98 337.41 2,000.19Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'B' working pressure : 6" i/d
Page 126 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-12-a-02 1 Rft m 820.09 1,317.84 401.68 2,690.60Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'B' working pressure : 8" i/d
24-12-a-03 1 Rft m 1,450.52 1,791.48 546.04 4,758.92Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'B' working pressure : 10" i/d
24-12-a-04 1 Rft m 1,812.76 1,779.08 542.26 5,947.39Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'B' working pressure : 12" i/d
24-12-b-01 1 Rft m 734.68 1,120.16 341.43 2,410.35Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'C' working pressure : 6" i/d
24-12-b-02 1 Rft m 1,010.31 1,317.84 401.68 3,314.66Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'C' working pressure : 8" i/d
24-12-b-03 1 Rft m 1,772.84 1,449.62 441.84 5,816.42Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'C' working pressure : 10" i/d
24-12-b-04 1 Rft m 2,418.85 1,779.08 542.26 7,935.87Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'C' working pressure : 12" i/d
24-12-c-01 1 Rft m 860.52 1,120.16 341.43 2,823.21Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 6" i/d
24-12-c-02 1 Rft m 1,196.04 1,317.84 401.68 3,924.02Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 8" i/d
24-12-c-03 1 Rft m 2,205.18 1,449.62 441.84 7,234.83Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 10" i/d
24-12-c-04 1 Rft m 3,018.17 1,779.08 542.26 9,902.12Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 12" i/d
24-13-a Hour Hour 423.50 0.00 0.00 423.50Compressor,
accessories along
with working staff to
be supplied by Govt;
Test & develop tubewell of size 6" i/d & above
continuously : Upto 1.5 cusecs discharge
24-13-b Hour Hour 496.10 0.00 0.00 496.10Test & develop tubewell of size 6" i/d & above
continuously : Over 1.5 cusecs discharge with DNT unit
24-14 1 Rft m 129.77 348.84 106.33 425.74The rate includes
wastage etc.
Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore hole
24-15-a 1 Rft m 196.13 98.84 30.13 643.48a) Pipes to be
supplied by Govt;
Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches, complete : 3" i/d
24-15-b 1 Rft m 263.72 131.78 40.17 865.23b) Providing and
installing specials and
valves is not included
in the rate, which is
payable separately.
Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches, complete : 4" i/d
24-15-c 1 Rft m 503.67 197.68 60.25 1,652.47Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches, complete : 6" i/d
24-15-d 1 Rft m 1,350.63 329.46 100.42 4,431.20Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches. complete : 8" i/d
24-15-e 1 Rft m 1,716.83 428.30 130.54 5,632.63Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches, complete : 10" i/d
Page 127 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-15-f 1 Rft m 2,380.85 428.30 130.54 7,811.19Providing and Laying cut, joint, test & disinfect, CI
pipeline in trenches, complete : 12" i/d
24-16-a-01 1 Rft m 552.41 125.19 38.16 1,812.37Providing and Laying cut, joint, test & disinfect GI pipe
line Using heavy quality GI Pipe : 4" Dia
24-16-a-02 1 Rft m 937.53 177.91 54.23 3,075.87Providing and Laying cut, joint, test & disinfect GI pipe
line Using heavy quality GI Pipe : 6" Dia
24-16-a-03 1 Rft m 1,957.89 230.62 70.29 6,423.53Providing and Laying cut, joint, test & disinfect GI pipe
line Using heavy quality GI Pipe : 8" Dia
24-16-b-01 1 Rft m 478.96 125.19 38.16 1,571.40Providing and Laying cut, joint, test & disinfect GI pipe
line Using medium quality GI Pipe : 4" Dia
24-16-b-02 1 Rft m 699.76 177.91 54.23 2,295.81Providing and Laying cut, joint, test & disinfect GI pipe
line Using medium quality GI Pipe : 6" Dia
24-16-b-03 1 Rft m 814.20 230.62 70.29 2,671.26Providing and Laying cut, joint, test & disinfect GI pipe
line Using medium quality GI Pipe : 8" Dia
24-16-c-01 1 Rft m 48.40 32.95 10.04 158.79Cost of sockets, tees,
elbows, bends, valves,
crosses, unions and
plugs etc is included
in the rates.
Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 1/2" i/d
24-16-c-02 1 Rft m 66.83 39.54 12.05 219.25Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3/4" i/d
24-16-c-03 1 Rft m 90.19 43.02 13.11 295.90Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 1" i/d
24-16-c-04 1 Rft m 114.92 52.71 16.07 377.05Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 1.25" i/d
24-16-c-05 1 Rft m 143.19 59.30 18.08 469.78Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 1.5" i/d
24-16-c-06 1 Rft m 177.52 66.02 20.12 582.41Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 2" i/d
24-16-c-07 1 Rft m 237.58 72.48 22.09 779.47Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 2.5" i/d
24-16-c-08 1 Rft m 282.77 98.84 30.13 927.74Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3" i/d
24-16-c-09 1 Rft m 401.52 125.19 38.16 1,317.33Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 4" i/d
24-17-a-01 1 Rft m 79.23 52.71 16.07 259.94Providing and
installing specials and
valves is not included
in the rate, which is
payable separately.
Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 3" i/d
24-17-a-02 1 Rft m 110.57 59.30 18.08 362.76Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 4" i/d
Page 128 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-17-a-03 1 Rft m 165.73 85.66 26.11 543.74Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 6" i/d
24-17-a-04 1 Rft m 267.37 118.61 36.15 877.20Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 8" i/d
24-17-a-05 1 Rft m 427.75 141.63 43.17 1,403.40Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 10" i/d
24-17-a-06 1 Rft m 590.41 197.68 60.25 1,937.05Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 12" i/d
24-17-a-07 1 Rft m 789.24 230.62 70.29 2,589.37Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 14" i/d
24-17-a-08 1 Rft m 1,014.37 263.57 80.34 3,327.99Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 16" i/d
24-17-a-09 1 Rft m 1,249.94 303.10 92.39 4,100.87Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 18" i/d
24-17-a-10 1 Rft m 1,517.30 355.82 108.45 4,978.03Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 20" i/d
24-17-a-11 1 Rft m 2,120.39 421.71 128.54 6,956.66Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'B'working pressure : 24" i/d
24-17-b-01 1 Rft m 79.59 52.71 16.07 261.13Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 3" i/d
24-17-b-02 1 Rft m 115.24 59.30 18.08 378.08Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 4" i/d
24-17-b-03 1 Rft m 225.38 85.66 26.11 739.45Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 6" i/d
24-17-b-04 1 Rft m 330.19 118.61 36.15 1,083.31Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 8" i/d
24-17-b-05 1 Rft m 550.07 151.55 46.19 1,804.70Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 10" i/d
24-17-b-06 1 Rft m 774.94 215.12 65.57 2,542.46Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 12" i/d
24-17-b-07 1 Rft m 1,053.01 230.62 70.29 3,454.75Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 14" i/d
24-17-b-08 1 Rft m 1,465.65 263.57 80.34 4,808.57Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 16" i/d
24-17-b-09 1 Rft m 1,812.85 303.10 92.39 5,947.66Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 18" i/d
24-17-b-10 1 Rft m 2,201.70 355.82 108.45 7,223.44Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 20" i/d
24-17-b-11 1 Rft m 3,125.65 421.71 128.54 10,254.74Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'C'working pressure : 24" i/d
24-17-c-01 1 Rft m 79.59 52.71 16.07 261.13Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 3" i/d
Page 129 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-17-c-02 1 Rft m 145.11 64.54 19.67 476.09Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 4" i/d
24-17-c-03 1 Rft m 278.66 93.22 28.41 914.25Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 6" i/d
24-17-c-04 1 Rft m 468.53 129.07 39.34 1,537.16Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 8" i/d
24-17-c-05 1 Rft m 816.42 182.60 55.66 2,678.54Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 10" i/d
24-17-c-06 1 Rft m 1,162.51 215.12 65.57 3,813.99Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 12" i/d
24-17-c-07 1 Rft m 1,479.14 250.97 76.50 4,852.82Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 14" i/d
24-17-c-08 1 Rft m 2,127.87 286.82 87.42 6,981.20Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 16" i/d
24-17-c-09 1 Rft m 2,649.16 329.85 100.54 8,691.47Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 18" i/d
24-17-c-10 1 Rft m 3,356.03 387.21 118.02 11,010.60Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 20" i/d
24-17-c-11 1 Rft m 4,278.70 458.92 139.88 14,037.71Providing and Laying cut, joint, test & disinfect AC pipe
line BSS Class 'D'working pressure : 24" i/d
24-18-a-01 1 Rft m 110.29 57.36 17.48 361.85a) Providing and
installing specials and
valves is not included
in the rate, which is
payable separately.
Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 3" i/d
24-18-a-02 1 Rft m 159.67 64.54 19.67 523.84b) When sockets are
used for jointing of
pipes instead of by
overlap pipe. Its
providing installation
will be paid extra.
Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 4" i/d
24-18-a-03 1 Rft m 300.66 93.22 28.41 986.43Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 6" i/d
24-18-a-04 1 Rft m 457.76 129.07 39.34 1,501.83Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 8" i/d
24-18-a-05 1 Rft m 954.74 164.92 50.27 3,132.36Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 10" i/d
24-18-a-06 1 Rft m 1,336.07 215.12 65.57 4,383.43Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'B'working pressure : 12" i/d
24-18-b-01 1 Rft m 97.71 57.36 17.48 320.56Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 2.5" i/d
24-18-b-02 1 Rft m 129.17 57.36 17.48 423.78Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 3" i/d
Page 130 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-18-b-03 1 Rft m 158.82 64.54 19.67 521.06Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 4" i/d
24-18-b-04 1 Rft m 421.66 93.22 28.41 1,383.41Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 6" i/d
24-18-b-05 1 Rft m 647.97 129.07 39.34 2,125.89Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 8" i/d
24-18-b-06 1 Rft m 1,381.27 164.92 50.27 4,531.72Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 10" i/d
24-18-b-07 1 Rft m 1,942.16 215.12 65.57 6,371.91Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'C'working pressure : 12" i/d
24-18-c-01 1 Rft m 47.26 45.89 13.99 155.06Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 1.25" i/d
24-18-c-02 1 Rft m 60.44 53.40 16.28 198.29Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 1.5" i/d
24-18-c-03 1 Rft m 84.04 53.40 16.28 275.71Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 2" i/d
24-18-c-04 1 Rft m 119.73 57.36 17.48 392.81Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 2.5" i/d
24-18-c-05 1 Rft m 127.59 57.36 17.48 418.62Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 3" i/d
24-18-c-06 1 Rft m 253.93 64.54 19.67 833.09Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 4" i/d
24-18-c-07 1 Rft m 547.50 93.22 28.41 1,796.27Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 6" i/d
24-18-c-08 1 Rft m 833.71 129.07 39.34 2,735.26Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 8" i/d
24-18-c-09 1 Rft m 1,813.60 164.92 50.27 5,950.14Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 10" i/d
24-18-c-10 1 Rft m 2,541.47 215.12 65.57 8,338.16Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'D' working pressure : 12" i/d
24-18-d-01 1 Rft m 33.94 49.43 15.07 111.36Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'E' working pressure : 3/4" i/d
24-18-d-02 1 Rft m 35.00 27.10 8.26 114.83Providing and Laying cut, joint, test, disinfect PVC pipe
line BSS Class 'E' working pressure : 1" i/d
Page 131 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-19-a-01 kg kg 188.40 28.67 28.67 188.40a) Labour rates
include the cost of
jointing material and
labour b) The internal
dia of the pipe, from
which the branch is
taken out, will be
considered internal
dia for the purpose of
payment of specials.
Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CISS specials, with spigot & socket : 3"-6" i/d
24-19-a-02 kg kg 194.29 34.56 34.56 194.29Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CISS specials, with spigot & socket : 8"-12" i/d
24-19-b-01 kg kg 174.06 14.34 14.34 174.06Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CI flanged specials with flanged joint : 3"-6" i/d
24-19-b-02 kg kg 182.66 22.94 22.94 182.66Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CI flanged specials with flanged joint : 8"-12" i/
24-19-c-01 kg kg 166.30 6.58 6.58 166.30Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CI specials with tyton joints : 3"-6" i/d
24-19-c-02 kg kg 171.70 11.98 11.98 171.70Providing and Fixing CI specials of BSS class 'B', 'C' & 'D'
CI specials with tyton joints : 8"-12" i/d
24-20-a kg kg 196.74 37.02 37.02 196.74a) Labour rates
include the cost of
jointing material and
labour b) The internal
dia of the pipe, from
which the branch is
taken out, will be
considered internal
dia for the purpose of
payment of specials.
Providing and Fixing CI specials of BSS Class 'B', 'C' & 'D'
working pressure for AC pipe line : 3" to 6" i/d
24-20-b kg kg 217.07 57.35 57.35 217.07Providing and Fixing CI specials of BSS Class 'B', 'C' & 'D'
working pressure for AC pipe line : 8" to 18" i/d
24-21-a Each Each 2,682.23 867.22 867.22 2,682.23Labour rates include
the cost of jointing
material and labour
Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 3" i/d
24-21-b Each Each 2,649.40 229.40 229.40 2,649.40Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 4" i/d
24-21-c Each Each 4,783.40 911.40 911.40 4,783.40Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 6" i/d
24-21-d Each Each 8,776.40 911.40 911.40 8,776.40Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 8" i/d
24-21-e Each Each 12,642.00 1,147.00 1,147.00 12,642.00Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 10" i/d
24-21-f Each Each 17,450.50 1,720.50 1,720.50 17,450.50Providing and Fixing sluice valve, BSS quality/weight,
Class 'B' working pressure for CI & AC pipe line : 12" i/d
Page 132 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-22-a Each Each 2,922.63 926.13 926.13 2,922.63dittoProviding and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 3" i/d
24-22-b Each Each 3,588.13 926.13 926.13 3,588.13Providing and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 4" i/d
24-22-c Each Each 5,406.20 1,147.00 1,147.00 5,406.20Providing and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 6" i/d
24-22-d Each Each 10,085.25 1,433.75 1,433.75 10,085.25Providing and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 8" i/d
24-22-e Each Each 14,512.25 1,867.75 1,867.75 14,512.25Providing and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 10" i/d
24-22-f Each Each 19,597.00 2,294.00 2,294.00 19,597.00Providing and Fixing sluice valve of BSS quality weight
for GI & PVC pipe line including jointing material : 12" i/d
24-23 Each Each 5,985.75 1,720.50 1,720.50 5,985.75a) Labour rates
include cost of
jointing material and
labour b) Connecting
pipes and specials , if
used will be paid
extra.
Providing and Fixing fire hydrants BSS quality and weight
of 2.5" dia (including cost of jointing material)
24-24-a Each Each 3,034.60 1,147.00 1,147.00 3,034.60Providing and Fixing air valve 2«" i/d of BSS quality and
weight complete with jointing material : Single
24-24-b Each Each 4,793.90 1,720.50 1,720.50 4,793.90Providing and Fixing air valve 2«" i/d of BSS quality and
weight complete with jointing material : Double
24-25-a Each Each 1,307.93 702.92 702.92 1,307.93Providing and Fixing CI flanges 5/8" thick on pipes
including turning, facing & fitting etc complete : 3" to 6"
i/d
24-25-b Each Each 2,073.68 1,033.07 1,033.07 2,073.68Providing and Fixing CI flanges 5/8" thick on pipes
including turning, facing & fitting etc complete : 8" to 12"
i/d
24-26-a-01 Each Each 167.40 98.19 98.19 167.40Providing and installing PVC bends BSS Class 'B'working
pressure : 2" i/d
24-26-a-02 Each Each 245.96 107.53 107.53 245.96Providing and installing PVC bends BSS Class 'B'working
pressure : 3" i/d
24-26-a-03 Each Each 316.40 143.38 143.38 316.40Providing and installing PVC bends BSS Class 'B'working
pressure : 4" i/d
24-26-a-04 Each Each 986.53 207.89 207.89 986.53Providing and installing PVC bends BSS Class 'B'working
pressure : 6" i/d
24-26-a-05 Each Each 3,055.23 286.75 286.75 3,055.23Providing and installing PVC bends BSS Class 'B'working
pressure : 8" i/d
24-26-a-06 Each Each 4,655.13 329.38 329.38 4,655.13Providing and installing PVC bends BSS Class 'B'working
pressure : 10" i/d
24-26-a-07 Each Each 5,586.15 395.25 395.25 5,586.15Providing and installing PVC bends BSS Class 'B'working
pressure : 12" i/d
Page 133 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-26-b-01 Each Each 176.80 90.29 90.29 176.80Providing and installing PVC bends BSS Class 'C'working
pressure : 2" i/d
24-26-b-02 Each Each 271.84 98.81 98.81 271.84Providing and installing PVC bends BSS Class 'C'working
pressure : 3" i/d
24-26-b-03 Each Each 339.39 131.75 131.75 339.39Providing and installing PVC bends BSS Class 'C'working
pressure : 4" i/d
24-26-b-04 Each Each 1,318.39 191.04 191.04 1,318.40Providing and installing PVC bends BSS Class 'C'working
pressure : 6" i/d
24-26-b-05 Each Each 3,724.10 263.50 263.50 3,724.10Providing and installing PVC bends BSS Class 'C'working
pressure : 8" i/d
24-26-b-06 Each Each 5,520.27 329.38 329.38 5,520.27Providing and installing PVC bends BSS Class 'C'working
pressure : 10" i/d
24-26-b-07 Each Each 6,624.33 395.25 395.25 6,624.33Providing and installing PVC bends BSS Class 'C'working
pressure : 12" i/d
24-26-c-01 Each Each 194.11 90.29 90.29 194.11Providing and installing PVC bends BSS Class 'D'working
pressure : 2" i/d
24-26-c-02 Each Each 358.36 98.81 98.81 358.36Providing and installing PVC bends BSS Class 'D'working
pressure : 3" i/d
24-26-c-03 Each Each 489.43 143.38 143.38 489.43Providing and installing PVC bends BSS Class 'D'working
pressure : 4" i/d
24-26-c-04 Each Each 1,938.19 207.89 207.89 1,938.19Providing and installing PVC bends BSS Class 'D'working
pressure : 6" i/d
24-26-c-05 Each Each 5,304.62 286.75 286.75 5,304.62Providing and installing PVC bends BSS Class 'D'working
pressure : 8" i/d
24-26-c-06 Each Each 6,587.52 358.44 358.44 6,587.52Providing and installing PVC bends BSS Class 'D'working
pressure : 10" i/d
24-26-c-07 Each Each 7,351.33 430.13 430.13 7,351.33Providing and installing PVC bends BSS Class 'D'working
pressure : 12" i/d
24-27-a-01 Each Each 247.19 143.38 143.38 247.19Providing and installing PVC tees BSS Class 'B'working
pressure : 2" i/d
24-27-a-02 Each Each 772.33 172.05 172.05 772.33Providing and installing PVC tees BSS Class 'B'working
pressure : 3" i/d
24-27-a-03 Each Each 1,445.93 229.40 229.40 1,445.93Providing and installing PVC tees BSS Class 'B'working
pressure : 4" i/d
24-27-a-04 Each Each 2,824.36 315.42 315.42 2,824.36Providing and installing PVC tees BSS Class 'B'working
pressure : 6" i/d
24-27-a-05 Each Each 3,018.83 465.97 465.97 3,018.83Providing and installing PVC tees BSS Class 'B'working
pressure : 8" i/d
24-27-a-06 Each Each 3,133.11 537.66 537.66 3,133.11Providing and installing PVC tees BSS Class 'B'working
pressure : 10" i/d
24-27-a-07 Each Each 3,327.15 645.19 645.19 3,327.15Providing and installing PVC tees BSS Class 'B'working
pressure : 12" i/d
Page 134 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-27-b-01 Each Each 264.50 143.38 143.38 264.50Providing and installing PVC tees BSS Class 'C'working
pressure : 2" i/d
24-27-b-02 Each Each 431.60 172.05 172.05 431.60Providing and installing PVC tees BSS Class 'C'working
pressure : 3" i/d
24-27-b-03 Each Each 671.29 229.40 229.40 671.29Providing and installing PVC tees BSS Class 'C'working
pressure : 4" i/d
24-27-b-04 Each Each 1,197.88 315.42 315.42 1,197.88Providing and installing PVC tees BSS Class 'C'working
pressure : 6" i/d
24-27-b-05 Each Each 6,522.02 465.97 465.97 6,522.02Providing and installing PVC tees BSS Class 'C'working
pressure : 8" i/d
24-27-b-06 Each Each 7,801.97 534.71 534.71 7,801.97Providing and installing PVC tees BSS Class 'C'working
pressure : 10" i/d
24-27-b-07 Each Each 9,902.29 645.19 645.19 9,902.29Providing and installing PVC tees BSS Class 'C'working
pressure : 12" i/d
24-27-c-01 Each Each 406.91 143.38 143.38 406.91Providing and installing PVC tees BSS Class 'D'working
pressure : 2" i/d
24-27-c-02 Each Each 695.13 172.05 172.05 695.13Providing and installing PVC tees BSS Class 'D'working
pressure : 3" i/d
24-27-c-03 Each Each 852.31 229.40 229.40 852.31Providing and installing PVC tees BSS Class 'D'working
pressure : 4" i/d
24-27-c-04 Each Each 2,910.88 315.42 315.42 2,910.88Providing and installing PVC tees BSS Class 'D'working
pressure : 6" i/d
24-27-c-05 Each Each 4,618.69 465.97 465.97 4,618.69Providing and installing PVC tees BSS Class 'D'working
pressure : 8" i/d
24-27-c-06 Each Each 5,921.55 537.66 537.66 5,921.55Providing and installing PVC tees BSS Class 'D'working
pressure : 10" i/d
24-27-c-07 Each Each 6,874.27 645.19 645.19 6,874.27Providing and installing PVC tees BSS Class 'D'working
pressure : 12" i/d
24-28-a-01 Each Each 108.61 48.05 48.05 108.61Providing and installing PVC sockets BSS Class
'B'working pressure : 2" i/d
24-28-a-02 Each Each 179.95 50.18 50.18 179.95Providing and installing PVC sockets BSS Class
'B'working pressure : 3" i/d
24-28-a-03 Each Each 210.11 71.69 71.69 210.11Providing and installing PVC sockets BSS Class
'B'working pressure : 4" i/d
24-28-a-04 Each Each 823.83 564.28 564.28 823.83Providing and installing PVC sockets BSS Class
'B'working pressure : 6" i/d
24-28-a-05 Each Each 748.98 143.38 143.38 748.98Providing and installing PVC sockets BSS Class
'B'working pressure : 8" i/d
24-28-a-06 Each Each 1,909.37 179.07 179.07 1,909.37Providing and installing PVC sockets BSS Class
'B'working pressure : 10" i/d
24-28-a-07 Each Each 2,810.51 215.06 215.06 2,810.51Providing and installing PVC sockets BSS Class
'B'working pressure : 12" i/d
Page 135 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-28-b-01 Each Each 117.26 48.05 48.05 117.26Providing and installing PVC sockets BSS Class
'C'working pressure : 2" i/d
24-28-b-02 Each Each 428.91 282.10 282.10 428.91Providing and installing PVC sockets BSS Class
'C'working pressure : 3" i/d
24-28-b-03 Each Each 244.72 71.69 71.69 244.72Providing and installing PVC sockets BSS Class
'C'working pressure : 4" i/d
24-28-b-04 Each Each 982.82 100.36 100.36 982.82Providing and installing PVC sockets BSS Class
'C'working pressure : 6" i/d
24-28-b-05 Each Each 1,787.16 143.38 143.38 1,787.16Providing and installing PVC sockets BSS Class
'C'working pressure : 8" i/d
24-28-b-06 Each Each 2,255.58 179.22 179.22 2,255.58Providing and installing PVC sockets BSS Class
'C'working pressure : 10" i/d
24-28-b-07 Each Each 3,329.60 215.06 215.06 3,329.60Providing and installing PVC sockets BSS Class
'C'working pressure : 12" i/d
24-28-c-01 Each Each 169.17 48.05 48.05 169.17Providing and installing PVC sockets BSS Class
'D'working pressure : 2" i/d
24-28-c-02 Each Each 400.23 50.18 50.18 400.23Providing and installing PVC sockets BSS Class
'D'working pressure : 3" i/d
24-28-c-03 Each Each 670.64 71.69 71.69 670.64Providing and installing PVC sockets BSS Class
'D'working pressure : 4" i/d
24-28-c-04 Each Each 1,792.60 100.36 100.36 1,792.60Providing and installing PVC sockets BSS Class
'D'working pressure : 6" i/d
24-28-c-05 Each Each 2,652.31 143.38 143.38 2,652.31Providing and installing PVC sockets BSS Class
'D'working pressure : 8" i/d
24-28-c-06 Each Each 2,965.00 179.22 179.22 2,965.00Providing and installing PVC sockets BSS Class
'D'working pressure : 10" i/d
24-28-c-07 Each Each 3,589.15 215.06 215.06 3,589.15Providing and installing PVC sockets BSS Class
'D'working pressure : 12" i/d
24-29-a-01 Each Each 176.06 98.19 98.19 176.06Providing and installing PVC tappered core BSS Class
'B'working pressure : 2" i/d
24-29-a-02 Each Each 202.70 107.53 107.53 202.70Providing and installing PVC tappered core BSS Class
'B'working pressure : 3" i/d
24-29-a-03 Each Each 259.31 143.38 143.38 259.31Providing and installing PVC tappered core BSS Class
'B'working pressure : 4" i/d
24-29-a-04 Each Each 360.16 207.89 207.89 360.16Providing and installing PVC tappered core BSS Class
'B'working pressure : 6" i/d
24-29-a-05 Each Each 546.29 286.75 286.75 546.29Providing and installing PVC tappered core BSS Class
'B'working pressure : 8" i/d
24-29-a-06 Each Each 791.01 358.44 358.44 791.01Providing and installing PVC tappered core BSS Class
'B'working pressure : 10" i/d
24-29-a-07 Each Each 909.03 424.55 424.55 909.03Providing and installing PVC tappered core BSS Class
'B'working pressure : 12" i/d
Page 136 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-29-b-01 Each Each 184.71 98.19 98.19 184.71Providing and installing PVC tappered core BSS Class
'C'working pressure : 2" i/d
24-29-b-02 Each Each 211.35 107.53 107.53 211.35Providing and installing PVC tappered core BSS Class
'C'working pressure : 3" i/d
24-29-b-03 Each Each 267.96 143.38 143.38 267.96Providing and installing PVC tappered core BSS Class
'C'working pressure : 4" i/d
24-29-b-04 Each Each 369.11 208.19 208.19 369.11Providing and installing PVC tappered core BSS Class
'C'working pressure : 6" i/d
24-29-b-05 Each Each 554.95 286.75 286.75 554.95Providing and installing PVC tappered core BSS Class
'C'working pressure : 8" i/d
24-29-b-06 Each Each 818.70 358.44 358.44 818.70Providing and installing PVC tappered core BSS Class
'C'working pressure : 10" i/d
24-29-b-07 Each Each 976.01 430.96 430.96 976.01Providing and installing PVC tappered core BSS Class
'C'working pressure : 12" i/d
24-29-c-01 Each Each 167.40 98.19 98.19 167.40Providing and installing PVC tappered core BSS Class
'D'working pressure : 2" i/d
24-29-c-02 Each Each 197.51 107.53 107.53 197.51Providing and installing PVC tappered core BSS Class
'D'working pressure : 3" i/d
24-29-c-03 Each Each 286.99 143.38 143.38 286.99Providing and installing PVC tappered core BSS Class
'D'working pressure : 4" i/d
24-29-c-04 Each Each 424.18 207.89 207.89 424.18Providing and installing PVC tappered core BSS Class
'D'working pressure : 6" i/d
24-29-c-05 Each Each 650.11 286.75 286.75 650.11Providing and installing PVC tappered core BSS Class
'D'working pressure : 8" i/d
24-29-c-06 Each Each 1,033.25 358.44 358.44 1,033.26Providing and installing PVC tappered core BSS Class
'D'working pressure : 10" i/d
24-29-c-07 Each Each 1,314.31 430.13 430.13 1,314.31Providing and installing PVC tappered core BSS Class
'D'working pressure : 12" i/d
24-30-a-01 1 Rft m 24.40 43.10 13.14 80.06Providing and Laying HDPE pipe Din-/Din-/ISO-4427
incl testing & disinfect complete (20mm dia)
24-30-a-02 1 Rft m 27.78 43.10 13.14 91.14Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect
complete (25mm dia)
24-30-a-03 1 Rft m 37.58 43.10 13.14 123.29Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 incl testing & disinfect
complete (32mm dia)
24-30-a-04 1 Rft m 54.99 57.36 17.48 180.43Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect
complete (40mm dia)
24-30-a-05 1 Rft m 65.74 57.36 17.48 215.68Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect
complete (50mm dia)
Page 137 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-30-a-06 1 Rft m 156.19 57.36 17.48 512.44Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 incl testing & disinfect
complete (75mm dia)
24-30-a-07 1 Rft m 250.31 64.54 19.67 821.22Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect
complete (110mm dia)
24-30-b-01 Each Each 46.51 34.41 34.41 46.51Providing and installing HDPE Socket 20mm dia
24-30-b-02 Each Each 47.72 34.41 34.41 47.72Providing and installing HDPE Socket 25mm dia
24-30-b-03 Each Each 50.14 34.41 34.41 50.14Providing and installing HDPE Socket 32mm dia
24-30-b-04 Each Each 81.93 48.05 48.05 81.93Providing and installing HDPE Socket 40mm dia
24-30-b-05 Each Each 285.46 255.21 255.21 285.46Providing and installing HDPE Socket 50mm dia
24-30-b-06 Each Each 146.98 50.18 50.18 146.98Providing and installing HDPE Socket 75mm dia
24-30-b-07 Each Each 192.69 71.69 71.69 192.69Providing and installing HDPE Socket 110mm dia
24-30-c-01 Each Each 135.27 114.70 114.70 135.27Providing and installing HDPE Tee 20mm dia
24-30-c-02 Each Each 144.95 114.70 114.70 144.95Providing and installing HDPE Tee 25mm dia
24-30-c-03 Each Each 158.26 114.70 114.70 158.26Providing and installing HDPE Tee 32mm dia
24-30-c-04 Each Each 215.98 143.38 143.38 215.98Providing and installing HDPE Tee 40mm dia
24-30-c-05 Each Each 297.05 143.38 143.38 297.05Providing and installing HDPE Tee 50mm dia
24-30-c-06 Each Each 2,494.04 172.05 172.05 2,494.04Providing and installing HDPE Tee 75mm dia
24-30-c-07 Each Each 5,250.90 229.40 229.40 5,250.90Providing and installing HDPE Tee 110mm dia
24-30-d-01 Each Each 95.81 77.65 77.65 95.81Providing and installing HDPE bend 20mm dia
24-30-d-02 Each Each 101.86 77.65 77.65 101.86Providing and installing HDPE bend 25mm dia
24-30-d-03 Each Each 113.96 77.65 77.65 113.96Providing and installing HDPE bend 32mm dia
24-30-d-04 Each Each 153.85 98.19 98.19 153.85Providing and installing HDPE bend 40mm dia
24-30-d-05 Each Each 170.79 98.19 98.19 170.79Providing and installing HDPE bend 50mm dia
24-30-d-06 Each Each 422.13 107.53 107.53 422.13Providing and installing HDPE bend 75mm dia
24-30-d-07 Each Each 415.63 143.38 143.38 415.63Providing and installing HDPE bend 110mm dia
24-30-e-01 Each Each 100.64 40.15 40.15 100.64Providing and installing HDPE adaptor 20mm
24-30-e-02 Each Each 136.95 40.15 40.15 136.95Providing and installing HDPE adaptor 25mm
24-30-e-03 Each Each 167.20 40.15 40.15 167.20Providing and installing HDPE adaptor 32mm
24-30-e-04 Each Each 314.25 48.05 48.05 314.25Providing and installing HDPE adaptor 40mm
24-30-e-05 Each Each 392.90 48.05 48.05 392.90Providing and installing HDPE adaptor 50mm
24-30-e-06 Each Each 957.68 50.18 50.18 957.68Providing and installing HDPE adaptor 75mm
24-30-e-07 Each Each 1,959.29 71.69 71.69 1,959.29Providing and installing HDPE adaptor 110mm
24-31-a 1 Rft m 3,101.09 2,065.13 629.45 10,174.19S/H/J G.I. Flanged Pipe 18" i/d 6.35mm thick
24-31-b 1 Rft m 3,732.12 787.60 240.06 12,244.49S/H/J G.I. Flanged Pipe 16" i/d 6.35mm thick
24-31-c 1 Rft m 2,934.38 1,032.56 314.73 9,627.22S/H/J G.I. Flanged Pipe 12" i/d 6.35mm thick
24-31-d 1 Rft m 2,264.82 860.47 262.27 7,430.52S/H/J G.I. Flanged Pipe 10" i/d 6.35mm thick
24-31-e 1 Rft m 1,884.46 688.38 209.82 6,182.60S/H/J G.I. Flanged Pipe 8" i/d 5mm thick
Page 138 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-31-f 1 Rft m 980.16 516.28 157.36 3,215.76S/H/J G.I. Flanged Pipe 6" i/d 5mm thick
24-31-g 1 Rft m 556.24 344.19 104.91 1,824.93S/H/J G.I. Flanged Pipe 4" i/d 5mm thick
24-32-a 1 Rft m 3,472.10 1,720.94 524.54 11,391.41S/H/J MS Flanged Pipe 18" i/d 6.35mm thick
24-32-b 1 Rft m 2,969.35 1,147.29 349.70 9,741.95S/H/J MS Flanged Pipe 16" i/d 6.35mm thick
24-32-c 1 Rft m 2,227.31 860.47 262.27 7,307.45S/H/J MS Flanged Pipe 12" i/d 6.35mm
24-32-d 1 Rft m 1,734.42 688.38 209.82 5,690.34S/H/J MS Flanged Pipe 10" i/d 6.35mm thick
24-32-e 1 Rft m 1,404.21 573.65 174.85 4,606.98S/H/J MS Flanged Pipe 8" i/d 5mm thick
24-32-f 1 Rft m 902.18 458.92 139.88 2,959.90S/H/J MS Flanged Pipe 6" i/d 5mm thick
24-32-g 1 Rft m 516.97 286.82 87.42 1,696.11 S/H/J MS Flanged Pipe 4" i/d 5mm thick
24-33 1 Sft m2 491.41 443.30 41.20 5,287.54Supplying and Fixing MS manhole cover of 0.25" thick
sheet & angle iron frame 2"x2"x0.25" with lock complete
24-34 1 Rft m 520.62 78.14 23.82 1,708.06Supplying and Fixing flat iron (2"x3/8") ladder for OHR,
holes @ 15" c/c, steps of MS bars 5/8" i/d & paint compl
24-35 1 Rft m 46.02 5.74 1.75 150.97Supplying and Fixing C.I. vent pipe for storage tanks
including jally etc
24-36-a Each Each 858.78 11.78 11.78 858.78Supplying and Fixing MS cap of 3/16" thick sheet : 10" i/d
24-36-b Each Each 798.28 11.78 11.78 798.28Supplying and Fixing MS Cap of 3/16" thick sheet : 8" i/d
24-36-c Each Each 737.78 11.78 11.78 737.78Supplying and Fixing MS Cap of 3/16" thick sheet : 6" i/d
24-38-a Each Each 76,558.00 16,058.00 16,058.00 76,558.00Supplying and Fixing Flanged Expansion Joints BSS
2035: 18" i/d
24-38-b Each Each 59,870.00 11,470.00 11,470.00 59,870.00Supplying and Fixing Flanged Expansion Joint BS-2035 :
16" i/d
24-38-c Each Each 29,259.20 5,059.20 5,059.20 29,259.20Supplying and Fixing Flanged Expansion Joint BS-2035 :
12" i/d
24-38-d Each Each 18,190.40 3,670.40 3,670.40 18,190.40Supplying and Fixing Flanged Expansion Joint BSS-2035
: 10" i/d
24-38-e Each Each 13,388.20 2,982.20 2,982.20 13,388.20Supplying and Fixing Flanged Expansion Joint BSS 2035
: 8" i/d
24-38-f Each Each 8,865.80 1,605.80 1,605.80 8,865.80Supplying and Fixing Flanged Expansion Joints BSS 2035
: 6" i/d
24-38-g Each Each 6,821.40 1,376.40 1,376.40 6,821.40Supplying and Fixing Flanged Expansion Joint BSS-2035
: 4" i/d
24-39-a Each Each 2,828.40 1,376.40 1,376.40 2,828.40Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 18" i/d
24-39-b Each Each 1,825.10 917.60 917.60 1,825.10Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 16" i/d
24-39-c Each Each 1,057.50 573.50 573.50 1,057.50Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 12" i/d
24-39-d Each Each 707.10 344.10 344.10 707.10Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 10" i/d
Page 139 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
TUBEWELL AND WATER SUPPLYChapter #
:
24
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
24-39-e Each Each 471.40 229.40 229.40 471.40Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 8" i/d
24-39-f Each Each 353.55 172.05 172.05 353.55Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 6" i/d
24-39-g Each Each 296.20 114.70 114.70 296.20Supplying and Fixing MS Suspension Clamp 3/8" thick
for housing pipe : 4" i/d
24-40 1 Rft m 191.45 22.95 6.99 628.10Supplying and Fixing PVC Water Stopper 8" wide 3/8"
thick
24-41 No no 30,342.50 697.50 697.50 30,342.50Conducting Elec: Resistivity survey of the area and
furnishing its reports.
24-42 Job job 12,937.00 837.00 837.00 12,937.00Logging of bore hole with electrical equipment and
furnishing reports.
24-43 1 Rft m 137.01 125.18 38.15 449.51Providing and lowering pezu meter 1.25" GI pipe including
all accessories.
24-44 1 Rft m 1,538.72 1,054.27 321.34 5,048.29P&L Reflux valves (C.I) of BSS quality/weight including
jointing material 3" i/d-6" i/d.
24-45-a No joint 996.35 125.15 125.15 996.35Laying cut, joint, test & disinfect of 8"i/d of GI pipe line
including cost of welding, excavation and filling
compaction etc complete.
24-45-b joint joint 803.96 125.15 125.15 803.96Laying cut, joint, test & disinfect of 6"i/d of GI pipe line
including cost of welding, excavation and filling
compaction etc complete.
24-45-c joint joint 611.57 125.15 125.15 611.57Laying cut, joint, test & disinfect of 4"i/d of GI pipe line
including cost of welding, excavation and filling
compaction etc complete.
24-45-d Joint joint 420.39 125.15 125.15 420.39Laying cut, joint, test & disinfect of 3"i/d of GI pipe line
including cost of welding, excavation and filling
compaction etc complete.
24-46 1 Rft m 5,504.88 1,116.29 340.24 18,060.62Testing of soil for bearing capacity & chemical contents
upto any depth.
Page 140 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
IRON WORKChapter #
:
25
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
25-01 1 RFT m 8.58 28.15 8.58 28.15Laying, linking and packing tramway line
25-02 1 RFT m 2.84 9.32 2.84 9.32Dismantling tramway track
25-03 1 RFT m 22.95 75.29 22.95 75.29Laying, linking of BG track, including packing,
straightening and levelling
25-04 Each Each 2,247.50 2,247.50 2,247.50 2,247.50Linking points and crossings, complete with fastenings
25-05 Each Each 286.75 286.75 286.75 286.75Bending or straightening BG rail with jim crow
25-06 Each Each 837.00 837.00 837.00 837.00Fixing street lamp posts
25-07 Each Each 32.40 32.40 32.40 32.40Binding ends of sleepers and timbers of all sizes & kinds,
including spreading & restacking
25-08 Each Each 3.46 3.46 3.46 3.46Opening stacks of sleepers & timber of all kinds and sizes,
including spreading for inspection
25-09 tonne tonne 116,572.00 27,032.00 27,032.00 116,572.00Small iron work, such as gusset plates, knees, bends,
stirrups, straps, rings etc excluding erection
25-10 tonne tonne 107,520.00 17,980.00 17,980.00 107,520.00Fabrication of heavy steel work with angle, tees, sheet iron
etc for making trusses, girders etc
25-11 tonne tonne 4,920.48 4,920.48 4,920.48 4,920.48Erection and fitting in position iron trusses, staging of
water tanks, etc
25-12 1 SFT m2 6.92 74.41 6.92 74.41Fixing corrugated iron sheet including rivetting, etc
25-13 tonne tonne 6,125.60 6,125.60 6,125.60 6,125.60Erecting corrugated iron sheet tanks, upto 20' height
25-14 tonne tonne 347.20 347.20 347.20 347.20Erecting rolled steel beams or old rails, in roof etc, erection
& fixing in position
25-15 tonne tonne 174.22 174.22 174.22 174.22Erecting rolled steel beams or rails, erection for posts etc
(other than in roofs)
25-16 kg kg 128.10 61.85 61.85 128.10Making bolts & nuts of iron rods
25-17-a Each cut Each cut 129.16 129.16 129.16 129.16Cutting rails,rolled steel joist & beams, with hacksaw :
Upto 6" size
25-17-b Each cut Each cut 193.75 193.75 193.75 193.75Cutting rails,rolled steel joist & beams, with hacksaw :
Above 6" size
25-18 Each cut Each cut 64.58 64.58 64.58 64.58Cutting rails or rolled steel beams of size below 6" with jim
25-19 Per Bend Per Bend 240.36 110.72 110.72 240.36Bending rolled steel beams or rails
25-20 Each hole Each hole 26.86 26.86 26.86 26.86Drilling holes,in plates upto 1/2" thick per inch dia. or part
thereof
25-21 Each hole Each hole 12.40 12.40 12.40 12.40Extra for drilling holes in plates over 1/2" thick per inch
dia, or part thereof
25-22 Each Each 3.88 3.88 3.88 3.88Rivetting 1/8" dia
25-23 Each Each 11.19 11.19 11.19 11.19Cutting out Rivets, all sizes.
25-24 1 RFT m 19.38 63.59 19.38 63.59Fitting and erection of gutters of sheet iron
25-25 Each Each 27.38 27.38 27.38 27.38Cutting and fixing iron bars, for barred windows
25-26 Each Each 13.43 13.43 13.43 13.43Cutting GI sheets of 2'-8" wide.
25-27 Each cut Each cut 304.71 299.66 299.66 304.71Notching web or foot of rail posts for housing rail beams
25-28 1 SFT m2 26.45 268.80 24.98 284.62Hoop iron netted trellis work fixed with nails
Page 141 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
IRON WORKChapter #
:
25
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
25-29 1 SFT m2 12.13 124.58 11.58 130.48Fixing zinc, iron or GI sheet on table tops
25-30 1 SFT m2 429.92 2,356.00 218.96 4,625.90Making and fixing steel grated doors, complete with
locking arrangements & angle iron frame
25-31 1 SFT m2 582.74 2,314.15 215.07 6,270.26Making and fixing steel grated door, with 1/16" thick
sheeting, including angle iron frame & lock
25-32 1 SFT m2 134.40 633.82 58.91 1,446.19Making and fixing grating in opening, including fixing at
site with flat iron 2"x3/8" and 3/4" sq. bars
25-33 1 SFT m2 224.57 426.68 39.65 2,416.38Providing and Fixing terrace railing of 2" i/d conduit pipe
16 SWG welded with 5/8"x5/8" sq bar 2.75' high complete
25-34 1 SFT m2 476.62 1,453.56 135.09 5,128.39Providing and Fixing collapsible gate made of 2"x2"x1/4"
tee iron at top & bottom, lock etc complete
25-35 1 SFT m2 138.22 181.86 16.90 1,487.19Providing and Fixing 24 SWG GI sheet rolling shutter of
steel frame of MS channel 2"x1.25"x1/8" complete
25-36 1 RFT m 164.63 61.80 18.84 540.11Providing and Fixing MS angle iron 1«"x1«"x1/4" edge
protector nozing of steps of stairs, complete
25-37 1 RFT m 343.45 220.77 67.29 1,126.80Providing and Fixing stair railing of 2.5" i/d GI pipe,
welded with 5/8"x5/8" MS bars 2'-9" high, fixed in each
step
25-38 1 SFT m2 124.39 505.20 46.95 1,338.48Providing and Fixing GI wire gauze 24 SWG, 12x12
meshes per sq.in., fixed to steel windows or doors etc
25-39-a-01 1 SFT m2 336.65 156.83 14.58 3,622.39Providing and Fixing steel windows with openable glazed
panels Without wire guaze : Glass pane 2mm thick
25-39-a-02 1 SFT m2 340.28 156.83 14.58 3,661.45Providing and Fixing steel windows with openable glazed
panels Without wire gauze : Glass pane 2.5mm thick
25-39-a-03 1 SFT m2 334.23 156.83 14.58 3,596.35Providing and Fixing steel windows with openable glazed
panels Without wire gauze : Glass pane 3mm thick
25-39-a-04 1 SFT m2 346.33 156.83 14.58 3,726.54Providing and Fixing steel windows with openable glazed
panels Without wire gauze : Glass pane 4mm thick
25-39-a-05 1 SFT m2 348.75 156.83 14.58 3,752.58Providing and Fixing steel windows with openable glazed
panels Without wire gauze : Glass pane 5mm thick
25-39-b-01 1 SFT m2 401.12 172.68 16.05 4,316.04Providing and Fixing steel windows with openable glazed
panels With 22 SWG wire gauze : Glass pane 2mm
25-39-b-02 1 SFT m2 404.75 172.68 16.05 4,355.09Providing and Fixing steel windows with openable glazed
panels With 22 SWG wire gauze : Glass pane 2.5mm
25-39-b-03 1 SFT m2 398.70 172.68 16.05 4,290.00Providing and Fixing steel windows with openable glazed
panels With 22 SWG wire gauze : Glass pane 3mm
25-39-b-04 1 SFT m2 410.80 172.68 16.05 4,420.19Providing and Fixing steel windows with openable glazed
panels With 22 SWG wire gauze : Glass pane 4mm
25-39-b-05 1 SFT m2 413.22 172.68 16.05 4,446.23Providing and Fixing steel windows with openable glazed
panels With 22 SWG wire gauze : Glass pane 5mm
25-40 1 SFT m2 531.38 2,836.31 263.60 5,717.64Supply and Fixing iron grating for fire place
Page 142 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
IRON WORKChapter #
:
25
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
25-41 1 RFT m 839.85 503.65 153.51 2,755.42Providing and Fixing angle iron railing, using
2.5"x2.5"x3/8" angle iron post 4.5'long, 5'to 6" apart,
complete
25-42 1 RFT m 100.26 97.21 29.63 328.92Providing and Fixing barbed wire fencing of
1.5"x1.5"x3/16" angle iron post 3.25' long, 5 to 6 ft. centre
to centre
25-43 1 RFT m 114.20 104.34 31.80 374.66Providing and Fixing barbed wire fencing on compound
wall of 1.5"x1.5"x3/16" angle iron post 3' long, 4' apart
25-46 1 SFT m2 531.89 620.20 57.64 5,723.09Supplying and Fixing 18SWG Steel Almirah, 12" max
depth including box shelves, back, shelves, lock, spray
paint complete
25-47-a 1 SFT m2 354.72 693.90 64.49 3,816.81Supplying and Fixing 18 SWG MS Sheet Door with angle
iron frame (1.5"x1.5"x1/8"), bolt, hinges, paint etc
complete
25-47-b 1 SFT m2 499.81 1,074.77 99.89 5,378.00Supplying and Fixing 18 SWG MS Sheet Gate with angle
iron frame (2"x2"x3/16") with side window, lock, painting
etc
Page 143 of 144NWFP CSR 2008 - Approved 25-Aug-2008
Item Code Description
MISCELLANEOUSChapter #
:
26
Rate (British System) Rate (Metric System)
Unit Unit Composite Composite
COMPOSITE SCHEDULE OF RATES 2008 NWFP
LabourLabour
RemarksSpec.
No
26-01 Each Each 327.75 43.40 43.40 327.75Supplying bamboo jhandies 10' to 12' with iron shoes and
flags 15" square
26-02 100 No. 100 No 654.03 182.13 182.13 654.03Supplying wooden pegs for levelling 1.5" square 6" long
26-03 100 No. 100 No 1,590.45 658.75 658.75 1,590.45Supplying wooden pegs for alignment, 2" to 3" square, 9"
long
26-04 Each Each 1,013.20 868.00 868.00 1,013.20Fixing enamelled iron gauges flush with masonry including
cost of hooks
26-05 Each Each 427.07 139.50 139.50 427.07Supply & fix boundry pillars in position, including digging
pits
26-06 Each Each 317.85 83.70 83.70 317.85Composite rate does
not include cost of
iron distance marks.
Fixing main line type distance mark in position including
making 1:3:6 cement concrete base block
26-07-a 1 RFT m 44.89 147.29 44.89 147.29Boring and fixing 1.5" dia pressure pipe in ordinary soil
26-07-b 1 RFT m 83.17 272.87 83.17 272.87Boring and fixing 1.5 dia pressure pipe in clay
26-07-c 1 RFT m 121.45 398.45 121.45 398.45Boring and fixing 1.5" dia pressure pipe in shingle
26-08 1 RFT m 32.80 107.60 32.80 107.60Repairs to hand pump, pulling out & refitting
26-09 Each Each 198.40 198.40 198.40 198.40Fixing hand pump (machine only)
26-10-a 100 SFT m2 1,080.56 116.27 1,080.56 116.27Capacity of cart, 20
cubic feet
Washing of Durries / Synthetic Matting
26-10-b Each Each 23.34 23.34 23.34 23.34Washing of Bed Sheets
26-10-c Each Each 11.66 11.66 11.66 11.66Washing of Table Cloth / Napkins / Dusters etc
26-11-a kg kg 287.55 69.75 69.75 287.55Recaning of chairs/stools : With plastic cane.
26-11-b kg kg 1,307.65 97.65 97.65 1,307.65Recaning of chairs/stools : With willow cane.
26-12 Each Each 109.44 69.75 69.75 109.44Sweeping chimneys
26-13 Each Each 70.31 70.31 70.31 70.31For capacity other
than 400 gallons, the
rate shall be work out
on proper rate basis.
Cleaning of water tanks upto 400 gallons capacity
26-14 Cart load Cart load 325.25 111.60 111.60 325.25Capacity of cart, 20
cubic feet
Supplying manure
26-15 100
Sft/spray
m2 122.26 0.83 7.75 13.16Spraying anti-termite liquid mixed with water in the ratio
of 1:40
26-16-a 1 RFT m 137.56 14.47 4.41 451.30Providing and Fixing barbed wire fencing with 4 horizontal
& 2 cross wires : Without PCC base
26-16-b 1 RFT m 139.50 14.47 4.41 457.67Providing and Fixing barbed wire fencing with 4 horizontal
& 2 cross wires : With PCC 1:4:8 base 12"x12"x21"
26-17 100 SFT m2 5,598.17 539.82 5,016.90 602.36Making notice board 1/2" thick of c/s mortar 1:3 with
2"x1/2" beading
26-18 Each Each 31.50 13.95 13.95 31.50Binding office books/registers.
Page 144 of 144NWFP CSR 2008 - Approved 25-Aug-2008