Download - csr2009 cw

Item Code Description

CARRIAGEChapter #

:

01

Rate (British System) Rate (Metric System)

Unit Unit Composite Composite

COMPOSITE SCHEDULE OF RATES 2008 NWFP

LabourLabour

RemarksSpec.

No

As on Jan-Mar (QTR-1) 2009

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.


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:-


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


other means : 250 to 1000 meter

01-01-e km km 103.24 0.00 0.00 103.2425% for 12"x6"x1.5"

size


other means : 1st kilometer

01-01-f km km 24.02 0.00 0.00 24.0220% for

12"x6"x1.25" size


other means : 2nd - 5th kilometer

01-01-g 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 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 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 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 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 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 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

of 144NWFP CSR 2008 - Approved 25-Aug-2008


CARRIAGEChapter #

:

01




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


or other means : 6th - 10th kilometer

01-03-h Tonne/1

Km


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 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 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 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 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 km km 5.16 0.00 0.00 5.16Carriage of small consignments upto 250 kg 1st kilometer

01-05-f km km 1.20 0.00 0.00 1.20Carriage of small consignments upto 250 kg 2nd to 5th

kilometer



CARRIAGEChapter #

:

01




LabourLabour

RemarksSpec.

No


01-05-g km km 1.01 0.00 0.00 1.01Carriage of small consignments upto 250 kg 6th to 10th

kilometer

01-05-h km km 0.83 0.00 0.00 0.83Carriage of small consignments upto 250 kg 11th &

subsequent kilometer

01-06-a km km 27.90 27.90 27.90 27.90Carriage of consignments (odd job) Coolie load

01-06-b km km 18.15 0.00 0.00 18.15Carriage of consignments (odd job) Donkey load

01-06-c km km 13.61 0.00 0.00 13.61Carriage of consignments (odd job) Cart Load

01-06-d 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



LOADING, UNLOADING AND STACKINGChapter #

:

02




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)



LOADING, UNLOADING AND STACKINGChapter #

:

02




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



EARTHWORK (EXCAVATION AND EMBANKMENT)Chapter #

:

03




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 to be 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 includes

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




:

03




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




:

03




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


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




:

03




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




:

03




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 29,034.79 674.37 19,096.00 1,025.35Tools and plants


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 5,534.00 41.60 1,178.00 195.43The 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 4,517.86 31.20 883.50 159.55Compaction of earth with power road roller 90% max.

mod. AASHTO dry density

03-27-c 1000 Cft m3 3,648.00 26.27 744.00 128.83Compaction 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




:

03




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 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 (Available material)

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




:

03




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 6,691.36 135.20 3,828.50 236.30The rate does not


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 8,798.40 165.86 4,696.50 310.71Trench Excavation in open cutting below water level for

sewers & manholes : 1.25m to 2.5m depth

03-45-c 1000 Cft m3 14,372.30 239.20 6,773.50 507.55Trench 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


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 1,082.46 697.50 697.50 1,082.45Uprooting stump and removing within 50 m upto 2 m girth

including sand filling and trinches




:

03




LabourLabour

RemarksSpec.

No


03-48-d Each Each 1,643.56 976.50 976.50 1,643.56Uprooting 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 218.55 18.69 18.69 218.55Removal of Tree : Girth 150mm - 300mm including

removal of stump & backfilling with sand

03-57-b No No 437.09 37.39 37.39 437.09Removal of Tree : Girth 300mm - 600mm including

removal of stump & backfilling with sand

03-57-c No No 1,099.85 112.16 112.16 1,099.85Removal 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 11,444.54 5.59 158.19 404.16Formation of Embankment from Borrow Excavation in

Common Material including compaction by power roller.




:

03




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



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





DISMANTLING (DEMOLITION)Chapter #

:

04




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


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




:

04




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


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


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




:

04




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 &


04-33-c 100 Rft m 6,277.50 205.95 6,277.50 205.95Disjointing RCC pipes inside trench & removing pipes &


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


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


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




:

04




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


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 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 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



MORTARChapter #

:

05




LabourLabour

RemarksSpec.

No


05-01 100 Cft m3 6,656.96 369.48 1,046.25 2,350.89Lime Sand Mortar 1 : 2 (one Lime: 2 Sand)

05-02 100 Cft m3 5,623.41 369.48 1,046.25 1,985.89Lime Sand Mortar 1 : 3 (one Lime: 3 Sand)

05-03 100 Cft m3 6,231.22 369.48 1,046.25 2,200.54Lime Surkhi Mortar 1 : 1-1/2 (one Lime: 1-1/2 Surkhi)

05-04 100 Cft m3 5,492.34 369.48 1,046.25 1,939.60Lime Surkhi Mortar 1 : 2 (one Lime: 2 Surkhi)

05-05 100 Cft m3 4,562.21 369.48 1,046.25 1,611.13Lime Surkhi Mortar 1 : 3 (one Lime: 3 Surkhi)

05-06 100 Cft m3 5,614.35 369.48 1,046.25 1,982.69Lime Sand And Surkhi Mortar 1 : 1 : 1 (one Lime: 1 Sand

And : 1 Surkhi)

05-07 100 Cft m3 4,753.17 369.48 1,046.25 1,678.57Lime Sand And Surkhi Mortar 1 : 2 : 1 (one Lime: 2 Sand

And : 1 Surkhi)

05-08 100 Cft m3 14,748.01 369.48 1,046.25 5,208.22Lime, Cement And Sand Mortar 1 : 1 : 3 (one Lime: One

Cement And : 3 Sand)








Cement And : 7sand)







05-16 100 Cft m3 9,630.97 369.48 1,046.25 3,401.15Cement, Lime And Sand Mortar 1 : 2 : 6 (one Cement: 2

Lime And : 6 Sand)

05-17 100 Cft m3 8,481.66 369.48 1,046.25 2,995.27Cement, Lime And Sand Mortar 1 : 2 : 9 (one Cement: 2

Lime And : 9 Sand)

05-18 100 Cft m3 26,919.88 295.58 837.00 9,506.67Cement Sand Mortar 1 : 1 (one Cement: One Sand)

05-19 100 Cft m3 22,253.79 295.58 837.00 7,858.86Cement Sand Mortar 1 : 1-1/2 (one Cement: 1-1/2 Sand)

05-20 100 Cft m3 19,255.44 295.58 837.00 6,800.00Cement Sand Mortar 1 : 2 (one Cement: 2 Sand)

05-21 100 Cft m3 16,707.30 295.58 837.00 5,900.13Cement Sand Mortar 1 : 2-1/2 (one Cement: 2-1/2 Sand)







05-28 100 Cft m3 1,500.30 517.27 1,464.75 529.83Clay Mortar.

05-29 100 Cft m3 2,861.55 517.27 1,464.75 1,010.55Clay Mortar Mixed With Chipped Bhoosa Or Straw.



MORTARChapter #

:

05




LabourLabour

RemarksSpec.

No


05-30 200 Cft m3 5,351.30 270.95 1,534.50 944.90Clay Mortar Mixed With Cow-dung 1 : 1 (1 Clay: 1 Cow

Dung).

05-31 100 Cft m3 17,801.08 295.58 837.00 6,286.40White Cement And Sand Mortar1 : 3 (1 White Cement 3

Sand)

05-32 100 Cft m3 72,768.63 295.58 837.00 25,698.02Coloured Cement Mortar Made By Mixing White Cement

And Pigment Of Approved Shade (1 White Cement Mixed

With Pigment Of Approved Shade: 2 Sand)

05-33 100 Cft m3 23,600.55 295.58 837.00 8,334.46White Cement And Sand Mortar1 : 2 (1 White Cement 2

Sand)

05-34 100 Cft m3 72,768.63 295.58 837.00 25,698.02Coloured Cement Mortar Made By Mixing Grey Cement

And Pigment Of Approved Shade (1 Grey Cement Mixed

With Pigment Of Approved Shade: 2 Sand)



CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No


06-01 100 Cft m3 2,926.07 445.78 1,262.32 1,033.33The 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 2,234.55 295.58 837.00 789.12dittoDry rammed shingle brick ballast or stone ballast 1.5" to 2"

guage

06-03-a 100 Cft m3 9,028.26 593.90 1,681.75 3,188.30Cement 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 7,300.99 593.90 1,681.75 2,578.32Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah


(Ratio 1:4:8)

06-03-c 100 Cft m3 6,803.68 593.90 1,681.75 2,402.70Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah


(Ratio 1:5:10)

06-03-d 100 Cft m3 6,290.94 593.90 1,681.75 2,221.63Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah


(Ratio 1:6:12)

06-03-e 100 Cft m3 5,652.06 593.90 1,681.75 1,996.01Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah


(Ratio 1:6:18)

06-03-f 100 Cft m3 5,441.52 593.90 1,681.75 1,921.66Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah


(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 17,623.33 551.65 1,562.09 6,223.63Plain Cement Conrete including placing, compacting,

finishing & curing (Ratio 1:1:2)

06-05-b 100 Cft m3 17,510.49 551.65 1,562.09 6,183.78Plain Cement Concrete including placing, compacting,

finishing & curing (Ratio 1:1.5:1.5)



CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No


06-05-c 100 Cft m3 13,823.63 551.65 1,562.09 4,881.77Plain Cement Concrete including placing, compacting,

finishing & curing (Ratio 1:1.5:3)

06-05-d 100 Cft m3 13,179.30 551.65 1,562.09 4,654.23Plain Cement Concrete including placing, compacting,


06-05-e 100 Cft m3 11,656.51 551.65 1,562.09 4,116.46Plain Cement Concrete including placing, compacting,


06-05-f 100 Cft m3 11,769.65 551.65 1,562.09 4,156.42Plain Cement Concrete including placing, compacting,


06-05-g 100 Cft m3 10,182.74 551.65 1,562.09 3,596.00Plain Cement Concrete including placing, compacting,


06-05-h 100 Cft m3 9,846.36 551.65 1,562.09 3,477.21Plain Cement Concrete including placing, compacting,


06-05-i 100 Cft m3 8,184.42 551.65 1,562.09 2,890.30Plain Cement Concrete including placing, compacting,


06-06-a-01 100 Cft m3 20,059.27 1,115.56 3,158.90 7,083.871) The rate include

rendering floor

surface smooth, and

the plastering 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 16,952.90 1,115.56 3,158.90 5,986.872) Plastering done

after soffit of R.C.C

roof slab meant for

human habitaion

buildings shall be

paid extra


members, insitu or precast. Type B (1:1.5:3)

06-06-a-03 100 Cft m3 14,898.92 1,115.56 3,158.90 5,261.513) This item shall not

be applicable to

factory made units.


members, insitu or precast. Type C (1:2:4)

06-06-b-01 100 Cft m3 19,075.33 1,094.76 3,100.00 6,736.40RCC in raft foundation slab, base slab of column & ret.

wall etc, not including in 06-06. Type A (1:1:2)


wall etc, not including in 06-06 Type B (1:1.5:3)


wall etc, not including in 06-06. Type C(1:2:4)

06-06-c-01 100 Cft m3 22,812.75 1,302.76 3,689.00 8,056.25RCC including Precast/Prestressed in slab, beam, column,

lintel, girder, etc. Type A (1:1:2)

06-06-c-02 100 Cft m3 19,706.38 1,302.76 3,689.00 6,959.25RCC including Precast/Prestressed in slab, beam. column,

lintels, girder, etc. Type B (1:1.5:3)

06-06-c-03 100 Cft m3 16,959.07 1,302.76 3,689.00 5,989.04RCC 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



CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No


06-07-a Cwt Tonne 4,023.54 4,271.47 217.00 79,200.15The rate includes

wastage, overlap and

chairs, etc

Supply & fabricate M.S. reinforcement for cement concrete

(Plain bars)

06-07-b Cwt Tonne 4,406.38 4,271.47 217.00 86,736.13Supply & fabricate M.S. reinforcement for cement concrete

(Hot rolled deformed bars Grade 60)

06-07-c Cwt Tonne 4,177.69 4,271.47 217.00 82,234.55Supply & fabricate M.S. reinforcement for cement concrete

(Hot rolled deformed bars Grade 40)

06-08 Cwt Tonne 8,238.38 8,542.94 434.00 162,165.91The 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 12,415.51 914.12 2,588.50 4,384.50Precast cement concrete solid or face blocks 1:2:4,

including cost of templates.

06-10 100 Cft m3 11,172.39 1,976.03 5,595.50 3,945.50Precast cem. concrete hollow blocks 1:2:4, including cost

of templates & constructing wall thereof

06-11 100 Sft m2 4,023.92 248.50 2,309.50 432.97Provide & 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 554.17 217.00 217.00 554.17RCC 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 Rft m 51.11 14.83 4.52 167.67Providing and fixing 6" wide GI sheet 18 SWG. stopper to

expansion joint.

06-20 Rft m 10.35 9.15 2.79 33.96Fill expansion joints with bitumen, sand & saw dust in

Ratio 1:2:2

06-21-a Rft m 40.38 91.54 27.90 132.49Filling expansion joints with bitumen

06-21-b Rft m 27.90 91.54 27.90 91.54Laying Asphaltic Mixture in Expansion Joints



CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No


06-22-a-01 100 Sft m2 2,730.28 108.74 1,010.60 293.78Damp proof course of cem. conc. 1:2:4 including bitumen

coat, 1 layer polythene & 1 coat bitumen (1.5" thick)


coat, 1 layer polythene & 1 coat bitumen (2" thick)


coat, 1 layer polythene & 1 coat bitumen (3" thick)

06-22-b-01 100 Sft m2 2,773.82 86.56 804.45 298.46Damp 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 3,356.64 108.74 1,010.60 361.17Damp 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 4,175.45 108.11 1,004.71 449.28Damp 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 1,797.47 99.23 922.25 193.41Damp proof course in c/s plaster, 1 layer polythene, 1 coat

bitumen Ratio 1:4 (0.5" thick)











06-23-b-01 100 Sft m2 2,048.16 99.23 922.25 220.38Damp proof course in c/s plaster, 1 layer polythene, 2 coats












06-24-a-01 100 Sft m2 1,807.18 99.23 922.25 194.45V. Damp proof c/s plaster, 1 layer polythene 1 coat








CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No








06-24-b-01 100 Sft m2 2,056.87 99.23 922.25 221.32V. Damp proof c/s plaster, 1 layer polythene 2 coats












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



CONCRETEChapter #

:

06




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 6,260.86 623.57 1,765.76 2,211.00PCC 1:3:6 in mass concrete less formwork using 50%

boulders

06-36-b 100 Cft m3 6,911.68 622.59 1,762.97 2,440.84PCC 1:3:6 in mass concrete less formwork using 40%

boulders

06-36-c 100 Cft m3 7,574.61 622.59 1,762.97 2,674.95PCC 1:3:6 in mass concrete less formwork using 30%

boulders

06-37-a 100 Cft m3 5,333.98 622.59 1,762.97 1,883.68PCC 1:4:8 in mass concrete less formwork using 50%

boulders

06-37-b 100 Cft m3 5,806.19 622.59 1,762.97 2,050.44PCC 1:4:8 in mass concrete less formwork using 40%

boulders

06-37-c 100 Cft m3 6,278.39 622.59 1,762.97 2,217.19PCC 1:4:8 in mass concrete less formwork using 30%

boulders

06-38-a 100 Sft m2 2,539.47 250.17 2,325.00 273.25Erecting & removing formwork to concrete in any shape /

position (Horizontal)

06-38-b 100 Sft m2 2,849.33 280.19 2,604.00 306.59Erecting & removing formwork to concrete in any shape /

position (Vertical)

06-39-a 100 Sft m2 5,566.16 30.85 286.75 598.92Erection and removal of steel Form work for RCC or Plain

Concrete horizontal

06-39-b 100 Sft m2 5,475.61 25.02 232.50 589.18Erection and removal of steel Form work for RCC or Plain

Concrete vertical

06-40-a 100 Cft m3 12,349.91 848.44 2,402.50 4,361.33Class 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 13,274.05 848.44 2,402.50 4,687.69Class 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


06-40-c 100 Cft m3 14,883.04 848.44 2,402.50 5,255.90Class 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



CONCRETEChapter #

:

06




LabourLabour

RemarksSpec.

No


06-40-d 100 Cft m3 11,123.58 848.44 2,402.50 3,928.26Class 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


06-40-e 100 Cft m3 11,954.54 848.44 2,402.50 4,221.71Class 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 15,714.01 848.44 2,402.50 5,549.36Class 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 16,980.58 848.44 2,402.50 5,996.64Class D2 concrete for concrete in pre-stressed & post


6045 psi on 28 days and consistency range in slump


06-40-h 100 Cft m3 18,223.81 848.44 2,402.50 6,435.68Class D3 concrete for concrete in pre-stressed & post


7112 psi on 28 days and consistency range in slump


06-40-i 100 Cft m3 14,540.62 848.44 2,402.50 5,134.98Class 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 8,958.28 848.44 2,402.50 3,163.59Lean concrete for use as thin layer under neath footings

with cylinder compressive strength of 1423 psi on 28 days.



BRICK MASONRYChapter #

:

07




LabourLabour

RemarksSpec.

No


07-01-a 100 Cft m3 7,743.71 618.43 1,751.19 2,734.67Pacca brickwork in mud mortar in buildings in foundation

and plinth

07-01-b 100 Cft m3 8,416.80 821.94 2,327.48 2,972.37Pacca brickwork in mud mortar in buildings in ground

floor

07-02-a 100 Cft m3 523.05 150.53 426.25 184.71Add extra 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 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 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 on Item 07-01 for brickwork in Fourth &

subsequent floors.

07-03-a 100 Cft m3 8,426.03 859.38 2,433.50 2,975.63Pacca 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 11,718.02 818.00 2,316.32 4,138.18Pacca brick work in foundation and plinth in Cement, sand

mortar 1:2


mortar 1:3


mortar 1:4


mortar 1:5


mortar 1:6


mortar 1:7


mortar 1:8

07-04-b-01 100 Cft m3 10,005.87 818.00 2,316.32 3,533.54Pacca brick work in foundation and plinth in Lime, cement,

sand mortar 1:1:6


sand mortar 1:1:7

07-04-b-03 100 Cft m3 10,388.30 1,069.80 3,029.32 3,668.60Pacca brick work in foundation and plinth in Lime, cement,

sand mortar 1:1:8


sand mortar 1:1:9


sand mortar 1:1:10

07-04-c 100 Cft m3 9,255.33 818.00 2,316.32 3,268.49Pacca brick work in foundation and plinth in Lime, sand

mortar 1:2

07-04-c-01 100 Cft m3 9,129.02 818.00 2,316.32 3,223.89Pacca brick work in foundation and plinth in lime, sand,

surkhi 1:1:1




:

07




LabourLabour

RemarksSpec.

No


07-04-c-02 100 Cft m3 9,582.37 818.00 2,316.32 3,383.99Pacca brick work in foundation and plinth in lime, coarse

cinder.

07-04-c-03 100 Cft m3 9,327.36 818.00 2,316.32 3,293.93Pacca brick work in foundation and plinth in lime, surkhi

mortar 2:3


mortar 1:2


mortar 1:3

07-05-a-01 100 Cft m3 12,468.92 1,048.99 2,970.42 4,403.36Pacca brick work in ground floor Cement, sand mortar 1:2







07-05-b-01 100 Cft m3 10,824.38 1,069.80 3,029.32 3,822.60Pacca brick work in ground floor Lime, cement, sand

mortar 1:1:6


mortar 1:1:7


mortar 1:1:8


mortar 1:1:9


mortar 1:1:10

07-05-c 100 Cft m3 10,065.13 1,069.80 3,029.32 3,554.47Pacca brick work in ground floor Lime, sand mortar 1:2

07-05-c-01 100 Cft m3 9,842.02 1,069.80 3,029.32 3,475.68Pacca brick work in foundation and plinth in lime, sand,

surkhi 1:1:1.

07-05-c-02 100 Cft m3 10,295.37 1,069.80 3,029.32 3,635.78Pacca brick work in Ground floor lime, coarse cinder.

07-05-c-03 100 Cft m3 10,040.36 1,069.80 3,029.32 3,545.72Pacca brick work in Ground floor lime, surkhi mortar 2:3



07-06-a 100 Cft m3 523.05 150.53 426.25 184.71Add extra 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 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 on item No.07-05 for brick work in Third floor

07-06-d 100 Cft m3 2,677.55 911.38 2,580.75 945.57Add extra on item No.07-05 for brick work in in Fourth &

subsequent floors.

07-07-a-01 100 Cft m3 12,226.50 963.39 2,728.00 4,317.75Pacca brick work other than building upto 10 ft. height :

Cement, sand mortar 1:2




:

07




LabourLabour

RemarksSpec.

No


07-07-a-02 100 Cft m3 11,519.76 1,012.65 2,867.50 4,068.17Pacca brick work other than building upto 10 ft. height :












07-07-b-01 100 Cft m3 10,514.35 963.39 2,728.00 3,713.11Pacca brick work other than building upto 10 ft. height :

Lime, cement, sand mortar 1:1:6









07-07-c 100 Cft m3 9,763.81 963.39 2,728.00 3,448.06Pacca brick work other than building upto 10 ft. height :

Lime, sand mortar 1:2

07-07-c-01 100 Cft m3 10,893.05 1,406.76 3,983.50 3,846.85Pacca brick work in other than building upto 10 ft height in

lime, sand, surkhi 1:1:1

07-07-c-02 100 Cft m3 10,090.85 963.39 2,728.00 3,563.55Pacca brick work in other than building upto 10 ft height in

lime, coarse cinder 1:1


lime, surkhi mortar 2:3



07-07-c-05 100 Cft m3 9,719.49 1,069.80 3,029.32 3,432.41Pacca brick work in other than building upto 10 ft height in


07-08 100 Cft m3 445.61 150.53 426.25 157.37Add extra 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

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




LabourLabour

RemarksSpec.

No


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 17,398.49 2,632.01 7,453.02 6,144.22Reinforced 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 2,786.68 125.22 1,163.74 299.85Perf. pacca brick wall 1/2 brick thick in ground floor : Mud

mortar

07-16-b-01 100 Sft m2 4,089.49 163.28 1,517.45 440.03Perf. pacca brick wall 1/2 brick thick in ground floor :














07-16-c-01 100 Sft m2 3,538.75 163.28 1,517.45 380.77Perf. pacca brick wall 1/2 brick thick in ground floor :










07-16-d 100 Sft m2 3,349.13 163.28 1,517.45 360.37Perf. pacca brick wall 1/2 brick thick in ground floor :

Lime, sand mortar 1:2




:

07




LabourLabour

RemarksSpec.

No


07-17-a 100 Sft m2 232.49 22.93 213.13 25.02Add extra 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 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 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 on item No. 07-16 for pacca brick work in

Fourth & subsequent floors.

07-18-a 100 Sft m2 4,838.67 187.83 1,745.61 520.64Perf. pacca brick wall 1 brick thick in ground floor : Mud

mortar

07-18-b-01 100 Sft m2 7,037.71 241.03 2,240.06 757.26Perf. pacca brick wall 1 brick thick in ground floor :














07-18-c-01 100 Sft m2 6,181.63 241.03 2,240.06 665.14Perf. pacca brick wall 1 brick thick in ground floor : Lime,

cement, sand mortar 1:1:6









07-18-d 100 Sft m2 5,784.18 241.03 2,240.06 622.38Perf. 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 on item No. 07-18 for perf. pacca brick work in

First floor

07-19-b 100 Sft m2 999.75 107.57 999.75 107.57Add extra 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 on item No. 07-18 for perf. pacca brick work in

Third floor




:

07




LabourLabour

RemarksSpec.

No


07-19-d 100 Sft m2 2,580.75 277.69 2,580.75 277.69Add extra 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 4,436.14 112.65 1,046.96 477.331st 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 4,429.59 112.65 1,046.96 476.621st class brick wall laid in 1:3 c/s mortar reinfd 4.5" thick


07-21-c 100 Sft m2 3,160.33 87.80 816.01 340.051st class brick wall laid in 1:3 c/s mortar reinfd 3" thick


07-21-d 100 Sft m2 3,173.21 89.89 835.45 341.441st 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 7,983.52 1,160.44 3,286.00 2,819.36Ghilafi work (1.5 brick thick wall)

07-23 100 Cft m3 7,063.90 405.06 1,147.00 2,494.60Dry brick pitching

07-24 100 Cft m3 5,308.67 681.49 1,929.75 1,874.74Sun dried bricks in mud mortar

07-25 100 Cft m3 1,890.45 306.53 868.00 667.61Pise wall (mud walling)

07-26-a 100 Rft m 3,477.86 52.12 1,588.75 114.10Eave brick moulded in 1:3 c/s mortar 3" thick drip course

cornice

07-26-b 100 Rft m 4,406.65 59.24 1,805.75 144.57Eave brick moulded in 1:3 c/s mortar 4.5" thick drip course

cornice

07-26-c 100 Rft m 4,165.09 50.09 1,526.75 136.65Eave brick moulded in 1:3 c/s mortar 4.5" thick eave brick

with back brick

07-27-a 100 Rft m 2,880.23 59.24 1,805.75 94.50Laying dressed or moulded brick cornices in c/s mortar,

plaster or paint (1 brick)

07-27-b 100 Rft m 5,984.31 87.72 2,673.75 196.34Laying dressed or moulded brick cornices c/s mortar,


07-27-c 100 Rft m 9,234.13 116.93 3,564.07 302.96Laying dressed or moulded brick cornices c/s mortar,


07-27-d 100 Rft m 12,389.57 146.97 4,479.50 406.48Laying dressed or moulded brick cornices c/s mortar,


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 1,186.21 31.12 88.13 418.91Supplying and filling sand under floor or plugging in wells

07-31 100 Rft m 5,053.44 143.41 4,371.00 165.80Provide & lay 2" thick & 15" projected tile band, laid in

1:2 c/s mortar

07-32-a 100 Sft m2 3,711.40 126.59 1,176.45 399.35This 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




LabourLabour

RemarksSpec.

No


07-32-b 100 Sft m2 3,542.21 126.59 1,176.45 381.14First 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 15,211.27 1,094.43 3,099.07 5,371.81Masonry with Facing/Machine/Special Bricks in cement

sand mortar 1:2 upto 10 ft. height

07-38-b 100Cft m3 14,295.28 1,069.80 3,029.32 5,048.34Masonry using Facing/Machine/Special bricks in cement


07-38-c 100Cft m3 13,787.43 1,069.80 3,029.32 4,868.99Masonry using Facing/Machine/Special bricks in cement


07-39 100Cft m3 158.35 53.70 152.05 55.92Add extra on Item 07-38 for every 10 ft additional height

or part thereof

07-40 100Cft m3 17,797.64 1,883.53 5,333.55 6,285.18Masonry with Machine/Special Bricks in 1:3 c/s mortar in

circular core wall of Overhead Reservoir

07-41-a 100Cft m3 10,622.72 558.33 1,581.00 3,751.38Hollow 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 10,202.10 558.33 1,581.00 3,602.84Hollow Block Masonry in walls upto 20 feet height in 1:3



psi.

07-41-c 100Cft m3 9,945.73 558.33 1,581.00 3,512.30Hollow Block Masonry in walls upto 20 feet height in 1:4


manufactured with 1.5" wall thickness and strenght of

1900 psi.

07-41-d 100Cft m3 9,776.48 558.33 1,581.00 3,452.53Hollow Block Masonry in walls upto 20 feet height in 1:5



psi.

07-41-e 100Cft m3 9,671.57 558.33 1,581.00 3,415.49Hollow Block Masonry in walls upto 20 feet height in 1:6



psi.




:

07




LabourLabour

RemarksSpec.

No


07-41-f 100Cft m3 9,566.67 558.33 1,581.00 3,378.44Hollow Block Masonry in walls upto 20 feet height in 1:7



psi.

07-41-g 100Cft m3 9,492.62 558.33 1,581.00 3,352.29Hollow Block Masonry in walls upto 20 feet height in 1:8



psi.




psi.




psi.




psi.




1900 psi.




psi.




psi.




psi.




1900 psi.




:

07




LabourLabour

RemarksSpec.

No





1900 psi.




1900 psi.




1900 psi.




1900 psi.




1900 psi.




1900 psi.

07-44-a 100Cft m3 11,034.13 558.33 1,581.00 3,896.67Solid 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 10,613.50 558.33 1,581.00 3,748.13Solid Block Masonry in walls upto 20 feet height in 1:3



07-44-c 100Cft m3 10,357.13 558.33 1,581.00 3,657.59Solid Block Masonry in walls upto 20 feet height in 1:4



07-44-d 100Cft m3 10,187.88 558.33 1,581.00 3,597.82Solid Block Masonry in walls upto 20 feet height in 1:5



07-44-e 100Cft m3 10,082.97 558.33 1,581.00 3,560.77Solid Block Masonry in walls upto 20 feet height in 1:6



07-44-f 100Cft m3 9,978.07 558.33 1,581.00 3,523.72Solid Block Masonry in walls upto 20 feet height in 1:7






:

07




LabourLabour

RemarksSpec.

No


07-44-g 100Cft m3 9,904.02 558.33 1,581.00 3,497.57Solid Block Masonry in walls upto 20 feet height in 1:8













































:

07




LabourLabour

RemarksSpec.

No







STONE MASONRYChapter #

:

08




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 5,390.99 889.49 2,518.75 1,903.81Random rubble masonry in foundn. & plinth in mud mortar

08-01-c-01 100 Cft m3 7,965.17 1,373.92 3,890.50 2,812.88Random rubble masonry (Un coursed) in foundn. & plinth

in lime, sand mortar 1:2


in lime, sand mortar, Surkhi Ratio 1:1:1


in lime, Surkhi Ratio 1:2

08-01-d-01 100 Cft m3 10,652.51 1,373.92 3,890.50 3,761.90Random rubble masonry in foundn. & plinth in cement,

sand mortar : Ratio 1:3







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 6,483.74 1,275.39 3,611.50 2,289.71Coursed rubble masonry in foundn. & plinth in mud mortar

08-02-c-01 100 Cft m3 8,301.56 1,554.55 4,402.00 2,931.67Coursed rubble masonry (Hammer Dressed) in foundn. &

plinth in lime, sand mortar 1:2


plinth in lime, sand mortar, Surkhi Ratio 1:1:1


plinth in lime, Surkhi Ratio 1:2

08-02-d-01 100 Cft m3 10,936.00 1,554.55 4,402.00 3,862.02Coursed rubble masonry (Hammer Dressed) in foundn. &

plinth in cement,sand mortar : Ratio 1:3







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 5,881.13 1,067.39 3,022.50 2,076.90Random rubble masonry in ground floor in mud mortar

08-03-c-01 100 Cft m3 8,329.42 1,502.55 4,254.75 2,941.51Random rubble masonry in ground floor in lime, sand

mortar 1:2

08-03-c-02 100 Cft m3 8,256.83 1,502.55 4,254.75 2,915.87Random rubble masonry in ground floor in lime, sand

mortar, Surkhi Ratio 1:1:1

08-03-c-03 100 Cft m3 8,184.23 1,502.55 4,254.75 2,890.23Random rubble masonry in ground floor in lime, Surkhi

Ratio 1:2

08-03-d-01 100 Cft m3 11,016.76 1,502.55 4,254.75 3,890.54Random rubble masonry in ground floor in cement,sand

mortar : Ratio 1:3




:

08




LabourLabour

RemarksSpec.

No



mortar : Ratio 1:4


mortar : Ratio 1:6


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 7,632.63 1,685.92 4,774.00 2,695.44Coursed rubble masonry in ground floor in mud mortar

08-04-c-01 100 Cft m3 8,881.81 1,759.82 4,983.25 3,136.59Coursed rubble masonry in ground floor in lime, sand

mortar 1:2

08-04-c-02 100 Cft m3 9,063.22 1,759.82 4,983.25 3,200.65Coursed rubble masonry in ground floor in lime, sand

mortar, Surkhi Ratio 1:1:1

08-04-c-03 100 Cft m3 8,998.24 1,759.82 4,983.25 3,177.70Coursed rubble masonry in ground floor in lime, Surkhi

Ratio 1:2

08-04-d-01 100 Cft m3 11,517.25 1,759.82 4,983.25 4,067.28Coursed rubble masonry in ground floor in cement,sand

mortar : Ratio 1:3


mortar : Ratio 1:4


mortar : Ratio 1:6


mortar : Ratio 1:8

08-05-a-01 100 Cft m3 19,992.76 4,926.40 13,950.00 7,060.38Ashlar block masonry in ground floor in lime, sand mortar

1:2

08-05-a-02 100 Cft m3 19,944.36 4,926.40 13,950.00 7,043.29Ashlar block masonry in ground floor in lime, sand mortar,

Surkhi Ratio 1:1:1

08-05-a-03 100 Cft m3 19,895.96 4,926.40 13,950.00 7,026.20Ashlar block masonry in ground floor in lime, Surkhi

Ratio 1:2

08-05-b-01 100 Cft m3 21,784.32 4,926.40 13,950.00 7,693.07Ashlar block masonry in ground floor in cement,sand

mortar : Ratio 1:3


mortar : Ratio 1:4


mortar : Ratio 1:6

08-06-a-01 100 Cft m3 34,512.51 9,666.69 27,373.00 12,187.99Ashlar fine masonry in ground floor in lime, sand mortar

1:2

08-06-a-02 100 Cft m3 34,488.31 9,666.69 27,373.00 12,179.44Ashlar fine masonry in ground floor in lime, sand mortar,

Surkhi Ratio 1:1:1

08-06-a-03 100 Cft m3 34,464.11 9,666.69 27,373.00 12,170.90Ashlar fine masonry in ground floor in lime, Surkhi Ratio

1:2

08-06-b-01 100 Cft m3 35,408.29 9,666.69 27,373.00 12,504.33Ashlar fine masonry in ground floor in cement,sand mortar

: Ratio 1:3




:

08




LabourLabour

RemarksSpec.

No



: Ratio 1:4


: 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 11,599.46 588.40 5,468.40 1,248.10Dhajji 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



ROOFINGChapter #

:

09




LabourLabour

RemarksSpec.

No


09-01 100 Sft m2 8,973.98 448.97 4,172.60 965.60Add 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 6,924.95 338.56 3,146.50 745.12dittoSecond class tile roofing consisting of 4" earth and 1" mud

plaster with gobri leeping etc

09-03 100 Sft m2 565.00 15.11 140.43 60.79dittoCovering mud roof with coal tar and fine sand

09-04-a 100 Sft m2 2,017.89 46.70 434.00 217.12dittoFilling spaces in between wooden battens over beams,

filled with deodar wood pieces

09-04-b 100 Sft m2 886.26 65.61 609.77 95.36Filling spaces in between RCC battens, filled with PCC

block 1:3:6

09-04-c 100 Sft m2 463.14 18.88 175.46 49.83Filling spaces in between spacers filled with bricks

09-05 100 Sft m2 4,921.19 139.26 1,294.25 529.52Add 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 11,256.83 493.67 4,588.00 1,211.23a) 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 12,253.33 493.67 4,588.00 1,318.46Jack arch roof 4.5" thick laid in 1:5 c/s mortar b) cement

concrete in haunches 1:3:6



ROOFINGChapter #

:

09




LabourLabour

RemarksSpec.

No


09-07-a 100 Sft m2 10,105.32 401.11 3,727.75 1,087.33a) 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 11,012.40 401.11 3,727.75 1,184.93Jack 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 7,254.86 395.27 3,673.50 780.62Jack arch roofing of shingle & cement concrete 1:3:6, 4.5"

at crown & 1/2" cem. plaster complete

09-10-a 100 Sft m2 951.63 41.23 383.16 102.40Add 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 1,047.02 43.03 399.90 112.66Earth filling over roof including watering, ramming etc 4"

thick earth filling and 1" mud plaster

09-11 100 Sft m2 111.70 9.41 87.42 12.02ditto1/8" thick gobri leeping on roofs or floors

09-12 100 Sft m2 1,092.45 30.02 279.00 117.552 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 10,389.73 93.40 868.00 1,117.93Add 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 9,111.97 93.40 868.00 980.45Supply & fix corrugated GI sheet with GI bolts, nuts,


09-13-c 100 Sft m2 7,674.49 93.40 868.00 825.78Supply & fix corrugated GI sheet with GI bolts, nuts,


09-14 Rft m 69.90 165.87 50.56 229.33dittoKhassi parnalas in c/s mortar 1:2, 12" outside width

finished smooth with a floating coat

09-15 Each Each 358.46 187.55 187.55 358.46dittoKhuras on roof 2'x2'x6"



ROOFINGChapter #

:

09




LabourLabour

RemarksSpec.

No


09-16 Each Each 571.97 187.55 187.55 571.97dittoBottom khuras of brick masonry in c/s mortar

1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8

09-17-a Rft m 113.40 136.43 41.59 372.06dittoPlain GI sheets 22 SWG rain water down pipe a) 4"

diameter down pipe

09-17-b Rft m 127.77 136.43 41.59 419.19Plain GI sheets 22 SWG rain water down pipe b) 5"

diameter down pipe

09-18 100 Sft m2 9,426.34 595.82 5,537.36 1,014.27dittoPlain galvanized iron sheet flashing, 22 guage

09-19-a Rft m 321.12 96.53 29.42 1,053.54dittoCast iron rain water down pipe fixed in position excluding

heads & shoes : 4" dia

09-19-b Rft m 407.39 96.53 29.42 1,336.59Cast 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 15,486.60 343.57 3,193.00 1,666.36dittoLaying 1/2" thick deodar ceiling complete, including

sawing, planing & fixing

09-24-a 100 Sft m2 10,503.20 240.58 2,235.88 1,130.14Flat sheet roof with GI plain sheets, including batten rolls,

screws, clips etc : 22 BWG

09-24-b 100 Sft m2 9,598.22 240.58 2,235.88 1,032.77Flat 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 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 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 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 Rft m 151.58 86.82 26.46 497.31Plain 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 1,170.75 868.00 868.00 1,170.75Making masonry ventilators in c/s mortar 1:4

09-32 Rft m 7.25 20.53 6.26 23.78Making drip course 2"x1/2" under RCC slab edges in outer

opening, in c/s mortar 1:2

09-33 100 Sft m2 14,026.33 187.79 1,745.30 1,509.23Supply and laying of twin GI sheet 20 SWG painted with

bitumen & polythene fim complete

09-34-a Sft m2 51.37 142.29 13.22 552.79Provide & lay roof insulation complete with Thermopore

sheet 1/2" thick



ROOFINGChapter #

:

09




LabourLabour

RemarksSpec.

No


09-34-b Sft m2 80.16 142.29 13.22 862.56Provide & lay roof insulation complete with Thermopore

sheet 3/4" thick

09-34-c Sft m2 92.26 142.29 13.22 992.76Provide & lay roof insulation complete with Thermopore

sheet 1" thick

09-35 Rft m 208.29 94.08 28.67 683.36Providing and fixing AC rain water down pipe 4" dia, with

shoe, tee, bend & clamp etc

09-36-a Rft m 37.02 51.07 15.57 121.45Rate shall be

increased 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 Rft m 45.01 138.25 42.14 147.67Making jharries in existing brick masonry For slabs

exceeding 6" to 12" thick

09-37-a Each Each 183.18 161.20 161.20 183.18dittoMaking recess in existing brick masonry a) upto 1.0' height

of girder or beam

09-37-b Each Each 77.76 65.88 65.88 77.76Making 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 to

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



ROOFINGChapter #

:

09




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 482.58 303.80 303.80 482.58RCC spout including fixing in position, with top and

bottom khuras

09-44 100 Sft m2 25,464.41 299.27 2,781.37 2,739.97P/F Burnt Brick Tile Roofing over Tee Iron and Steel

Girder, in 1:6 c/s mortar (12' max span)

09-45 Sft m2 156.59 263.50 24.49 1,684.93Providing and Laying Prestressed Roof of Slab/Girder, 2"

thick PCC 1:2:4 with chicken mesh, polythene, mud, tar



FLOORINGChapter #

:

10




LabourLabour

RemarksSpec.

No


10-01 100 Sft m2 4,610.60 136.76 1,271.00 496.10Laying murum flooring complete as per specs

10-02 100 Sft m2 994.10 45.45 422.38 106.97Earth flooring 6" thick consolidated layer of moistened

earth, including ramming

10-03-a 100 Cft m3 2,018.73 588.29 1,665.85 712.91Provide, lay, water & ram clean coarse sand under floor /

brick paving, complete

10-03-b 100 Cft m3 6,226.97 1,177.07 3,333.09 2,199.04Provide, lay, water & ram brick ballast 1.5" to 2" guage

mixed with 25% sand for floor foundations

10-04 100 Sft m2 1,690.28 86.73 806.00 181.87Mud floor of 6" thick consolidated layer of moist earth &

finished off with 1" mud plaster

10-05 100 Sft m2 2,166.80 63.21 587.45 233.15Dry brick paving laid flat,sand grouted, including prep. of

bed, by 1/2" thick mud plaster

10-06 100 Sft m2 3,160.02 89.26 829.56 340.02Dry brick on edge paving, sand grouted, including prep. of

bed, by 1/2" thick mud plaster

10-07 100 Sft m2 927.70 61.71 573.50 99.82Grouting 4.5" dry brick work with cement sand mortar 1:5

10-08 100 Sft m2 3,156.82 107.57 999.75 339.67Flat 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 4,367.10 138.43 1,286.50 469.90Brick 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 2,837.98 107.57 999.75 305.37Brick 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 3,579.34 123.42 1,147.00 385.14Brick 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 14,369.43 165.01 1,533.57 1,546.15Cement 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 7,835.43 165.01 1,533.57 843.09Cement 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 6,804.51 165.01 1,533.57 732.17Cement 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 6,819.03 165.01 1,533.57 733.73Cement 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 7,109.43 165.01 1,533.57 764.97Coloured 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 1,874.95 97.23 903.65 201.74If 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 2,329.87 113.74 1,057.10 250.69Provide & lay topping of concrete 1:2:4, including surface

finishing & dividing in panels: 1.5" thick

10-15-c 100 Sft m2 2,494.61 113.74 1,057.10 268.42Provide & lay topping of concrete 1:2:4, including surface


10-15-d 100 Sft m2 2,837.16 113.74 1,057.10 305.28Provide & lay topping of concrete 1:2:4, including surface

finishing & dividing in panels : 1.75" thick



FLOORINGChapter #

:

10




LabourLabour

RemarksSpec.

No


10-15-e 100 Sft m2 3,142.04 128.75 1,196.60 338.08Provide & lay topping of concrete 1:2:4, including surface


10-15-f 100 Sft m2 3,963.31 186.79 1,736.00 426.45Provide & lay topping of concrete 1:2:4, including surface


10-15-g 100 Sft m2 4,230.19 194.30 1,805.75 455.17Provide & lay topping of concrete 1:2:4, including surface


10-15-h 100 Sft m2 4,791.77 233.49 2,170.00 515.59Provide & lay topping of concrete 1:2:4, including surface


10-15-i 100 Sft m2 4,893.41 217.65 2,022.75 526.53Provide & lay topping of concrete 1:2:4, including surface


10-16-a 100 Sft m2 3,215.07 205.14 1,906.50 345.94dittoProvide & 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


10-16-b 100 Sft m2 2,742.15 141.76 1,317.50 295.06Provide & laying conglomerate floor (two coat work) with





10-16-c 100 Sft m2 3,000.56 156.77 1,457.00 322.86Provide & laying conglomerate floor (two coat work) with





10-17 100 Sft m2 934.46 46.70 434.00 100.55Add 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 3,870.24 280.36 2,605.55 416.44Flag stone flooring in lime mortar 1:2, over 3/4" bedding :

2" thick

10-19-b 100 Sft m2 3,959.87 261.44 2,429.78 426.08Flag stone flooring in lime mortar 1:2, over 3/4" bedding :

3" thick

10-20-a 100 Sft m2 7,252.37 91.73 852.50 780.35Asphalt floor, including base preparation, remelting, setting

out & finish : 1" thick topping

10-20-b 100 Sft m2 3,942.38 79.89 742.45 424.20Asphalt floor, including base preparation, remelting, setting

out & finish : 1/2" thick topping

10-20-c 100 Sft m2 2,122.95 56.00 520.49 228.43Asphalt floor, including base preparation, remelting, setting

out & finish : 1/4" thick topping



FLOORINGChapter #

:

10




LabourLabour

RemarksSpec.

No


10-21-a 100 Sft m2 5,808.83 366.92 3,410.00 625.03If 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 5,637.58 366.92 3,410.00 606.601.375" thick mosaic flooring, including rubbing and

polishing complete : Using white cement

10-22-a 100 Sft m2 5,765.02 375.92 3,493.70 620.32ditto1.5" thick mosaic flooring, including rubbing & polishing

complete : Using grey cement

10-22-b 100 Sft m2 5,950.15 375.92 3,493.70 640.241.5" thick mosaic flooring, including rubbing & polishing

complete : Using white cement

10-23 100 Sft m2 5,370.63 206.31 1,917.35 577.88Laying floor of mosaic marble chips tiles of approved

shade including finishing complete

10-24 100 Sft m2 7,055.58 261.84 2,433.50 759.18Lay 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 7,087.58 261.84 2,433.50 762.62Lay floor of approved coloured glazed tiles 1/4" thick laid

in white cement & pigment complete

10-26-a 100 Sft m2 10,709.81 527.02 4,898.00 1,152.38Provide & 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 13,886.06 527.02 4,898.00 1,494.14Provide & lay marble fine dressed stone flooring on surface

in white cement complete: 1" thick (Badel, Silky black,


10-26-c 100 Sft m2 9,566.36 527.02 4,898.00 1,029.34Provide & lay marble fine dressed stone flooring on surface

in white cement complete: 1/2" thick (Badel, Silky black,


10-26-d 100 Sft m2 13,206.16 527.02 4,898.00 1,420.98Providing and Laying marble fine dressed stone 4-5 feet

and 12" wide 1" thick for stairs steps.

10-26-e 100 Sft m2 13,206.16 527.02 4,898.00 1,420.98Providing and Laying marble fine dressed stone 7x1.5 feet

and

1" thick for stairs steps.

10-26-f 100 Rft m 3,895.39 14.90 454.15 127.80Providing and fixing glazed tile colour printed border 2"

wide

10-26-g 100 Rft m 3,895.39 14.90 454.15 127.80Providing and fixing glazed tile colour printed border 3"

wide

10-26-h 100 Rft m 3,895.39 14.90 454.15 127.80Providing 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



FLOORINGChapter #

:

10




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 155.12 11.27 104.78 16.69Cleaning 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 8,165.81 180.02 1,673.07 878.64Tile 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 10,877.35 209.31 1,945.25 1,170.40Tile 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 2,566.23 213.38 1,983.07 276.13Provide grey cement skirting 3/8" thick complete 1:2

cement, sand mortar

10-37-b 100 Sft m2 2,462.32 213.38 1,983.07 264.95Provide 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 7,334.58 291.86 2,712.50 789.20Glazed tile 1/4" thick dado jointed in white cement

complete : White Plain tiles

10-38-b 100 Sft m2 7,247.46 291.86 2,712.50 779.83Glazed tile 1/4" thick dado jointed in white cement

complete : Coloured Plain tiles

10-38-c 100 Sft m2 7,334.58 291.86 2,712.50 789.20Glazed tile 1/4" thick dado jointed in white cement

complete : Printed tiles

10-39 100 Sft m2 7,455.58 291.86 2,712.50 802.22Glazed 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 5,103.41 373.59 3,472.00 549.13Mosaic dado or skirting complete as per specs Using grey

cement : 3/8" thick

10-40-a-02 100 Sft m2 5,486.92 373.59 3,472.00 590.39Mosaic dado or skirting complete as per specs Using grey

cement : 1/2" thick



FLOORINGChapter #

:

10




LabourLabour

RemarksSpec.

No


10-40-b-01 100 Sft m2 5,085.38 373.59 3,472.00 547.19Mosaic dado or skirting complete as per specs Using white

cement : 3/8" thick including grinding and polishing

10-40-b-02 100 Sft m2 5,544.28 373.59 3,472.00 596.56Mosaic dado or skirting complete as per specs Using white

cement : 1/2" thick including grinding and polishing

10-41-a 100 Sft m2 4,591.78 170.12 1,581.00 494.08Provide & 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 5,675.34 170.12 1,581.00 610.67Provide & 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 4,456.14 120.08 1,116.00 479.48P/F Precast Concrete 7000 psi TUFF Tiles over bed of 2"

thick sand & 4" thick brick ballast comp

10-46-a 100 Sft m2 11,382.70 250.17 2,325.00 1,224.78P/F Ceramic Floor Tiles (Emco, National or eq) Size : 12"

x 12"

10-46-b 100 Sft m2 17,432.70 250.17 2,325.00 1,875.76P/F Ceramic Floor Tiles (Emco, National or eq) Size 20" x

20"

10-47 100 Sft m2 3,686.84 138.43 1,286.50 396.70Burnt brick (1st class) pavement on edge grouted with sand

including preparation of bed

10-48-a 100 Sft m2 8,259.53 261.84 2,433.50 888.73Porceline 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 10,437.53 261.84 2,433.50 1,123.08Porceline 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 19,996.53 261.84 2,433.50 2,151.63Granitto 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 17,317.59 261.84 2,433.50 1,863.37Granitto tile floor 1/4" thick laid cement 1:2 or 3/4" thick

cement mortar 1:2 (Imported Tiles UAE) 16"x16"



FLOORINGChapter #

:

10




LabourLabour

RemarksSpec.

No


10-49-a 100 Sft m2 28,417.06 306.88 2,852.00 3,057.68Providing 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 10,025.06 306.88 2,852.00 1,078.70Providing 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 12,082.06 306.88 2,852.00 1,300.03Providing 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 11,477.06 306.88 2,852.00 1,234.93Providing 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 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.



SURFACE RENDERINGChapter #

:

11




LabourLabour

RemarksSpec.

No


11-01-a 100 Sft m2 390.31 27.29 253.58 42.00Mud plaster on walls (excluding gobri leeping) upto 20'

height : 1/2" thick

11-01-b 100 Sft m2 620.04 37.29 346.58 66.72Mud plaster on walls (excluding gobri leeping) upto 20'

height : 1" thick

11-02-a 100 Sft m2 364.58 24.52 227.85 39.23Add 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 702.50 46.16 429.04 75.59Mud plaster on floor / roof (excluding gobri leeping) upto

20' height : 1" thick

11-03-a 100 Sft m2 915.16 85.06 790.50 98.47Cement lime plaster 1:7:12 (c/l/s) upto 20' height 1/4" thick

11-03-b 100 Sft m2 1,040.03 85.06 790.50 111.91Cement lime plaster 1:7:12 (c/l/s) upto 20' height 1/2" thick

11-04-a 100 Sft m2 1,207.11 85.06 790.50 129.88Cement Neru plaster 1:2 (c/s) upto 20' height 1/4" thick

11-04-b 100 Sft m2 1,501.75 85.06 790.50 161.59Cement Neru plaster 1:2 (c/s) upto 20' height 1/2" thick

11-05 100 Sft m2 3,402.60 192.46 1,788.70 366.122" stucco cement plaster 1:2:4 (c/s/shingle) upto 20' height

11-06-a 100 Sft m2 1,756.14 62.61 581.87 188.96Provide/lay machine sprayed plaster 1/2" thick using

cement & zero guage chips : Ratio 1:1

11-06-b 100 Sft m2 1,675.81 63.21 587.45 180.32Provide/lay machine sprayed plaster 1/2" thick using

cement & zero guage chips : Ratio 1:1.5

11-06-c 100 Sft m2 1,644.62 64.51 599.54 176.96Provide/lay machine sprayed plaster 1/2" thick using

cement & zero guage chips : Ratio 1:2

11-07-a 100 Sft m2 1,242.34 85.06 790.50 133.68The 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 1,373.66 85.06 790.50 147.81Cement plaster 1:2, upto 20' height 1/2" thick

11-07-c 100 Sft m2 1,906.83 108.41 1,007.50 205.18Cement plaster 1:2, upto 20' height 3/4" thick

11-08-a 100 Sft m2 1,107.81 85.06 790.50 119.20dittoCement plaster 1:3 upto 20' height 3/8" thick

11-08-b 100 Sft m2 1,212.12 85.06 790.50 130.42Cement plaster 1:3 upto 20' height 1/2" thick

11-08-c 100 Sft m2 1,642.11 108.41 1,007.50 176.69Cement plaster 1:3 upto 20' height 3/4" thick

11-09-a 100 Sft m2 1,073.10 85.06 790.50 115.47Cement plaster 1:4 upto 20' height 3/8" thick

11-09-b 100 Sft m2 1,148.78 85.06 790.50 123.61Cement plaster 1:4 upto 20' height 1/2" thick

11-09-c 100 Sft m2 1,567.70 108.41 1,007.50 168.68Cement plaster 1:4 upto 20' height 3/4" thick




:

11




LabourLabour

RemarksSpec.

No


11-10-a 100 Sft m2 1,354.17 108.41 1,007.50 145.71i) 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 1,344.63 108.41 1,007.50 144.68ii) The thickness of

the plaster will not be

more than 3/8" thick.

Cement plaster 3/8" thick under soffit of RCC roof slabs


11-10-c 100 Sft m2 1,231.83 108.41 1,007.50 132.55Cement plaster 3/8" thick under soffit of RCC roof slabs


11-11-a 100 Sft m2 1,042.60 85.06 790.50 112.18Cement plaster 1:5, upto 20' height 3/8" thick


11-11-c 100 Sft m2 1,511.71 108.41 1,007.50 162.66Cement Plaster 1:5, upto 20' height 3/4" thick

11-12-a 100 Sft m2 999.04 85.06 790.50 107.50Cement plaster 1:6, upto 20' height 3/8" thick


11-12-c 100 Sft m2 1,420.23 108.41 1,007.50 152.82Cement 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 663.46 61.71 573.50 71.39Lime pointing flush upto 20' height, including racking

joints in lime sand mortar 1:2

11-15 100 Sft m2 1,027.71 100.90 937.75 110.58Lime pointing struck joints on walls, upto 20' height

including racking joints, in lime sand mortar 1:2

11-16-a 100 Sft m2 1,126.46 85.06 790.50 121.21Cement pointing flush, upto 20' height Ratio 1:2

11-16-b 100 Sft m2 1,050.05 85.06 790.50 112.98Cement pointing flush, upto 20' height Ratio 1:3

11-17-a 100 Sft m2 909.46 61.71 573.50 97.86Cement pointing 1:2 flush, on floor

11-18-a 100 Sft m2 1,273.71 100.90 937.75 137.05Cement pointing struck joints, on walls, upto 20' height :

Ratio 1:2

11-18-b 100 Sft m2 1,197.30 100.90 937.75 128.83Cement pointing struck joints, on walls, upto 20' height :

Ratio 1:3

11-19-a 100 Sft m2 913.50 85.89 798.25 98.29Pointing flush on stone work, upto 20' height in lime sand

mortar 1:2 (lime, sand)

11-19-b 100 Sft m2 1,057.80 85.89 798.25 113.82Pointing flush on stone work, upto 20' height in cement

sand mortar 1:3

11-19-c-01 100 Sft m2 1,642.00 164.28 1,526.75 176.68Pointing flush on stone work, upto 20' height On stone

work raised : in lime sand mortar 1:2




:

11




LabourLabour

RemarksSpec.

No


11-19-c-02 100 Sft m2 1,786.30 164.28 1,526.75 192.21Pointing 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 117.08 9.34 86.80 12.60Priming 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 73.27 5.00 46.50 7.88Colour washing: New surface : One coat

11-24-a-02 100 Sft m2 163.27 12.84 119.35 17.57Colour washing: New surface : Two coats

11-24-b-01 100 Sft m2 73.27 5.67 52.70 7.88Colour washing: Old surface : One coat

11-24-b-02 100 Sft m2 125.10 9.87 91.76 13.46Colour washing: Old surface : Two coats

11-25-a-01 100 Sft m2 52.66 4.67 43.40 5.67White washing: New surface : One coat

11-25-a-02 100 Sft m2 135.71 13.11 121.83 14.60White washing: New surface : Two coats

11-25-a-03 100 Sft m2 177.89 16.78 155.93 19.14White washing: New surface : Three coats

11-25-b-01 100 Sft m2 69.59 5.67 52.70 7.49White washing: Old surface : One coat

11-25-b-02 100 Sft m2 103.53 9.87 91.76 11.14White washing: Old surface : Two coats

11-26-a 100 Sft m2 95.44 9.41 87.42 10.27Gobri leeping: On walls

11-26-b 100 Sft m2 105.06 9.41 87.42 11.30Gobri 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 574.95 31.69 294.50 61.86Caulking joints of sleeper wall, with sand and coaltar

11-30 100 Sft m2 373.76 31.69 294.50 40.22Caulking joints of sleepers, with mud and chopped straw

11-31 100 Sft m2 257.04 5.00 46.50 27.66Extra cost of labour & material for red oxide pigment in

cement pointing to match bricks

11-32-a 100 Sft m2 1,040.12 75.88 705.25 111.92Provide grooved c/s plaster 1:3 over existing plastered &

roughened surface 3/8" thick

11-32-b 100 Sft m2 1,124.15 75.88 705.25 120.96Provide grooved c/s plaster 1:3 over existing plastered &

roughened surface 1/2" thick

11-32-c 100 Sft m2 6,353.70 564.55 5,246.75 683.66Providing 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.




:

11




LabourLabour

RemarksSpec.

No


11-32-d 100 Sft m2 6,639.42 509.18 4,732.15 714.40Providing 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 Rft m 18.22 13.89 4.23 59.76Provide & 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 8,012.89 216.81 2,015.00 862.19Providing and fixing of clad stones over 1/2" c/s mortar 1:1

incl curing etc.

11-37 100 Sft m2 11,458.11 130.92 1,216.75 1,232.89The 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 12,065.06 272.69 2,534.25 1,298.20P/F Ceramic Exterior Finish Tiles over 1/2" cement sand

mortar 1:1 including curing complete

11-39-a 100 Sft m2 5,770.91 218.48 2,030.50 620.95Providing and fixing Chakwal tiles red colour in 1:3

cement mortar complete.

11-39-b 100 Sft m2 6,375.91 218.48 2,030.50 686.05Providing and fixing Chakwal tiles white colour in 1:3

cement mortar complete.



WOOD WORK, WOODEN/ALUMINIUM JOINERYChapter #

:

12




LabourLabour

RemarksSpec.

No


12-01-a Cft m3 3,172.05 12,863.38 364.25 112,020.17Plain wood work sawn, wrought, planed & fixed in

position, including nails & screws : Deodar wood

12-01-b Cft m3 1,770.51 18,063.47 511.50 62,524.85Plain 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 Sft m2 1,152.48 1,465.28 136.18 12,400.721st class teak wood wrought joinery in doors & windows,

panelled or glazed complete : 2" thick

12-03-b Sft m2 1,076.86 1,465.28 136.18 11,586.991st class teak wood wrought joinery in doors & windows,

panelled or glazed complete : 1.75" thick

12-03-c Sft m2 1,001.23 1,465.28 136.18 10,773.221st class teak wood wrought joinery in doors & windows,

panelled or glazed complete : 1.5" thick

12-04-a-01 Sft m2 605.34 909.71 84.55 6,513.50a) 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 Sft m2 617.34 909.71 84.55 6,642.621st class teak wood wrought joinery Teak wood frame

1.75" thick w/o spring/hinge

12-04-b-01 Sft m2 526.60 909.71 84.55 5,666.251st Class Teak Wood Wrought Joinery : Teak Wood

framing 1.5" thick w/ wire guaze w/o springs

12-04-b-02 Sft m2 539.59 909.71 84.55 5,806.031st Class Teak Wood wrought joinery : Teak Wood

framing 1.5" thick w/ wire guaze w/ springs

12-04-c Sft m2 183.24 326.61 30.35 1,971.641st class teak wood wrought joinery GI wire guaze 22

SWG, fixed to chowkat

12-04-d Sft m2 438.24 489.92 45.53 4,715.431st class teak wood wrought joinery GI wire guaze 22

SWG, fixed on teak wood frame

12-05 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 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 Sft m2 734.31 899.42 83.59 7,901.13First class deodar wood wrought joinery in doors and

windows etc. complete : 2" thick

12-07-b Sft m2 647.88 899.42 83.59 6,971.16First class deodar wood wrought joinery in doors and

windows etc. complete : 1-3/4" thick

12-07-c Sft m2 614.38 729.66 67.81 6,610.75First class deodar wood wrought joinery in doors and

windows etc. complete : 1.5" thick

12-08-a Sft m2 736.51 1,047.01 97.31 7,924.81Deodar wood framed, braced & battened doors & windows

: 2.25" thick, 1.25" battens & 1" planks

12-08-b Sft m2 602.70 803.97 74.72 6,485.03Deodar wood framed, braced & battened doors & windows

: 1.75" thick, 1" battens & 3/4" planks




:

12




LabourLabour

RemarksSpec.

No


12-09 Sft m2 448.15 602.97 56.04 4,822.081" thick battened doors & windows fitted in position,

complete with iron fittings

12-10 Sft m2 735.60 897.44 83.40 7,915.08Deodar wood battened ledged & braced doors & windows

2.25" thick complete

12-11-a Sft m2 316.70 416.95 38.75 3,407.73Deodar wood doors framed with braces & 22 SWG GI

sheet facing on one side complete

12-11-b Sft m2 322.15 416.95 38.75 3,466.28Deodar wood doors framed with braces & 22 SWG GI

sheet facing on both sides complete

12-12-a Sft m2 212.19 294.47 27.37 2,283.14Partal wood doors framed with braces & 22 SWG GI sheet

facing on one side complete

12-12-b Sft m2 156.98 416.95 38.75 1,689.13Partal wood doors framed with braces & 22 SWG GI sheet

facing on both sides complete

12-13-a-01 Sft m2 390.67 770.66 71.62 4,203.62First class deodar wood wrought joinery work Deodar

wood frame 1-3/4" thick w/o springs

12-13-a-02 Sft m2 404.53 770.66 71.62 4,352.70First class deodar wood wrought joinery work Deodar

wood frame 13/4" thick with springs

12-13-b-01 Sft m2 354.69 770.66 71.62 3,816.42First class deodar wood wrought joinery work Deodar

wood frame 1.5" thick w/o springs

12-13-b-02 Sft m2 368.54 770.66 71.62 3,965.50First class deodar wood wrought joinery work Deodar

wood frame 1" thick with springs

12-13-c Sft m2 124.96 326.61 30.35 1,344.58First class deodar wood wrought joinery work GI wire

guaze fixed to chowkat with 3/4" strip

12-13-d Sft m2 108.83 326.61 30.35 1,170.99First class deodar wood wrought joinery work GI wire

guaze fixed to chowkat with 1/2" strip

12-14 Sft m2 393.82 694.92 64.58 4,237.51Making and fixing trellis doors & windows of deodar wood

complete.

12-15-a Sft m2 91.90 222.21 20.65 988.86Provide & fix MS chowkat of doors, windows etc MS

angle iron 1.5"x1.5"x1/4" welded with MS flat

12-15-b Sft m2 97.95 223.39 20.76 1,053.93Provide & fix MS chowkat of doors, windows etc MS tee

iron 1.5"x 1.5"x 1/4" welded with MS flat

12-16 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 146.32 43.71 43.71 146.32Providing and fixing sliding bolt to doors Iron sliding bolts

: 10" long

12-18-a-02 Each Each 170.52 43.71 43.71 170.52Providing and fixing sliding bolt to doors Iron sliding bolts

: 12" long

12-18-b-01 Each Each 473.02 43.71 43.71 473.02Providing 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




:

12




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 Sft m2 10.26 10.42 0.97 110.42Extra for brass fittings to doors & windows Deodar

panelled, panelled+glazed or fully glazed

12-19-b Sft m2 9.92 11.28 1.05 106.69Extra 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 Sft m2 183.92 163.31 15.18 1,978.99Provide & fix exp. metal 1/2"-3/4"mesh 16 gauge Fixed to

chowkat with 1" deodar wood strip etc

12-21-b 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 Sft m2 953.79 1,468.20 136.45 10,262.79Provide & fix deodar wood almirah 9"-12" depth including

boxing with back, shelves, shutters etc

12-22-b Sft m2 538.61 1,045.53 97.17 5,795.49Provide & fix deodar wood almirah 9"-12" depth With

shelves, shutters etc w/o boxing & back

12-23-a 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 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 Sft m2 300.86 279.95 26.02 3,237.24Provide & fix chowkat for doors, windows & CS windows,

including holdfast etc : Teak wood

12-24-b Sft m2 106.21 223.37 20.76 1,142.85Provide & fix chowkat for doors, windows & CS windows,

including holdfast etc : Shisham wood

12-24-c Sft m2 187.38 139.98 13.01 2,016.17Provide & 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




:

12




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 Each Each 84.91 36.42 36.42 84.91Make & fix cleats for doors & windows including hinges

and screws.

12-27-b 1 No no 83.19 36.42 36.42 83.19Make & 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 Rft m 898.71 409.47 124.81 2,948.54Teak wood railing of any shape & design including bends,

corners, polishing etc complete

12-28-b Rft m 412.04 409.47 124.81 1,351.84Shisham wood railing of any shape & design including

bends, corners, polishing etc complete

12-29 Rft m 241.09 167.51 51.06 790.97Deodar 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 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 Rft m 14.47 47.46 14.47 47.46Dismantling and refixing eave boards

12-36 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


on one side of frame : Ply wood 1/4" thick


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




:

12




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 Sft m2 40.97 148.91 13.84 440.85Glazing with panes (16-18 oz) including cost of putty

12-42-b Sft m2 62.07 208.48 19.38 667.82Glazing with panes (16-18 oz) using deodar wooden fillets

& putty

12-42-c 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 387.35 20.85 193.75 41.68Cutting to required size & fixing glass panes with putty.

12-43-b Sft m2 15.58 40.30 3.75 167.65Cutting to required size & fixing glass panes Using deodar

wood fillets & putty

12-44-a Sft m2 102.72 251.93 23.41 1,105.24Glazing with plate glass 6 mm thick including cost of

deodar wood fillet & putty : Upto 0.75 m2

12-44-b Sft m2 101.81 251.92 23.41 1,095.47Glazing with plate glass 6 mm thick including cost of

deodar wood fillet & putty : 0.75m2 to 2.25 m2

12-45-a Sft m2 642.61 1,119.88 104.08 6,914.461.5" thick deodar doors & windows, chowkat of MS angle

iron 1.5"x1.5"x1/4" welded with MS flat

12-45-b Sft m2 619.90 1,232.95 114.59 6,670.121.5" thick deodar doors & windows, chowkat of MS tee


12-46-a Sft m2 459.47 952.63 88.53 4,943.901.5" thick hollow flush door/window, chowkat of MS angle

iron 1.5"x1.5"x1/4" welded with MS flat

12-46-b Sft m2 424.21 941.78 87.53 4,564.501.5" thick hollow flush door/window, chowkat of MS tee


12-47 Sft m2 401.07 1,573.06 146.20 4,315.53Panelled door of MS sheet with forged door leaves of MS

sheet 22 SWG etc complete

12-48 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 Rft m 100.52 75.02 22.87 329.80Curtain railing to doors & windows comprising TOSO-elite

Japanese railing or equiv. including paint




:

12




LabourLabour

RemarksSpec.

No


12-50 Sft m2 140.31 248.79 23.12 1,509.75MS flat 1/2"x1/8" grill in windows of approved design

including painting 3 coats, complete

12-51 Sft m2 128.81 345.65 32.12 1,386.04Provide & fix GI wire gauze 22 SWG, 12x12 mesh per sq.

in, fixed to steel window complete

12-52-a Sft m2 420.02 188.52 17.52 4,519.43Hollow flush door 1.5"-2" thick including iron mongery

excluding chowkat & lock : Teak veneered

12-52-b Sft m2 388.56 188.52 17.52 4,180.92Hollow flush door 1.5"-2" thick including iron mongery

excluding chowkat & lock : Shisham veneered

12-52-c Sft m2 407.89 188.32 17.50 4,388.85Hollow flush door 1.5"-2" thick including iron mongery

excluding chowkat & lock : Deodar veneered

12-52-d Sft m2 371.61 188.53 17.52 3,998.48Hollow flush door 1.5"-2" thick including iron mongery

excluding chowkat & lock : Commercial veneered

12-53-a-01 Sft m2 273.75 315.58 29.33 2,945.54Supply and Fixing aluminium door/window, Economy

model Sliding window


model Hinges window


model Fixed louver in door frame


model Fixed louver in 2" frame

12-53-b-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Deluxe 3"

sect. Sliding window


sect. Hinges window


sect. Fixed glazing


sect. Fixed arch


sect. Fixed louvers


sect. Sliding door


sect. Swing door single action (short handle)


sect. Swing door single action (long handle)


sect. Swing door double action (short handle)



12-53-c-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium door/window, Deluxe 3.5"





:

12




LabourLabour

RemarksSpec.

No



sect. Hinges window


sect. Fixed glazing


sect. Fixed arch


sect. Sliding door





12-53-d-01 Sft m2 404.38 315.58 29.33 4,351.17Supply and Fixing aluminium door/window, Premium 4"



sect. Hinges window


sect. Fixed glazing


sect. Fixed arch


sect. Sliding door








sect. Swing door double action (long handle)

12-53-e-01 Sft m2 308.70 66.71 6.20 3,321.61Supply and Fixing aluminium door/window. Other items :

Fly screen shutter for Deluxe model


Fly screen shutter for Premium model


Fly screen shutter with separate outer frame

12-54-a-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Economy

model Sliding window


model Hinges window


model Fixed louver in door frame




:

12




LabourLabour

RemarksSpec.

No



model Fixed louver in 2" frame

12-54-b-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3"



sect. Hinges window


sect. Fixed glazing


sect. Fixed arch


sect. Fixed louvers


sect. Sliding door









12-54-c-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Deluxe 3.5"



sect. Hinges window


sect. Fixed glazing


sect. Fixed arch


sect. Sliding door





12-54-d-01 Sft m2 356.03 315.58 29.33 3,830.87Supply and Fixing aluminium bronze/black. Premium 4"



sect. Hinges window


sect. Fixed glazing




:

12




LabourLabour

RemarksSpec.

No



sect. Fixed arch


sect. Sliding door









12-54-e-01 Sft m2 308.70 66.71 6.20 3,321.61Supply and Fixing aluminium bronze/black. Other items :

Fly screen shutter for Deluxe model


Fly screen shutter for Premium model


Fly screen shutter with separate outer frame

12-55-a Sft m2 105.69 500.54 46.52 1,137.27Wall Panelling over 0.5" thick chipboard & wood frame

(2"x0.75") 2'x2' grid : Sheesham Ply

12-55-b Sft m2 135.84 375.06 34.86 1,461.62Wall Panelling over 0.5" thick chipboard & wood frame

(2"x0.75") 2'x2'grid : Lamination Sheet

12-55-c Sft m2 96.65 500.42 46.51 1,040.00Wall Panelling over 0.5" thick chipboard & wood frame

(2"x0.75") 2'x2' grid : Commercial Ply

12-56-a Rft m 161.99 101.53 30.95 531.47Supply 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 Rft m2 319.81 444.75 41.33 3,441.11Wood plastic composite door patio door leap delux (laker

coated)

12-56-c Rft m2 341.13 444.75 41.33 3,670.51Wood plastic composite door patio door leap premium

grade ( UV coated )

12-56-d 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 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 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door bukhara flush door steppe

type

12-57-b Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door rock type single side door

12-57-c Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door rock type double side door

12-58 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door image type single side door

12-59 Sft m2 934.63 384.59 35.74 10,056.62Wood plastic composite door carving type single side door

12-60-a Sft m2 681.02 168.71 15.68 7,327.74Composite windows deluxe grade (laker coated)




:

12




LabourLabour

RemarksSpec.

No


12-60-b Sft m2 703.31 168.11 15.62 7,567.65Composite windows premium grade (UV coated)

12-61-a Sft m2 281.29 253.51 23.56 3,026.68Wood Plastic Fly Screen Delux Grade

12-61-b Sft m2 281.29 253.51 23.56 3,026.68Wood Plastic Screen Premium Grade

12-62-a Sft m2 642.61 1,167.46 108.50 6,914.53Kitchen Floor Cabinet as per MES Design/Specification..

12-62-b 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.



PAINTING AND VARNISHINGChapter #

:

13




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




:

13




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 2,570.97 93.40 868.00 276.64Providing 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




:

13




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 163.70 15.01 139.50 17.61Removing 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




:

13




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



PLUMBING, SANITARY INSTALLATION AND GAS FITTINGSChapter #

:

14




LabourLabour

RemarksSpec.

No


14-01-a Each Each 3,290.98 265.98 265.98 3,290.98Providing and Fixing glazed earthen ware WC European

type excluding cost of seat & cover : White

14-01-b Each Each 3,508.78 265.98 265.98 3,508.78Providing and Fixing glazed earthen ware WC European

type excluding cost of seat & cover : Coloured

14-02-a Each Each 458.71 4.96 4.96 458.71Providing 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


Size 22"x16" : Coloured with pedestal


Size 22"x16" : White without pedestal


Size 22"x16' : Coloured without pedestal

14-05-b-01 Each Each 2,072.06 322.40 322.40 2,072.06Providing and Fixing glazed earthen ware WHB complete

Size 25"x18" : White with pedestal


Size 25"x18" : Coloured with pedestal


Size 25"x18" : White without pedestal


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 1,822.80 322.40 322.40 1,822.80Providing and fixing stainless steel sink with drain board

size 18"x36" including set of brackets, waste pipe etc

14-06-c Each Each 2,600.23 322.40 322.40 2,600.23Providing and fixing stainless steel sink with drain board


14-06-d Each Each 6,578.10 322.40 322.40 6,578.10Providing and fixing stainless steel sink with drain board


14-06-e Each Each 7,425.10 322.40 322.40 7,425.10Providing and fixing stainless steel sink with drain board


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"




:

14




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 2,082.95 322.40 322.40 2,082.95Providing 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 395.30 34.72 34.72 395.30Providing 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 295.48 34.72 34.72 295.48Providing and Fixing CP toilet paper holder

14-16-a Each Each 403.77 34.72 34.72 403.77Providing 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 107.32 34.72 34.72 107.32Providing and Fixing Plastic soap dish.

14-20-b Each Each 125.47 34.72 34.72 125.47Providing and Fixing Plastic toilet paper holder.

14-20-c Each Each 137.57 34.72 34.72 137.57Providing and Fixing Plastic towel rail.

14-20-d Each Each 77.07 34.72 34.72 77.07Providing and Fixing Plastic shelf 24"x5" with

14-21-a Each Each 473.95 34.72 34.72 473.95Providing 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 343.27 34.72 34.72 343.27Providing and Fixing CP stop-cock, heavy type : 1/2"




:

14




LabourLabour

RemarksSpec.

No


14-23 Each Each 379.08 39.68 39.68 379.08Providing and Fixing underground stop-cock 1/2" with CP

cover

14-24-a Each Each 343.27 34.72 34.72 343.27Providing and Fixing CP bib-cock, heavy type : 3/4"

14-24-b Each Each 343.27 34.72 34.72 343.27Providing and Fixing CP bib-cock, heavy type : 1/2"

14-25 Each Each 343.27 34.72 34.72 343.27Providing and Fixing 1/2" CP tee stop cock

14-26-a Each Each 285.80 34.72 34.72 285.80Providing and Fixing CP shower rose : 1/2"x4"

14-26-b Each Each 322.10 34.72 34.72 322.10Providing and Fixing CP shower rose : 3/4"x6"

14-27 Each Each 1,933.21 34.72 34.72 1,933.21Providing and Fixing CP mixing valve for WHB, sink or

shower

14-28-a Each Each 668.88 39.68 39.68 668.88Reduce 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 965.33 39.68 39.68 965.33Providing and Fixing gun metal peet / gate valve (screwed)

1«" dia

14-28-c Each Each 1,171.03 39.68 39.68 1,171.03Providing and Fixing gun metal peet / gate valve (screwed)

2" dia

14-28-d Each Each 2,828.73 39.68 39.68 2,828.73Providing and Fixing gun metal peet / gate valve (screwed)

2«" dia

14-28-e Each Each 3,114.29 39.68 39.68 3,114.29Providing 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 240.85 77.50 77.50 240.85Providing and Fixing CI floor trap including CI grating &

concrete chamber all round : 4"x2"

14-31-b Each Each 579.65 77.50 77.50 579.65Providing and Fixing CI floor trap including CI grating &

concrete chamber all round : 4"x3"

14-32-a Each Each 1,128.50 69.75 69.75 1,128.50Providing and Fixing 'P' trap including GI grating & PCC

chamber 4" of cast iron

14-32-b Each Each 163.52 69.75 69.75 163.52Providing 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 Rft m 381.17 77.52 23.63 1,250.55Providing and fitting CI soil pipe with : Lead & yarn

caulked joint : 4" dia.




:

14




LabourLabour

RemarksSpec.

No


14-34-a-02 Rft m 264.69 38.76 11.81 868.40Providing and fitting CI soil pipe with : Lead & yarn

caulked joint : 2" dia.

14-34-b-01 Rft m 366.41 77.52 23.63 1,202.14Providing and fitting CI soil pipe with : Cement caulked

joint : 4" dia

14-34-b-02 Rft m 249.93 38.76 11.81 819.99Providing and fitting CI soil pipe with : Cement caulked

joint : 2" dia

14-35-a 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 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 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 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 475.00 96.88 96.88 475.00Increase 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 426.60 96.88 96.88 426.60Providing and Fixing CI specials, such as tees, bends etc

Cement caulked joint

14-37-a Each Each 830.52 50.06 50.06 830.52Supply and Fixing CI manhole cover with frame etc

complete 12" dia

14-37-b Each Each 1,538.36 50.06 50.06 1,538.36Supply and Fixing CI manhole cover with frame etc

complete 18" dia

14-37-c Each Each 2,742.31 50.06 50.06 2,742.31Supply 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 Rft m 142.08 226.98 69.18 466.14Providing and Fixing RCC pipe 4" dia, including laying &

jointing in trenches

14-39-a Each Each 179.92 34.72 34.72 179.92Providing and Fixing brass stop/bib cock : 1/2" dia

14-39-b Each Each 225.29 34.72 34.72 225.29Providing 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 262.32 39.68 39.68 262.32Providing and Fixing CP waste coupling : 1.25"

14-41-b Each Each 299.83 39.68 39.68 299.83Providing 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 116.39 34.72 34.72 116.39Providing 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"




:

14




LabourLabour

RemarksSpec.

No


14-45-a Each Each 1,131.70 39.68 39.68 1,131.70Providing and Fixing CP bottle trough with waste pipe :

1.25" i/d

14-45-b Each Each 1,322.28 39.68 39.68 1,322.28Providing 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 69.33 14.88 14.88 69.33Providing and Fixing 1/2" dia connection including check

nuts etc Plastic rubber connection

14-47-b Each Each 81.43 14.88 14.88 81.43Providing 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 204.12 34.72 34.72 204.12Providing 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 486.05 34.72 34.72 486.05Providing and Fixing brass ball float valve 1.25" dia

14-48-e Each Each 657.87 34.72 34.72 657.87Providing and Fixing brass ball float valve 1.5" dia

14-48-f Each Each 887.77 34.72 34.72 887.77Providing and Fixing brass ball float valve 2" dia

14-49-a 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 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 Rft m 156.78 101.52 30.94 514.38Providing and Fixing GI pipe & including specials

complete 2" dia




:

14




LabourLabour

RemarksSpec.

No


14-55-b Rft m 131.07 101.52 30.94 430.02Providing and Fixing GI pipe & including specials

complete 1.5" dia

14-55-c Rft m 110.80 101.52 30.94 363.53Providing and Fixing GI pipe & including specials

complete 1.25" dia

14-55-d Rft m 79.69 58.98 17.98 261.44Providing and Fixing GI pipe & including specials

complete 1" dia

14-55-e Rft m 61.94 58.70 17.89 203.20Providing and Fixing GI pipe & including specials

complete 3/4" dia

14-55-f Rft m 46.93 50.76 15.47 153.98Providing and Fixing GI pipe & including specials

complete 1/2" dia

14-56-a Each Each 302.80 12.40 12.40 302.80Providing and Fixing oxidized gas cock : 1" dia.

14-56-b Each Each 212.05 12.40 12.40 212.05Providing and Fixing oxidized gas cock : 3/4" dia.

14-56-c Each Each 145.50 12.40 12.40 145.50Providing 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 55.42 14.88 14.88 55.42Providing and Fixing 1/4" CP or oxidized gas cock Single

way

14-58-b Each Each 103.45 24.80 24.80 103.45Providing 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 1,088.90 496.00 496.00 1,088.90Providing and Fixing approved best quality light burners

Single

14-59-b Each Each 1,569.88 496.00 496.00 1,569.88Providing and Fixing approved best quality light burners

Double

14-60-a Each Each 3,194.30 496.00 496.00 3,194.30Providing and Fixing approved best quality gas room

heaters Single pannel

14-60-b Each Each 2,347.30 496.00 496.00 2,347.30Providing and Fixing approved best quality gas room

heaters Double pannel

14-61-a Each Each 10,720.50 496.00 496.00 10,720.50Providing and Fixing approved best quality cooking range

with 2 burners & oven

14-61-b Each Each 10,720.50 496.00 496.00 10,720.50Providing and Fixing approved best quality cooking range

with 2 burners, oven & rostary

14-61-c Each Each 14,048.00 496.00 496.00 14,048.00Providing and Fixing approved best quality cooking range

with 3 burners, oven & hot case

14-61-d Each Each 14,048.00 496.00 496.00 14,048.00Providing and Fixing approved best quality cooking range

with 3 burners, oven, hot case & roastary

14-61-e Each Each 14,350.50 496.00 496.00 14,350.50Providing and Fixing approved best quality cooking range

with 5 burners, oven, hot case & roastary

14-62-a Each Each 10,236.50 496.00 496.00 10,236.50Providing and Fixing approved best quality gas water

heaters 20 gallons capacity




:

14




LabourLabour

RemarksSpec.

No


14-62-b Each Each 12,777.50 496.00 496.00 12,777.50Providing and Fixing approved best quality gas water


14-62-c Each Each 15,863.00 496.00 496.00 15,863.00Providing and Fixing approved best quality gas water


14-63-a Each Each 279.80 62.00 62.00 279.80Providing 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 400.80 62.00 62.00 400.80Providing and Fixing gas cross burners : 12" Size

14-64-a Each Each 487.60 148.80 148.80 487.60Providing and Fixing gas nozzle star burner with injector

12" nozzle

14-64-b Each Each 784.05 148.80 148.80 784.05Providing and Fixing gas nozzle star burner with injector

18" nozzle

14-64-c Each Each 1,026.05 148.80 148.80 1,026.05Providing 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 1,022.75 387.50 387.50 1,022.75Providing and Fixing gas tandoor complete : 24" nozzle

14-68-b Each Each 1,458.50 581.25 581.25 1,458.50Providing 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 11,009.39 775.00 775.00 11,009.39P/F Fibre Glass Water Tank 300 gallons

14-69-a-02 Each Each 13,796.83 775.00 775.00 13,796.83P/F Fibre Glass Water Tank 400 gallons

14-69-b-01 Each Each 10,525.39 775.00 775.00 10,525.39P/F Polyethylene Water Tank 200 gallons (Horizontal)

14-69-b-02 Each Each 18,880.32 1,581.00 1,581.00 18,880.32Supplying and Fixing Polyethylene Water Tank 400

gallons (Vertical)

14-69-b-03 Each Each 21,928.84 1,581.00 1,581.00 21,928.84P/F Polyethylene Water Tank 500 gallons (Vertical)



14-70-a 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 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)

14-71-a 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

etc)




:

14




LabourLabour

RemarksSpec.

No


14-71-b 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

etc)

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)


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)


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)


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)



14-73-f 20 Rft m 1,071.60 5.09 31.00 175.79Providing of thermal insulation of high density (64kg/m3)


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)



14-74-a Each Each 19,704.75 496.00 496.00 19,704.75Providing and Fixing Gas water Geyser 30 gallons SG 35

DLX with imported Thermostat

14-74-b Each Each 19,704.75 496.00 496.00 19,704.75Providing and Fixing Gas water Geyser 35 gallons SG 35

DLX with imported Thermostat

14-75-a Each Each 17,487.50 124.00 124.00 17,487.50Providing & Fixing "Singer" Cooking Range Model 307 (3

Burners Black), Bigger size




:

14




LabourLabour

RemarksSpec.

No


14-75-b Each Each 15,854.00 124.00 124.00 15,854.00Providing & Fixing "Singer" Cooking Range Model 308 (3

Burners Black), Smaller size

14-76 Each Each 19,786.50 124.00 124.00 19,786.50Providing & Fixing "Singer" Cooking Range Model 310 (3

Burners White)

14-77 Each Each 21,904.00 124.00 124.00 21,904.00Providing & Fixing "Singer" Cooking Range Model 312 (5

Burners), (Automatic)

14-78 Each Each 1,015.25 77.50 77.50 1,015.25Supply and Fixing low level plastic flushing cistern.

14-79-a Each Each 6,701.75 306.90 306.90 6,701.75Supply and fixing of 0.5 HP Monoblock water pump

1.25"x1" single phase upto 72 ft head (Type SE) i/c all

accessories.

14-79-b Each Each 8,250.55 306.90 306.90 8,250.55Supply and fixing of 1.0 HP Monoblock water pump

1.25"x1" single phase upto 90 ft head (Type SE) i/c all

accessories.

14-79-c Each Each 9,187.09 306.90 306.90 9,187.09Supply and fixing of 1.0 HP Monoblock water pump

1.25"x1" single phase upto 88 ft head (Type DE-S2) i/c all

accessories.

14-79-d Each Each 9,541.62 306.90 306.90 9,541.62Supply and fixing of 1.5 HP Monoblock water pump

1.25"x1" single phase upto 130 ft head (Type DE-S2) i/c

all accessories.


1.5"x1.25" 3 stage model DE-S3 (Deen Pump) single

phase for 150 ft head with all accessories.


1.5"x1.5" 4 stage model DE-S4 single phase for 190 ft

head with all accessories.


2"x2" size 1 stage SE model single phase for 65 ft head

with all accessories and fittings.


1.5"x1.5" size 5 stage DE-S5 model single phase for 220 ft

head with all accessories


1.5"x1.25" size 6 stage DE-S6 model single phase for 260

ft head with all accessories


1.5"x1.25" size 7 stage DN-S7 model single phase for 300

ft head with all accessories

14-81-d Each Each 21,003.60 542.50 542.50 21,003.60Supply and fixing of 3.0 HP Monoblock water pump

2.5"x2" size 2 stage DE-S2 model single phase for 100 ft


14-81-e Each Each 19,927.35 306.90 306.90 19,927.35Supply and fixing of 4.0 HP Monoblock water pump

1.5"x2" size 3 stage DN-S3 model single phase for 130 ft





:

14




LabourLabour

RemarksSpec.

No


14-81-f Each Each 21,129.74 542.50 542.50 21,129.74Supply and fixing of 4.0 HP Monoblock water pump

1.5"x2" size 4 stage DN-S4 model single phase for 160 ft


14-81-g Each Each 21,173.35 306.90 306.90 21,173.35Supply and fixing of 3.0 HP Monoblock water pump

3"x3" size 1 stage P.P model single phase for 60 ft head

with all accessories

14-81-h Each Each 23,065.79 306.90 306.90 23,065.79Supply and fixing of 4.0 HP Monoblock water pump

3"x2.5" size 1stage P.P model single phase for 60 ft head

with all accessories

14-82-a Each Each 9,165.15 1,100.50 1,100.50 9,165.15Supply and fixing of 1.0 HP Deep well water pump 1"x1"

size 1stage Jet S-1 model single phase for 60 ft suction

and upto 60 ft head with all accessories

14-82-b Each Each 12,423.68 1,100.50 1,100.50 12,423.68Supply and fixing of 2.0 HP Deep well water pump 1"x1"

size 2 stage Jet S-2 model single phase for 80 ft suction


14-82-c Each Each 15,085.68 1,100.50 1,100.50 15,085.68Supply and fixing of 3.0 HP Deep well water pump 1"x1"



14-82-d Each Each 17,829.96 1,100.50 1,100.50 17,829.96Supply and fixing of 4.0 HP Deep well water pump 1"x1"



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)



ELECTRIC INSTALLATIONSChapter #

:

15




LabourLabour

RemarksSpec.

No


15-01-a-01 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


comp. On surface including clamps etc: 3/4" i/d


comp. On surface including clamps etc: 1" i/d


comp. On surface including clamps etc: 1.25" i/d


comp. On surface including clamps etc: 1.5" i/d


comp. On surface including clamps etc: 2" i/d

15-01-b-01 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


comp. Recessed in walls including chase etc : 3/4" i/d


comp. Recessed in walls including chase etc : 1" i/d


comp. Recessed in walls including chase etc : 1.25" i/d


comp. Recessed in walls including chase etc : 1.5" i/d


comp. Recessed in walls including chase etc : 2" i/d

15-02-a-01 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


complete On surface including clamps etc: 3/4" i/d


complete On surface including clamps etc: 1" i/d


complete On surface including clamps etc: 1.25" i/d


complete On surface including clamps etc: 1.5" i/d







15-02-b-01 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




:

15




LabourLabour

RemarksSpec.

No



complete Recessed in walls including chase etc : 3/4" i/d


complete Recessed in walls including chase etc : 1" i/d


complete Recessed in walls including chase etc : 1.25" i/d


complete Recessed in walls including chase etc : 1.5" i/d







15-03-a 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 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 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 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 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 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 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 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 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 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 Rft m 8.73 8.21 2.50 28.65Supply and Erection single core PVC insulated copper

conductor 250/440 V grade cable : 3/0.029"

15-05-b Rft m 12.96 8.25 2.51 42.53Supply and Erection single core PVC insulated copper





:

15




LabourLabour

RemarksSpec.

No


15-05-c Rft m 12.94 7.73 2.36 42.47Supply and Erection single core PVC insulated copper


15-05-d Rft m 16.32 7.73 2.36 53.54Supply and Erection single core PVC insulated copper


15-05-e Rft m 25.25 19.33 5.89 82.85Supply and Erection single core PVC insulated copper


15-05-f Rft m 50.14 28.99 8.84 164.52Supply and Erection single core PVC insulated copper


15-05-g Rft m 118.01 48.32 14.73 387.19Supply and Erection single core PVC insulated copper


15-06-a 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 Rft m 11.13 13.53 4.12 36.51Supply and Erection single core PVC insulated+sheathed


15-06-c Rft m 14.67 15.46 4.71 48.13Supply and Erection single core PVC insulated+sheathed


15-06-d Rft m 31.27 15.46 4.71 102.60Supply and Erection single core PVC insulated+sheathed


15-06-e Rft m 29.41 25.12 7.66 96.50Supply and Erection single core PVC insulated+sheathed


15-06-f Rft m 57.90 38.66 11.78 189.95Supply and Erection single core PVC insulated+sheathed


15-07-a 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 Rft m 62.45 65.70 20.03 204.89Supply and Erection single core PVC insulated & sheathed


15-07-c Rft m 108.56 65.70 20.03 356.17Supply and Erection single core PVC insulated & sheathed


15-07-d Rft m 203.44 96.65 29.46 667.47Supply and Erection single core PVC insulated & sheathed


15-07-e Rft m 311.96 241.63 73.65 1,023.48Supply and Erection single core PVC insulated & sheathed


15-07-f Rft m 372.82 241.63 73.65 1,223.17Supply and Erection single core PVC insulated & sheathed


15-07-g Rft m 534.03 241.63 73.65 1,752.06Supply and Erection single core PVC insulated & sheathed


15-08-a Rft m 12.17 9.66 2.94 39.91Supply and Erection twin core PVC insulated & sheathed


15-08-b Rft m 17.33 9.66 2.94 56.86Supply and Erection twin core PVC insulated & sheathed


15-08-c Rft m 24.78 13.53 4.12 81.29Supply and Erection twin core PVC insulated & sheathed





:

15




LabourLabour

RemarksSpec.

No


15-08-d Rft m 40.31 13.53 4.12 132.26Supply and Erection twin core PVC insulated & sheathed


15-08-e Rft m 50.24 13.53 4.12 164.82Supply and Erection twin core PVC insulated & sheathed


15-08-f Rft m 89.33 13.53 4.12 293.08Supply and Erection twin core PVC insulated & sheathed


15-09-a Each Each 89.55 44.17 44.17 89.55Supply 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 119.40 58.90 58.90 119.40Supply and Erection MS sheet box of 16 SWG, 4"deep


15-09-c Each Each 152.27 73.63 73.63 152.27Supply and Erection MS sheet box of 16 SWG, 4"deep


15-09-d Each Each 254.73 88.35 88.35 254.73Supply and Erection MS sheet box of 16 SWG, 4"deep


15-09-e Each Each 323.82 106.02 106.02 323.82Supply and Erection MS sheet box of 16 SWG, 4"deep


15-09-f Each Each 456.44 123.69 123.69 456.44Supply and Erection MS sheet box of 16 SWG, 4"deep


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 62.81 26.50 26.50 62.81Supply and Erection Sahl wood board, 1.75" deep : 7"x4"

15-10-d Each Each 74.90 26.50 26.50 74.90Supply and Erection Sahl wood board, 1.75" deep : 8"x10"

15-10-e Each Each 89.95 29.45 29.45 89.95Supply 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 567.55 265.05 265.05 567.55Reduce 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 567.55 265.05 265.05 567.55Supply and Erection of iron/aluminium clad, 500V main

switch Double pole : 30/35 Amp.

15-11-a-03 Each Each 1,233.05 265.05 265.05 1,233.05Supply and Erection iron/aluminium clad 500 volts main

switch Double Pole : 60/65 Amp

15-11-a-04 Each Each 2,382.55 265.05 265.05 2,382.55Supply and Erection iron/aluminium clad 500 volts main

switch Double Pole : 100 Amp

15-11-b-01 Each Each 567.55 265.05 265.05 567.55Supply and Erection of iron/aluminium clad, 500V main

switch Triple pole with neutral link : 15/20 Amp.

15-11-b-02 Each Each 1,293.55 265.05 265.05 1,293.55Supply and Erection of iron/aluminium clad, 500V main





:

15




LabourLabour

RemarksSpec.

No





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


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


15-12-c Each Each 5,075.60 235.60 235.60 5,075.60Supply and Erection or iron/aluminium clad, 500V main


15-12-d Each Each 6,043.60 235.60 235.60 6,043.60Supply and Erection or iron/aluminium clad, 500V main


15-12-e Each Each 8,463.60 235.60 235.60 8,463.60Supply and Erection or iron/aluminium clad, 500V main


15-13 Each Each 165.42 5.89 5.89 165.42Reduce the labour

and composite rates


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 75.22 14.73 14.73 75.22Supply 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 45.13 8.84 8.84 45.13Supply and Erection switches 10/15 Amp : Open type

15-18-b Each Each 48.16 8.84 8.84 48.16Supply 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 147.82 14.73 14.73 147.82Supply 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




:

15




LabourLabour

RemarksSpec.

No


15-22-a Each Each 34.59 7.36 7.36 34.59Supply and Erection button holder/angle holder Bakelite

large size

15-22-b Each Each 55.76 7.36 7.36 55.76Supply and Erection button holder/angle holder Brass

15-23-a Each Each 75.22 14.73 14.73 75.22Supply and Erection porcelain fuses (china made) with

plastic sheet base on angle iron board : 10/15 Amp.

15-23-b Each Each 75.22 14.73 14.73 75.22Supply and Erection porcelain fuses (china made) with

plastic sheet base on angle iron board : 30 Amp.

15-23-c Each Each 184.13 14.73 14.73 184.13Supply and Erection porcelain fuses (china made) with


15-23-d Each Each 232.52 14.73 14.73 232.52Supply and Erection porcelain fuses (china made) with

plastic sheet base on angle iron baord : 100 Amp.

15-23-e Each Each 317.23 14.73 14.73 317.23Supply and Erection porcelain fuses (china made) with


15-24-a Set Set 966.40 58.90 58.90 966.40Supply and Erection tube light, including rod, choke etc

complete Double rod (80 watts) with 2 chokes & 2 starters

15-24-b Set Set 528.17 44.17 44.17 528.17Supply 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 316.42 44.17 44.17 316.42Supply and Erection circuit breaker (imported) on sahl

wood board complete : 20/25/30 Amp.

15-27 Rft m 61.26 17.39 5.30 200.98Supply and Erection stay for house service pipe, erected

with straining screws and 7/14 SWG stay wire

15-28 Rft m 191.54 23.19 7.07 628.40Supply 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 769.66 7.36 7.36 769.66Supply 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 Rft m 43.14 13.53 4.12 141.54Wiring overhead line in 2 single core, PVC insulated cable

with GI wire #8 SWG : 3/0.029"

15-32-b Rft m 51.86 13.53 4.12 170.14Wiring overhead line in 2 single core, PVC insulated cable


15-32-c Rft m 58.61 13.53 4.12 192.29Wiring overhead line in 2 single core, PVC insulated cable





:

15




LabourLabour

RemarksSpec.

No


15-32-d Rft m 72.35 23.19 7.07 237.37Wiring overhead line in 2 single core, PVC insulated cable


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 1,403.25 235.60 235.60 1,403.25Supply 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 506.60 58.90 58.90 506.60Supply and Fixing 125 W mercury vapour lamp with choke

15-36-b Each Each 1,244.70 58.90 58.90 1,244.70Supply and Fixing 250 W mercury vapour lamp with choke

15-36-c Each Each 2,569.65 58.90 58.90 2,569.65Supply 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 343.25 58.90 58.90 343.25Supply 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 3,515.66 1,178.00 1,178.00 3,515.66The item does not

cover cost of


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




:

15




LabourLabour

RemarksSpec.

No


15-43-a 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 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 653.41 17.67 17.67 653.41Wiring of light/fan/call-bell point in 3/0.029 PVC insulated

& sheathed cable on sahl wood strip

15-46 Each Each 418.37 17.67 17.67 418.37Wiring of 2/3-pin 5-Amp plug point in 3/0.029 PVC

insulated & sheathed cable on sahl wood

15-47-a 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 Rft m 48.31 12.08 3.68 158.51Wiring of main & sub-main in 2 single core PVC insulated


15-47-c Rft m 104.39 19.32 5.89 342.48Wiring of main & sub-main in 2 single core PVC insulated


15-47-d Rft m 187.29 34.78 10.60 614.47Wiring of main & sub-main in 2 single core PVC insulated


15-48-a Rft m 12.42 8.21 2.50 40.75Wiring of sub main/earthing in 1 single core PVC insulated


15-48-b Rft m 16.63 7.73 2.36 54.57Wiring of sub main/earthing in 1 single core PVC insulated


15-48-c Rft m 27.99 7.73 2.36 91.82Wiring of sub main/earthing in 1 single core PVC insulated


15-48-d Rft m 51.70 13.53 4.12 169.63Wiring of sub main/earthing in 1 single core PVC insulated


15-49 Each Each 1,125.04 28.27 28.27 1,125.04Wiring of light point in 3/0.029 PVC insulated sheathed

cable on sahl wood strip batten

15-50 Each Each 867.02 26.50 26.50 867.02Wiring of light/fan/call-bell point in 3/0.029 PVC insulated

bare cable in PVC pipe recessed

15-51 Each Each 432.75 12.96 12.96 432.75Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC

insulated bare cable in PVC pipe recessed

15-52 Each Each 1,592.54 40.05 40.05 1,592.54Wiring of light point in 3/0.029 PVC insulated bare cable

in PVC pipe recessed in wall comp.

15-53 Each Each 6,220.81 471.20 471.20 6,220.81Special earthing of iron/metal clad switches etc with copper

wire No. 8 SWG in GI pipe 1/2" dia

15-54 Each Each 271.81 29.45 29.45 271.81Supply and Erection enclosed switch of bakelite DP

(China) 15/30 Amp. fixed on wooden board complete

15-55-a Each Each 265.56 23.56 23.56 265.56Supply and erection of fancy wall type bracket with brass

holder & fancy shade : Single

15-55-b Each Each 386.56 23.56 23.56 386.56Supply and erection of fancy wall type bracket with brass

holder & fancy shade : Double




:

15




LabourLabour

RemarksSpec.

No


15-56-a Each Each 285.97 29.45 29.45 285.97Supply and Erection white round globe with holder, gallery

& 100 Watt bulb complete : 6" dia.

15-56-b Each Each 285.97 29.45 29.45 285.97Supply and Erection white round globe with holder, gallery


15-56-c Each Each 406.97 29.45 29.45 406.97Supply and Erection white round globe with holder, gallery


15-57-a Each Each 285.97 29.45 29.45 285.97Supply and Erection white flat globe with holder, gallery &

100 W bulb complete : 8" dia

15-57-b Each Each 406.97 29.45 29.45 406.97Supply and Erection white flat globe with holder, gallery &


15-57-c Each Each 406.97 29.45 29.45 406.97Supply and Erection white flat globe with holder, gallery &


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 799.63 73.63 73.63 799.63Supply and Erection double fluorescent tube light fitting 2

No. 4' long, 40-W with 2 chokes & starters complete

15-61-a Each Each 784.90 58.90 58.90 784.90Supply and Erection fluorescent tube light fitting including

4' rod, choke, starter, flexible wire etc : Single

15-61-b Each Each 905.90 58.90 58.90 905.90Supply 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 663.90 58.90 58.90 663.90Supply and Erection gate-light fitting complete with holder

& 160-Watt mercury blended lamp: Small

15-63-b Each Each 663.90 58.90 58.90 663.90Supply and Erection gate-light fitting complete with holder

& 160-Watt mercury blended lamp: Medium

15-63-c Each Each 784.90 58.90 58.90 784.90Supply 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


15-64-c Each Each 1,962.25 147.25 147.25 1,962.25Supply and Erection garden-light fitting with holder and





:

15




LabourLabour

RemarksSpec.

No


15-65-a Each Each 1,327.00 147.25 147.25 1,327.00The 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


15-65-c Each Each 2,355.50 147.25 147.25 2,355.50Supply and Erection garden-light fitting with porcelain


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 3,353.75 147.25 147.25 3,353.75Supply 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 1,888.63 73.63 73.63 1,888.63Asia, 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 2,130.63 73.63 73.63 2,130.63Supply and Erection best quality AC ceiling fan complete


15-68-c Each Each 2,191.13 73.63 73.63 2,191.13Supply and Erection best quality AC ceiling fan complete


15-69-a Each Each 1,571.40 58.90 58.90 1,571.40Asia, 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 1,752.90 58.90 58.90 1,752.90Supply and Erection best quality exhaust fan complete with


15-69-c Each Each 1,825.50 58.90 58.90 1,825.50Supply and Erection best quality exhaust fan complete with


15-70-a Each Each 2,232.10 235.60 235.60 2,232.10Supply and Erection transpower auto circuit breaker

3-phase, 400V fungus moisture proofing : 30 Amp.

15-70-b Each Each 1,506.10 235.60 235.60 1,506.10Supply and Erection transpower auto circuit breaker


15-70-c Each Each 5,724.77 279.77 279.77 5,724.77Supply and Erection transpower auto circuit breaker


15-71-a Each Each 322.48 44.17 44.17 322.48Supply 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.




:

15




LabourLabour

RemarksSpec.

No


15-71-d Each Each 322.48 44.17 44.17 322.48Supply 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 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 1,644.36 196.85 196.85 1,644.36Supply 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 1,726.91 196.85 196.85 1,726.91Supply and Fixing electric AC exhuast/fresh air

circulation(double way) 220/230 single phase plastic frame


15-77-c each Each 5,196.62 73.78 73.78 5,196.62Supply and fixing electric AC exhaust/fresh air

circulation(Double way) 220/230 single phase plastic frame





:

15




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 Rft m 8.77 14.88 4.54 28.78Supply and Fixing PVC conduit for surface wiring (dura

duct) 1/2" including all charges for nail screws etc

15-79-b Rft m 10.34 14.88 4.54 33.94PVC conduit for surface wiring (dura duct) 1" including all

charges for nail screws etc complete

15-79-c Rft m 19.66 14.88 4.54 64.51PVC conduit for surface wiring (dura duct) 1.5" including

all charges for nail screws etc complete

15-79-d Rft m 26.32 14.88 4.54 86.34PVC conduit for surface wiring (dura duct) 2" including all

charges for nail screws etc complete

15-80 each Each 122.20 49.60 49.60 122.20Supply and Fixing dimmer switch complete

15-81 each Each 182.70 49.60 49.60 182.70Supply and Fixing 20 Amp power plug

15-82 each Each 219.00 49.60 49.60 219.00Supply and Fixing Asia porcelin power plug 30 Amp

15-83 each Each 110.10 49.60 49.60 110.10Supply 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 57.77 10.58 10.58 57.77Supply and erection of kit kat 500 volts 15/20 Amp

15-89 Each Each 95.35 11.86 11.86 95.35Supply and erection of kit kat 500 volts 30/35 Amp

15-90 each Each 130.74 17.00 17.00 130.74Supply and erection of kit kat 500 volts 60/65 Amp

15-91 each Each 243.01 20.37 20.37 243.01Supply and erection of kit kat 500 volts 100 Amp

15-92 Each Each 391.36 23.52 23.52 391.36Supply and erection of kit kat 500 volts 200 Amp



15-95-a Each Each 58,771.26 449.50 449.50 58,771.26Providing & Fixing Honda Generator EP 2500ex, 2.2 KVA

Petrol driven.

15-95-b Each Each 61,796.26 449.50 449.50 61,796.26Providing & Fixing Honda Generator EP 2500ex, 2.2 KVA

Petrol-cum-Gas driven

15-95-c Each Each 96,886.26 449.50 449.50 96,886.26Providing & Fixing Honda Generator EP 2800ex, 3.1 KVA

Petrol-cum-Gas driven.

15-95-d Each Each 93,861.26 449.50 449.50 93,861.26Providing & Fixing Honda Generator EP 2800ex, 3.1 KVA

Petrol driven.



ROADS AND BRIDGESChapter #

:

16




LabourLabour

RemarksSpec.

No


16-01 100 Cft m3 8,159.25 784.83 2,222.39 2,881.42The Item has been

Deleted

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 2,439.20 93.93 265.98 861.40c) 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 2,787.84 93.93 265.98 984.52Aggregate Base Course

16-04-b 100 Cft m3 2,819.65 93.93 265.98 995.75Water 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 738.79 0.77 7.20 79.49Bitumenous Prime Coat

16-07 100 Sft m2 332.74 2.17 20.16 35.80Bitumenous Tack Coat

16-08-a 100 Sft m2 1,252.86 1.47 13.69 134.81Single bitumenous Surface Treatment

16-08-b 100 Sft m2 2,607.88 2.24 20.83 280.61Double bitumenous Surface Treatment

16-08-c 100 Sft m2 3,158.15 3.71 34.44 339.82Triple bitumenous Surface Treatment

16-09-a 100 Sft m2 809.16 3.77 35.03 87.07Resurfacing of road complete with per 100sft : 22 Ibs.

bitumen, 2.5"cft bajri/crush aggregate

16-09-b 100 Sft m2 754.88 5.28 49.03 81.23Resurfacing of road complete with per 100sft : 20 Ibs.

bitumen, 2"cft bajri/crush aggregate

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 1,810.34 16.11 149.73 194.79Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1"

Thick, without prime coat or tack coat




:

16




LabourLabour

RemarksSpec.

No


16-11-b 100 Sft m2 2,650.25 23.08 214.52 285.17Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1.5"

Thick

16-11-c 100 Sft m2 3,510.59 30.05 279.31 377.74Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 2"

Thick

16-12-a 100 Cft m3 29,799.80 114.70 324.78 10,523.71Asphaltic Base Course (Asphalt Batch Plant Hot Mixed)

16-12-b 100 Cft m3 34,210.05 114.70 324.78 12,081.18Asphaltic 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 51,226.68 138.68 4,227.94 1,680.24Providing and fixing GI pipe railing (3 feet high)

16-15-a Each Each 2,025.80 951.70 951.70 2,025.80The 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 378.41 228.16 228.16 378.41P&E at site : RCC 1/10th km stone.

16-15-c Each Each 645.26 140.43 140.43 645.26P&E at site : RCC boundry pillar.

16-16-a 100 Sft m2 68,252.95 827.35 7,689.08 7,344.02The 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 62,288.51 687.94 6,393.51 6,702.24Road signs (not exceeding 1 m2) without reflection sheet &

lettering : Supply to the C&W store/site of work

16-17-a 100 Sft m2 55,585.34 949.49 8,824.27 5,980.98The 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 46,740.15 1,058.25 9,835.06 5,029.24Road sign (any size) double pedestal 4"x2"x0.25" 11' long

without reflection sheet & lettering: Supply to the C&W

store/site of work




:

16




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 5,275.48 19.91 1,015.75 103.40The 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 7,459.31 405.06 1,147.00 2,634.23The 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 1,042.05 1.48 4.18 368.00For 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 40,053.74 285.10 8,689.92 1,314.10Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

460mm

16-23-b 100 Rft m 60,657.72 356.49 10,865.78 1,990.08Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

610mm




:

16




LabourLabour

RemarksSpec.

No


16-23-c 100 Rft m 81,252.15 427.80 13,039.29 2,665.75Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

760mm

16-23-d 100 Rft m 115,031.41 499.04 15,210.86 3,774.00Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

910mm

16-23-e 100 Rft m 152,131.34 570.36 17,384.59 4,991.18Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

1070mm

16-23-f 100 Rft m 187,717.39 641.78 19,561.37 6,158.71Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

1220mm

16-23-g 100 Rft m 324,533.44 712.99 21,731.90 10,647.42Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia:

1520mm

16-24 100 Cft m3 3,141.22 92.06 260.70 1,109.31Granular 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




:

16




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 5,513.50 6.86 349.99 108.06Supply 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 1,590.94 13.02 396.84 52.20Inject Cement Grout in Sheath Pipe after stressing

16-39 Each Each 142.04 83.05 83.05 142.04Cut off projecting wire ends of cables & make good

anchorage recess with 1:2:4 cem. conc.

16-40 Cwt kg 5,141.62 17.29 881.89 100.78Supply 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 1,936.09 39.92 1,216.75 63.52Repair 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 3,416.91 70.88 658.72 367.66Removing 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.




:

16




LabourLabour

RemarksSpec.

No


16-49 100 Sft m2 3,207.66 48.36 449.47 345.14Providing 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 4,465.67 73.13 679.64 480.51Removing 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 4,256.42 50.61 470.39 457.99Providing 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 6,345.02 93.03 864.62 682.72Removing 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 6,135.77 70.52 655.37 660.21Providing 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 2,057.71 2.04 18.94 221.41Surface 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 2,545.23 16.27 49.60 835.05Providing and Laying PVC pipe (b) 8" dia in foot path of

bridge for utilities.

16-56 100 Cft m3 1,651.73 230.77 653.48 583.30Providing 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 681.30 11.81 109.74 73.31Seal Coat / Pad Coat

16-60 100 Cft m3 15,337.30 602.12 1,705.00 5,416.32Providing 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 13,063.62 37.63 1,147.00 428.60Providing and fixing kerb stone (12"x18"x6") in cement

sand mortar 1:3 in center media or round about as

specified.




:

16




LabourLabour

RemarksSpec.

No


16-63-b 100 Rft m 12,458.62 37.63 1,147.00 408.75Providing and fixing kerb stone (12"x14"x6") in cement


specified.

16-63-c 100 Rft m 11,853.62 37.63 1,147.00 388.90Providing and fixing kerb stone (12"x12"x6") in cement


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 24,741.48 100.21 283.77 8,737.38Leveling 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


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


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


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)




:

16




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


16-72-g Each Each 2,261.70 83.70 83.70 2,261.70Jack Anchorage For upto 4 Wires 0.5" Strand (Comprising


16-73-a Rft m 129.73 16.73 5.10 425.62Un-galvanized Sheath for 20 to 24 Wires 0.5" Strand Cable

16-73-b Rft m 112.79 16.73 5.10 370.05Un-galvanized Sheath for 16 to 19 Wires 0.5" Strand Cable

16-73-c Rft m 97.06 16.73 5.10 318.44Un-galvanized Sheath for 13 to 15 Wires 0.5" Strand Cable

16-73-d Rft m 84.96 16.73 5.10 278.74Un-galvanized Sheath for 10 to 12 Wires 0.5" Strand Cable

16-73-e Rft m 77.70 16.73 5.10 254.92Un-galvanized Sheath for 8 to 9 Wires 0.5" Strand Cable

16-73-f Rft m 70.44 16.73 5.10 231.10Un-galvanized Sheath for 5 to 7 Wires 0.5" Strand Cable

16-73-g 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 139,150.00 0.00 0.00 141,382.94Supply 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 Rft m 173.29 16.73 5.10 568.54Galvanized Sheath for 20 to 24 Wires 0.5" Strand Cable

16-75-b Rft m 150.30 16.73 5.10 493.11Galvanized Sheath for 16 to 19 Wires 0.5" Strand Cable

16-75-c Rft m 129.73 16.73 5.10 425.62Galvanized Sheath for 13 to 15 Wires 0.5" Strand Cable

16-75-d Rft m 112.79 16.73 5.10 370.05Galvanized Sheath for 10 to 12 Wires 0.5" Strand Cable

16-75-e Rft m 103.11 16.73 5.10 338.29Galvanized Sheath for 8 to 9 Wires 0.5" Strand Cable

16-75-f Rft m 93.43 16.73 5.10 306.53Galvanized Sheath for 5 to 7 Wires 0.5" Strand Cable

16-75-g 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)



LINING OF CANALSChapter #

:

17




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 1,249.98 91.73 852.50 134.50Stabilized layer of cement, sand mortar 1:30 2" thick on

slope

17-03-a 100 Sft m2 802.90 65.94 612.87 86.391/2" thick plaster of cement, sand motar 1:10 in bed

17-03-b 100 Sft m2 972.78 84.22 782.75 104.671/2" thick plaster of cement, sand motar 1:10 On slope

17-04-a 100 Sft m2 1,618.29 84.22 782.75 174.131«" thick plaster of cement, sand mortar 1:6 in bed

17-04-b 100 Sft m2 1,835.29 107.57 999.75 197.481«" thick plaster of cement, sand mortar 1:6 On slope

17-05-a 100 Sft m2 947.10 65.94 612.87 101.913/8" thick plaster of cement, sand mortar 1:3 in bed

17-05-b 100 Sft m2 1,116.98 84.22 782.75 120.193/8" thick plaster of cement, sand mortar 1:3 On slope

17-06-a 100 Cft m3 12,091.76 1,086.55 3,076.75 4,270.17The 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 12,518.01 1,237.07 3,503.00 4,420.70Lining 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 13,174.96 1,086.55 3,076.75 4,652.70dittoLining 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 13,601.21 1,237.07 3,503.00 4,803.23Lining 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 10,549.01 1,086.55 3,076.75 3,725.35dittoLining 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 10,975.26 1,237.07 3,503.00 3,875.88Lining 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 11,632.21 1,086.55 3,076.75 4,107.88dittoLining 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 12,058.46 1,237.07 3,503.00 4,258.41Lining 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 11,848.00 848.44 2,402.50 4,184.094" thick PCC lining, using washed screened & graded stone

aggregate : in bed : Ratio 1:2:4





17-10-b-01 100 Cft m3 12,274.25 998.96 2,828.75 4,334.614" thick PCC lining, using washed screened & graded stone

aggregate : On slope : Ratio 1:2:4







LINING OF CANALSChapter #

:

17




LabourLabour

RemarksSpec.

No


17-11-a Rft m 445.25 385.97 117.64 1,460.80Providing and Laying segments in Precast lining (Parabola

type) Type A

17-11-b Rft m 215.87 257.32 78.43 708.22Providing and Laying segments in Precast lining (Parabola

type) Type B

17-11-c Rft m 158.34 209.85 63.96 519.50Providing and Laying PCC segments in Precast lining

(Parabola type) Type C

17-11-d Rft m 135.10 209.85 63.96 443.24Providing and Laying PCC segments in Precast lining

(Parabola type) Type D

17-11-e Rft m 112.69 192.90 58.80 369.72Providing and Laying PCC segments in Precast lining

(Parabola type) Type SPL D

17-11-f Rft m 102.25 192.90 58.80 335.45Providing and Laying PCC segments in Precast lining

(Parabola type) Type E



SHEET PILINGChapter #

:

18




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 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 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 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



PROTECTION AND DIVERSION WORKSChapter #

:

19




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 No. 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




:

19




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 1,014.00 70.05 651.00 109.11Provide & weave GI wire netting for wire crates 6"x9"

mesh : 15 SWG wire


mesh : 10 SWG wire


mesh : 8 SWG wire

19-13-b-01 100 Sft m2 1,060.71 84.06 781.20 114.13Provide & weave GI wire netting for wire crates 6"x6"

mesh : 15 SWG wire


mesh : 10 SWG wire


mesh : 8 SWG wire

19-13-c-01 100 Sft m2 1,288.17 93.40 868.00 138.61Provide & weave GI wire netting for wire crates 4"x4"

mesh : 15 SWG wire


mesh : 10 SWG wire


mesh : 8 SWG wire

19-14 100 Cft m3 1,065.50 98.53 279.00 376.28Providing 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 1,344.50 197.06 558.00 474.81Supply & 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 2,181.50 492.64 1,395.00 770.39Supplying and dumping by boat, including loading within

100m lead : Shingle or spawls




:

19




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 1,386.35 211.84 599.85 489.59Supply & 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 7,222.54 1,111.18 3,146.50 2,550.62Providing and Laying grouted stone pitching, in 1:8 c/s

mortar Top layer on slope

19-30-b 100 Cft m3 6,649.04 908.65 2,573.00 2,348.09Providing and Laying grouted stone pitching, in 1:8 c/s

mortar Top layer on level

19-30-c 100 Cft m3 6,222.79 758.12 2,146.75 2,197.56Providing 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 4,047.21 130.09 1,209.00 435.48Grouting stone pitching or apron etc, in : Cement, sand

mortar 1:3




:

19




LabourLabour

RemarksSpec.

No


19-31-b 100 Sft m2 2,633.83 130.09 1,209.00 283.40Grouting stone pitching or apron etc, in : Cement, sand

mortar 1:8

19-32 100 Sft m2 907.22 45.86 426.25 97.62Sand grouting in stone apron, with high pressure hose

19-33 100 Cft m3 802.50 123.16 348.75 283.40Grouting 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 662.20 150.53 426.25 233.85Levelling and dressing stone filling under blocks and

grouting with shingle

19-37 100 Cft m3 1,166.75 251.79 713.00 412.03Grouting 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 7,199.76 1,111.18 3,146.50 2,542.57Stone 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




:

19




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"


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"


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"


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"


19-40-c-05 100 Rft 100 Rft 1,813.80 1,450.80 1,450.80 1,813.80Royalty to be paid to



owner, as the case

may be, if and when

required.

Stake & bush from canal plantation etc : Pegs 5' long, 3"-6"


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"


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"


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"


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"


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"





:

19




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"


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"


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"


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"


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



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,


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,


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,


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,


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,


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,


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,


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,


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,





:

19




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,


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,


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,


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,


19-41-d-05 100 Rft 100 Rft 5,067.60 3,906.00 3,906.00 5,067.60Royalty to be paid to



owner, as the case

may be, if and when

required.

Stake, market bamboo, bush from any source 14'-16' long,


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,


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,


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,


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,


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).



OUTLETSChapter #

:

20




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


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


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


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


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 490.02 286.44 286.44 490.02Making 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 722.54 444.85 444.85 722.54Adjusting "B" of tail cluster by dismantling and rebuilding

throat walls

20-08 Each Each 1,309.77 860.25 860.25 1,309.77Adjusting "Y" of an APM outlet, including dismantling and

rebuilding

20-09-a Each Each 965.10 868.00 868.00 965.10Extra labour in fixing APM and OF outlet blocks Depth

exceeding 5.0'

20-09-b Each Each 748.10 651.00 651.00 748.10Extra labour in fixing APM and OF outlet blocks Depth

more than 4.0' to 5.0'

20-09-c Each Each 617.90 520.80 520.80 617.90Extra labour in fixing APM and OF outlet blocks Depth




OUTLETSChapter #

:

20




LabourLabour

RemarksSpec.

No


20-09-d Each Each 509.32 434.00 434.00 509.32Extra labour in fixing APM and OF outlet blocks Depth


20-09-e Each Each 400.74 347.20 347.20 400.74Extra labour in fixing APM and OF outlet blocks Depth

upto 2.0'

20-10 Each Each 413.19 286.44 286.44 413.19Repairing damaged reducing collar of hume pipe outlets

20-11 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 Rft m 66.87 192.71 58.74 219.37Fixing pipe outlet, including backfilling of earth &

puddling : Portion under bank

20-14-b Rft m 35.44 89.61 27.31 116.27Fixing pipe outlet, including backfilling of earth &

puddling : Portion under road, beyond bank

20-15-a Rft m 46.53 152.65 46.53 152.65Removing pipe outlet,refilling earth & puddling Portion

under bank

20-15-b Rft m 17.44 57.21 17.44 57.21Removing pipe outlet,refilling earth & puddling Portion

under road, beyond

20-16-a Rft m 76.18 223.29 68.06 249.95Changing pipe outlets by removing one pipe & replacing :

Portion under bank

20-16-b Rft m 42.07 111.35 33.94 138.01Changing pipe outlets by removing one pipe & replacing :

Portion under road, beyond



SINKING OF WELLSChapter #

:

21




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


ordinary soil or sand : 1.5 to 3 m depth


ordinary soil or sand : 3 to 4.5 m depth


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


soil : Above 1.5 to 3 m depth


soil : Above 3 to 4.5 m depth


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


strata like shingle :1.5 to 3 m depth


strata like shingle : 3 to 4.5 m depth


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


ordinary soil : 4.5 to 6 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




:

21




LabourLabour

RemarksSpec.

No



soil : 4.5 to 6 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 : 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






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 : 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


to 7.5 m depth




:

21




LabourLabour

RemarksSpec.

No



7.5 to 9 m depth


to 10.5 m depth


10.5 to 12 m depth


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


cohesive soil : Above 3 to 4.5 m depth


cohesive soil : Above 4.5 to 6 m depth












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


shingle/gravel etc : 1.5 to 3 m depth


shingle/gravel etc : 3 to 4.5 m depth










:

21




LabourLabour

RemarksSpec.

No









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 20,817.77 2,720.53 7,703.67 7,351.73a) 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 22,187.61 2,720.53 7,703.67 7,835.49b) The rate does not

include cost of steel

reinforcement 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 60,671.00 14,339.79 14,570.00 59,712.40Providing and fixing structural steel for cutting edge



SURFACE DRAINAGEChapter #

:

22




LabourLabour

RemarksSpec.

No


22-01-a-01 100 Rft m 1,898.65 18.57 566.10 62.29Tega 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 1,705.30 18.57 566.10 55.95Tega 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 2,206.27 20.50 624.82 72.38Tega 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 2,072.89 20.50 624.82 68.01Tega 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 2,931.97 85.09 790.79 315.48Pacca 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 2,717.37 85.09 790.79 292.39Pacca flat brick 3" thick, laid in reimbursement, in c/s


22-02-c 100 Sft m2 2,656.36 85.09 790.79 285.82Pacca flat brick 3" thick, laid in reimbursement, in c/s


22-03-a 100 Sft m2 4,088.93 94.98 882.73 439.97Pacca brick on edge, laid in reimbursement, in c/s mortar,

on sides of drains etc : Ratio 1:3

22-03-b 100 Sft m2 3,769.75 94.98 882.73 405.63Pacca brick on edge, laid in reimbursement, in c/s mortar,


22-03-c 100 Sft m2 3,676.73 94.98 882.73 395.62Pacca brick on edge, laid in reimbursement, in c/s mortar,


22-04-a 100 Sft m2 3,153.07 79.65 740.27 339.27Pacca flat brick, Herring bond pitching in c/s mortar laid to

line, grade, slope etc : Ratio 1:3

22-04-b 100 Sft m2 2,909.06 79.65 740.27 313.02Pacca flat brick, Herring bond pitching in c/s mortar laid to


22-04-c 100 Sft m2 2,855.55 79.65 740.27 307.26Pacca flat brick, Herring bond pitching in c/s mortar laid to


22-05-a 100 Rft m 4,371.31 23.75 723.97 143.42The rate does not

include cost of


to be paid separately.

Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type I

22-05-b 100 Rft m 10,122.69 60.36 1,839.76 332.11Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type II

22-05-c 100 Rft m 12,819.26 76.74 2,338.98 420.58Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type III

22-05-d 100 Rft m 14,478.51 82.67 2,519.67 475.02Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type IV

22-05-e 100 Rft m 19,086.44 110.87 3,379.28 626.20Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type V

22-05-f 100 Rft m 21,384.53 125.32 3,819.70 701.59Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type VI

22-05-g 100 Rft m 22,121.13 127.23 3,877.91 725.76Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type VII



SURFACE DRAINAGEChapter #

:

22




LabourLabour

RemarksSpec.

No


22-05-h 100 Rft m 32,943.28 191.64 5,841.10 1,080.82Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type VIII

22-05-i 100 Rft m 37,327.45 218.47 6,658.88 1,224.65Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type IX

22-05-j 100 Rft m 43,184.61 235.70 7,184.26 1,416.82Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type X

22-05-k 100 Rft m 45,812.55 257.64 7,852.83 1,503.04Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type XI

22-05-l 100 Rft m 46,889.16 263.36 8,027.16 1,538.36Construct Punjab standard drains, of cement concrete

1:1.5:3, complete : Type XII

22-06-a 100 Rft m 4,560.76 139.89 4,263.89 149.63Laying RC hume pipes in position including jointing 6" to

12" dia

22-06-b 100 Rft m 6,965.00 208.68 6,360.47 228.51Laying RC hume pipes in position including jointing 12" to

24" dia

22-06-c 100 Rft m 9,453.12 280.27 8,542.64 310.14Laying RC hume pipes in position including jointing 24" to

36" dia



SEWERAGEChapter #

:

23




LabourLabour

RemarksSpec.

No


23-01-a 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 Rft m 98.32 171.32 52.22 322.57Providing and Laying RCC pipe, moulded with cement


etc : 6" dia:

23-01-c Rft m 140.46 194.57 59.31 460.83Providing and Laying RCC pipe, moulded with cement


etc : 9" dia:

23-02-a 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 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 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 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 Rft m 379.98 527.13 160.67 1,246.66Providing and Laying RCC pipe sewers complete As per








23-03-a-06 Rft m 880.76 1,152.83 351.38 2,889.62Providing and Laying RCC pipe sewers complete As per


23-03-a-07 Rft m 996.63 1,284.89 391.63 3,269.80Providing and Laying RCC pipe sewers complete As per


23-03-a-08 Rft m 1,183.03 1,400.20 426.78 3,881.34Providing and Laying RCC pipe sewers complete As per










23-03-a-13 Rft m 4,118.95 4,085.30 1,245.20 13,513.61Providing and Laying RCC pipe sewers complete As per




SEWERAGEChapter #

:

23




LabourLabour

RemarksSpec.

No






23-03-b-01 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-06 Rft m 911.13 1,153.23 351.51 2,989.27Providing and Laying RCC pipe sewers complete As per


23-03-b-07 Rft m 1,110.07 1,284.89 391.63 3,641.97Providing and Laying RCC pipe sewers complete As per












23-03-b-13 Rft m 5,303.11 4,085.30 1,245.20 17,398.67Providing and Laying RCC pipe sewers complete As per






23-03-c-01 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









SEWERAGEChapter #

:

23




LabourLabour

RemarksSpec.

No




23-03-c-06 Rft m 1,069.79 1,152.74 351.35 3,509.81Providing and Laying RCC pipe sewers complete As per














23-03-c-13 Rft m 4,875.20 4,085.30 1,245.20 15,994.74Providing and Laying RCC pipe sewers complete As per






23-04-a 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 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 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 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 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 Rft m 1,121.46 0.00 0.00 3,679.34Lowering of sub-soil water table by tubewells 0 - 6 ft

below SSWL



SEWERAGEChapter #

:

23




LabourLabour

RemarksSpec.

No


23-04-g 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 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 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 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 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 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 4,076.19 805.66 805.66 4,076.19Pipe connection to be

paid separately.

Constructing gully grating chamber complete With CI

gully trap,weighing 81 lbs. frame hinged

23-05-b Each Each 2,874.37 805.66 805.66 2,874.37Constructing 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 4,127.35 1,362.18 1,362.18 4,127.35Providing 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 13,013.54 1,899.31 1,899.31 13,013.54RCC manhole cover 22" dia with: Tee shaped CI frame,

22" i/d complete

23-08-b Set Set 11,713.86 1,897.76 1,897.76 11,713.86RCC 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


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


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


23-10 Each Each 10,154.55 1,426.00 1,426.00 10,154.55Septic Tank (int.Size: 7'x2'x5') complete

23-11 Each Each 9,917.15 1,426.00 1,426.00 9,917.15Soakage Pit (6'dia x 15' deep) complete



TUBEWELL AND WATER SUPPLYChapter #

:

24




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 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-04 Rft m 309.90 533.92 162.74 1,016.72Tubewell boring in all soils except shingle/rock From


24-02-a-05 Rft m 442.77 800.90 244.11 1,452.67Tubewell boring in all soils except shingle/rock From


24-02-a-06 Rft m 614.50 1,201.34 366.17 2,016.06Tubewell boring in all soils except shingle/rock From






24-02-a-09 Rft m 1,092.15 2,346.42 715.19 3,583.17Tubewell boring in all soils except shingle/rock From


24-02-b-01 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 Rft m 592.49 854.29 260.39 1,943.88Tubewell boring in all soils except shingle/rock From 100'


24-02-b-03 Rft m 575.61 1,041.17 317.35 1,888.48Tubewell boring in all soils except shingle/rock From 100'






24-02-b-06 Rft m 1,052.05 2,158.66 657.96 3,451.62Tubewell boring in all soils except shingle/rock From 100'


24-02-b-07 Rft m 1,255.95 2,698.32 822.45 4,120.58Tubewell boring in all soils except shingle/rock From 100'


24-02-c-01 Rft m 490.27 817.06 249.04 1,608.51Tubewell boring in all soils except shingle/rock From 200'


24-02-c-02 Rft m 619.85 1,068.03 325.53 2,033.62Tubewell boring in all soils except shingle/rock From 200'









:

24




LabourLabour

RemarksSpec.

No


24-02-c-05 Rft m 1,042.87 2,072.31 631.64 3,421.49Tubewell boring in all soils except shingle/rock From 200'






24-02-d-01 Rft m 863.41 1,561.74 476.02 2,832.70Tubewell boring in all soils except shingle/rock From 300'


24-02-d-02 Rft m 1,061.85 2,075.91 632.74 3,483.76Tubewell boring in all soils except shingle/rock From 300'






24-02-d-05 Rft m 1,657.86 3,561.78 1,085.63 5,439.16Tubewell boring in all soils except shingle/rock From 300'


24-03-a-01 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 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 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 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 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 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 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 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 Rft m 2,136.84 658.92 200.84 7,010.62Cost/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 Rft m 2,651.31 957.37 291.81 8,698.51Providing and installing brass strainer in tubewell bore





:

24




LabourLabour

RemarksSpec.

No


24-07-c Rft m 3,144.76 988.38 301.26 10,317.45Providing and installing brass strainer in tubewell bore

hole 10" i/d 3/16" thick

24-07-d Rft m 3,695.16 988.38 301.26 12,123.23Providing and installing brass strainer in tubewell bore


24-07-e Rft m 3,890.84 1,054.27 321.34 12,765.23Providing and installing brass strainer in tubewell bore


24-08-a Rft m 1,790.77 436.59 133.07 5,875.24In 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 Rft m 1,837.09 449.62 137.04 6,027.21Providing and installing MS bail plug in tubewell bore


24-08-c Rft m 1,921.79 449.62 137.04 6,305.10Providing and installing MS bail plug in tubewell bore


24-08-d Rft m 2,118.42 479.38 146.12 6,950.18Providing and installing MS bail plug in tubewell bore


24-09-a-01 Rft m 363.72 632.56 192.80 1,193.30Providing and installing PVC strainer, in tubewell

borehole comp. BSS Class 'B' working pressure : 6" i/d







24-09-b-01 Rft m 452.95 632.56 192.80 1,486.07Providing and installing PVC strainer, in tubewell

borehole comp. BSS Class 'C' working pressure : 6" i/d





24-09-b-04 Rft m 1,174.02 948.84 289.21 3,851.77Providing and installing PVC strainer, in tubewell


24-09-c-01 Rft m 525.55 632.56 192.80 1,724.26Providing and installing PVC strainer, in tubewell

borehole comp. BSS Class 'D' working pressure : 6" i/d

24-09-c-02 Rft m 762.82 790.70 241.01 2,502.69Providing and installing PVC strainer, in tubewell


24-09-c-03 Rft m 1,051.14 843.42 257.07 3,448.61Providing and installing PVC strainer, in tubewell





:

24




LabourLabour

RemarksSpec.

No


24-09-c-04 Rft m 1,423.58 948.84 289.21 4,670.54Providing and installing PVC strainer, in tubewell


24-10-a-01 Each Each 532.27 210.80 210.80 532.27Providing 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 754.64 263.50 263.50 754.64Providing 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 1,028.49 263.50 263.50 1,028.49Providing 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 1,447.31 316.20 316.20 1,447.31Providing 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 704.92 210.80 210.80 704.92Providing 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 1,016.58 263.50 263.50 1,016.58Providing and installing PVC pipe with wooden bail plug

in tubewell BSS Class 'C' working pressure : 8" i/d : 2' long


in tubewell BSS Class 'C' working pressure : 10" i/d : 2'

long


in tubewell BSS Class 'C' working pressure : 12" i/d : 2'

long

24-10-c-01 Each Each 847.79 210.80 210.80 847.79Providing 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 1,260.66 263.50 263.50 1,260.66Providing and installing PVC pipe with wooden bail plug

in tubewell BSS Class 'D' working pressure : 8" i/d : 2' long


in tubewell BSS Class 'D' working pressure : 10" i/d : 2'

long


in tubewell BSS Class 'D' working pressure : 12" i/d : 2'

long

24-11-a Rft m 721.48 1,186.05 361.51 2,367.07Providing and installing MS blind pipe socket/welded

joint MS reducer in tubewell borehole : 6" i/d, 3/16" thick

24-11-b Rft m 899.49 1,383.73 421.76 2,951.08Providing and installing MS blind pipe socket/welded


24-11-c 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 Rft m 1,243.91 1,897.69 578.41 4,081.09Providing and installing MS blind pipe socket/welded


24-12-a-01 Rft m 500.76 1,106.98 337.41 1,642.91Providing and installing PVC blind pipe in tubewell with

strainer BSS Class 'B' working pressure : 6" i/d




:

24




LabourLabour

RemarksSpec.

No






24-12-a-04 Rft m 1,117.01 1,779.08 542.26 3,664.74Providing and installing PVC blind pipe in tubewell with


24-12-b-01 Rft m 592.50 1,120.16 341.43 1,943.90Providing and installing PVC blind pipe in tubewell with

strainer BSS Class 'C' working pressure : 6" i/d

24-12-b-02 Rft m 784.34 1,317.84 401.68 2,573.29Providing and installing PVC blind pipe in tubewell with


24-12-b-03 Rft m 1,033.23 1,449.62 441.84 3,389.87Providing and installing PVC blind pipe in tubewell with


24-12-b-04 Rft m 1,411.95 1,779.08 542.26 4,632.39Providing and installing PVC blind pipe in tubewell with


24-12-c-01 Rft m 665.10 1,120.16 341.43 2,182.09Providing and installing PVC blind pipe in tubewell with

strainer BSS Class 'D' working pressure : 6" i/d

24-12-c-02 Rft m 908.36 1,317.84 401.68 2,980.20Providing and installing PVC blind pipe in tubewell with


24-12-c-03 Rft m 1,222.29 1,449.62 441.84 4,010.15Providing and installing PVC blind pipe in tubewell with


24-12-c-04 Rft m 1,660.00 1,779.08 542.26 5,446.20Providing and installing PVC blind pipe in tubewell with


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 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 Rft m 368.93 98.84 30.13 1,210.39a) Pipes to be

supplied by Govt;

Providing and Laying cut, joint, test & disinfect, CI

pipeline in trenches, complete : 3" i/d

24-15-b Rft m 294.27 131.78 40.17 965.45b) Providing and

installing specials and

valves is not included

in the rate, which is

payable separately.

Providing and Laying cut, joint, test & disinfect, CI


24-15-c Rft m 834.65 197.68 60.25 2,738.36Providing and Laying cut, joint, test & disinfect, CI


24-15-d 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 Rft m 1,716.83 428.30 130.54 5,632.63Providing and Laying cut, joint, test & disinfect, CI





:

24




LabourLabour

RemarksSpec.

No


24-15-f Rft m 2,380.85 428.30 130.54 7,811.19Providing and Laying cut, joint, test & disinfect, CI


24-16-a-01 Rft m 431.41 125.19 38.16 1,415.38Providing and Laying cut, joint, test & disinfect GI pipe

line Using heavy quality GI Pipe : 4" Dia





24-16-b-01 Rft m 364.86 125.19 38.16 1,197.05Providing and Laying cut, joint, test & disinfect GI pipe

line Using medium quality GI Pipe : 4" Dia





24-16-c-01 Rft m 41.50 32.95 10.04 136.16Cost 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 Rft m 56.09 39.54 12.05 184.04Providing and Laying cut, joint, test & disinfect GI pipe

line Using light quality GI Pipe : 3/4" i/d


line Using light quality GI Pipe : 1" i/d


line Using light quality GI Pipe : 1.25" i/d









24-16-c-09 Rft m 340.66 125.19 38.16 1,117.65Providing and Laying cut, joint, test & disinfect GI pipe


24-17-a-01 Rft m 79.23 52.71 16.07 259.94Providing and




payable separately.

Providing and Laying cut, joint, test & disinfect AC pipe

line BSS Class 'B'working pressure : 3" i/d

24-17-a-02 Rft m 110.57 59.30 18.08 362.76Providing and Laying cut, joint, test & disinfect AC pipe





:

24




LabourLabour

RemarksSpec.

No






24-17-a-05 Rft m 427.75 141.63 43.17 1,403.40Providing and Laying cut, joint, test & disinfect AC pipe






24-17-a-08 Rft m 1,014.37 263.57 80.34 3,327.99Providing and Laying cut, joint, test & disinfect AC pipe








24-17-b-01 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-04 Rft m 330.19 118.61 36.15 1,083.31Providing and Laying cut, joint, test & disinfect AC pipe






24-17-b-07 Rft m 1,053.01 230.62 70.29 3,454.75Providing and Laying cut, joint, test & disinfect AC pipe










24-17-c-01 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




:

24




LabourLabour

RemarksSpec.

No






24-17-c-04 Rft m 468.53 129.07 39.34 1,537.16Providing and Laying cut, joint, test & disinfect AC pipe


24-17-c-05 Rft m 816.42 182.60 55.66 2,678.54Providing and Laying cut, joint, test & disinfect AC pipe


24-17-c-06 Rft m 1,162.51 215.12 65.57 3,813.99Providing and Laying cut, joint, test & disinfect AC pipe












24-18-a-01 Rft m 74.96 57.36 17.48 245.93a) Providing and




payable separately.

Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-a-02 Rft m 101.35 64.54 19.67 332.50b) 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


24-18-a-03 Rft m 191.76 93.22 28.41 629.14Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-a-04 Rft m 288.90 129.07 39.34 947.85Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-a-05 Rft m 438.98 164.92 50.27 1,440.23Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-a-06 Rft m 640.32 215.12 65.57 2,100.78Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-b-01 Rft m 52.27 57.36 17.48 171.50Providing and Laying cut, joint, test, disinfect PVC pipe

line BSS Class 'C'working pressure : 2.5" i/d






:

24




LabourLabour

RemarksSpec.

No






24-18-b-05 Rft m 422.00 129.07 39.34 1,384.53Providing and Laying cut, joint, test, disinfect PVC pipe






24-18-c-01 Rft m 35.16 45.89 13.99 115.36Providing and Laying cut, joint, test, disinfect PVC pipe

line BSS Class 'D' working pressure : 1.25" i/d




line BSS Class 'D' working pressure : 2" i/d







24-18-c-07 Rft m 352.09 93.22 28.41 1,155.14Providing and Laying cut, joint, test, disinfect PVC pipe






24-18-c-10 Rft m 1,183.31 215.12 65.57 3,882.23Providing and Laying cut, joint, test, disinfect PVC pipe


24-18-d-01 Rft m 28.68 49.43 15.07 94.09Providing and Laying cut, joint, test, disinfect PVC pipe

line BSS Class 'E' working pressure : 3/4" i/d

24-18-d-02 Rft m 27.92 27.10 8.26 91.61Providing and Laying cut, joint, test, disinfect PVC pipe

line BSS Class 'E' working pressure : 1" i/d




:

24




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


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,


24-21-c Each Each 4,783.40 911.40 911.40 4,783.40Providing and Fixing sluice valve, BSS quality/weight,


24-21-d Each Each 8,776.40 911.40 911.40 8,776.40Providing and Fixing sluice valve, BSS quality/weight,


24-21-e Each Each 12,642.00 1,147.00 1,147.00 12,642.00Providing and Fixing sluice valve, BSS quality/weight,


24-21-f Each Each 17,450.50 1,720.50 1,720.50 17,450.50Providing and Fixing sluice valve, BSS quality/weight,





:

24




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


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


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


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


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


24-23 Each Each 5,985.75 1,720.50 1,720.50 5,985.75a) Labour rates

include cost of


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 162.08 98.19 98.19 162.08Providing and installing PVC bends BSS Class 'B'working

pressure : 2" i/d


pressure : 3" i/d


pressure : 4" i/d


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


pressure : 10" i/d


pressure : 12" i/d




:

24




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


pressure : 3" i/d


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


pressure : 8" i/d


pressure : 10" i/d


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


pressure : 3" i/d


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


pressure : 8" i/d


pressure : 10" i/d


pressure : 12" i/d

24-27-a-01 Each Each 217.91 143.38 143.38 217.91Providing and installing PVC tees BSS Class 'B'working

pressure : 2" i/d


pressure : 3" i/d


pressure : 4" i/d

24-27-a-04 Each Each 1,293.71 315.42 315.42 1,293.71Providing and installing PVC tees BSS Class 'B'working

pressure : 6" i/d


pressure : 8" i/d


pressure : 10" i/d


pressure : 12" i/d




:

24




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


pressure : 3" i/d


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


pressure : 8" i/d


pressure : 10" i/d


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


pressure : 3" i/d


pressure : 4" i/d

24-27-c-04 Each Each 1,293.71 315.42 315.42 1,293.71Providing and installing PVC tees BSS Class 'D'working

pressure : 6" i/d


pressure : 8" i/d


pressure : 10" i/d


pressure : 12" i/d

24-28-a-01 Each Each 95.97 48.05 48.05 95.97Providing and installing PVC sockets BSS Class

'B'working pressure : 2" i/d





24-28-a-04 Each Each 1,296.33 564.28 564.28 1,296.33Providing and installing PVC sockets BSS Class











:

24




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-04 Each Each 1,032.06 100.36 100.36 1,032.06Providing and installing PVC sockets BSS Class








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-04 Each Each 1,205.09 100.36 100.36 1,205.09Providing and installing PVC sockets BSS Class








24-29-a-01 Each Each 176.06 98.19 98.19 176.06Providing and installing PVC Tapered core BSS Class

















:

24




LabourLabour

RemarksSpec.

No


24-29-b-01 Each Each 184.71 98.19 98.19 184.71Providing and installing PVC Tapered core BSS Class














24-29-c-01 Each Each 167.40 98.19 98.19 167.40Providing and installing PVC Tapered core BSS Class










24-29-c-06 Each Each 1,033.25 358.44 358.44 1,033.26Providing and installing PVC Tapered core BSS Class


24-29-c-07 Each Each 1,314.31 430.13 430.13 1,314.31Providing and installing PVC Tapered core BSS Class


24-30-a-01 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 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)


Din-8074/Din-8075/ISO-4427 incl testing & disinfect

complete (32mm dia)



complete (40mm dia)



complete (50mm dia)




:

24




LabourLabour

RemarksSpec.

No



Din-8074/Din-8075/ISO-4427 incl testing & disinfect

complete (75mm dia)



complete (110mm dia)

24-30-b-01 Each Each 56.19 34.41 34.41 56.19Providing and installing HDPE Socket 20mm dia







24-30-c-01 Each Each 135.27 114.70 114.70 135.27Providing and installing HDPE Tee 20mm dia





24-30-c-06 Each Each 2,646.50 172.05 172.05 2,646.50Providing and installing HDPE Tee 75mm dia

24-30-c-07 Each Each 3,107.39 229.40 229.40 3,107.39Providing 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-e-01 Each Each 109.11 40.15 40.15 109.11Providing and installing HDPE adaptor 20mm






24-30-e-07 Each Each 1,959.29 71.69 71.69 1,959.29Providing and installing HDPE adaptor 110mm

24-31-a 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 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 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 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 Rft m 1,884.46 688.38 209.82 6,182.60S/H/J G.I. Flanged Pipe 8" i/d 5mm thick




:

24




LabourLabour

RemarksSpec.

No


24-31-f 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 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 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 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 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 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 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 Rft m 902.18 458.92 139.88 2,959.90S/H/J MS Flanged Pipe 6" i/d 5mm thick

24-32-g Rft m 516.97 286.82 87.42 1,696.11 S/H/J MS Flanged Pipe 4" i/d 5mm thick

24-33 Sft m2 417.95 443.30 41.20 4,497.10Supplying and Fixing MS manhole cover of 0.25" thick

sheet & angle iron frame 2"x2"x0.25" with lock complete

24-34 Rft m 459.64 78.14 23.82 1,508.00Supplying 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 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


24-39-c Each Each 1,057.50 573.50 573.50 1,057.50Supplying and Fixing MS Suspension Clamp 3/8" thick


24-39-d Each Each 707.10 344.10 344.10 707.10Supplying and Fixing MS Suspension Clamp 3/8" thick





:

24




LabourLabour

RemarksSpec.

No


24-39-e Each Each 471.40 229.40 229.40 471.40Supplying and Fixing MS Suspension Clamp 3/8" thick


24-39-f Each Each 353.55 172.05 172.05 353.55Supplying and Fixing MS Suspension Clamp 3/8" thick


24-39-g Each Each 296.20 114.70 114.70 296.20Supplying and Fixing MS Suspension Clamp 3/8" thick


24-40 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 Rft m 118.01 125.18 38.15 387.19Providing and lowering pezu meter 1.25" GI pipe including

all accessories.

24-44 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



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



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



24-46 Rft m 5,504.88 1,116.29 340.24 18,060.62Testing of soil for bearing capacity & chemical contents

upto any depth.



IRON WORKChapter #

:

25




LabourLabour

RemarksSpec.

No


25-01 Rft m 8.58 28.15 8.58 28.15Laying, linking and packing tramway line

25-02 Rft m 2.84 9.32 2.84 9.32Dismantling tramway track

25-03 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 106,892.00 27,032.00 27,032.00 106,892.00Small iron work, such as gusset plates, knees, bends,

stirrups, straps, rings etc excluding erection

25-10 tonne tonne 97,840.00 17,980.00 17,980.00 97,840.00Fabrication 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 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 120.94 61.85 61.85 120.94Making 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 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 Sft m2 26.41 268.80 24.98 284.15Hoop iron netted trellis work fixed with nails



IRON WORKChapter #

:

25




LabourLabour

RemarksSpec.

No


25-29 Sft m2 12.11 124.58 11.58 130.30Fixing zinc, iron or GI sheet on table tops

25-30 Sft m2 412.11 2,356.00 218.96 4,434.30Making and fixing steel grated doors, complete with

locking arrangements & angle iron frame

25-31 Sft m2 549.98 2,314.15 215.07 5,917.73Making and fixing steel grated door, with 1/16" thick

sheeting, including angle iron frame & lock

25-32 Sft m2 126.31 633.82 58.91 1,359.07Making and fixing grating in opening, including fixing at

site with flat iron 2"x3/8" and 3/4" sq. bars

25-33 Sft m2 221.14 426.68 39.65 2,379.47Providing 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 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 Sft m2 171.49 181.86 16.90 1,845.23Providing and Fixing 24 SWG GI sheet rolling shutter of

steel frame of MS channel 2"x1.25"x1/8" complete

25-36 Rft m 150.65 61.80 18.84 494.25Providing and Fixing MS angle iron 1«"x1«"x1/4" edge

protector nozing of steps of stairs, complete

25-37 Rft m 302.55 220.77 67.29 992.63Providing 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 Sft m2 110.60 505.20 46.95 1,190.05Providing and Fixing GI wire gauze 24 SWG, 12x12

meshes per sq.in., fixed to steel windows or doors etc

25-39-a-01 Sft m2 354.80 156.83 14.58 3,817.68Providing and Fixing steel windows with openable glazed

panels Without wire guaze : Glass pane 2mm thick


panels Without wire gauze : Glass pane 2.5mm thick


panels Without wire gauze : Glass pane 3mm thick





25-39-b-01 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 2mm


panels With 22 SWG wire gauze : Glass pane 2.5mm







25-40 Sft m2 505.70 2,836.31 263.60 5,441.35Supply and Fixing iron grating for fire place



IRON WORKChapter #

:

25




LabourLabour

RemarksSpec.

No


25-41 Rft m 777.40 503.65 153.51 2,550.52Providing 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 Rft m 97.30 97.21 29.63 319.23Providing 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 Rft m 110.06 104.34 31.80 361.10Providing and Fixing barbed wire fencing on compound

wall of 1.5"x1.5"x3/16" angle iron post 3' long, 4' apart

25-46 Sft m2 340.89 620.20 57.64 3,668.00Supplying and Fixing 18SWG Steel Almirah, 12" max

depth including box shelves, back, shelves, lock, spray

paint complete

25-47-a Sft m2 244.24 693.90 64.49 2,628.03Supplying 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 Sft m2 375.15 1,074.77 99.89 4,036.66Supplying and Fixing 18 SWG MS Sheet Gate with angle

iron frame (2"x2"x3/16") with side window, lock, painting

etc



MISCELLANEOUSChapter #

:

26




LabourLabour

RemarksSpec.

No


26-01 Each Each 316.26 43.40 43.40 316.26Supplying 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 425.61 139.50 139.50 425.61Supply & fix boundry pillars in position, including digging

pits

26-06 Each Each 315.91 83.70 83.70 315.91Composite 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 Rft m 44.89 147.29 44.89 147.29Boring and fixing 1.5" dia pressure pipe in ordinary soil

26-07-b Rft m 83.17 272.87 83.17 272.87Boring and fixing 1.5 dia pressure pipe in clay

26-07-c Rft m 121.45 398.45 121.45 398.45Boring and fixing 1.5" dia pressure pipe in shingle

26-08 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 Rft m 137.53 14.47 4.41 451.22Providing and Fixing barbed wire fencing with 4 horizontal

& 2 cross wires : Without PCC base

26-16-b Rft m 139.38 14.47 4.41 457.28Providing 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 5,582.40 539.82 5,016.90 600.67Making 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.
