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M RKET R TES SYST(MRS) BI-ANNUAL PERIOD

(1ST

February, 2016 TO 31ST

July, 2

GOVERNMENT OF THE PUN

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TABLE OF CONTENTSS.No. Chapter

01. Carriage

02. Loading, Unloading & Stacking 03. Earthwork (Excavation & Embankment)

04. Dismantling (Demolition)

05. Mortar.

06. Concrete

07. Brickwork

08. Stone Masonry

09. Roofing

10. Flooring.

11. Surface Rendering

12. Wood Work

13. Painting & Varnishing. 14. Lining of Canals

15. Sheet Piling

16. Protection & Diversion Work

17. Outlets

18. Road & Road Structure

19. Plumbing, Sanitary Installation & Gas Fittings

20. Surface Drainage.

21 Sewerage

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Chap-1 (Carriage) Page 3

1 CARRIAGE

Note: 1 The rates are applicable to carriage of material on pacca roads only.

For kacha roads an allowance of 25% extra shall be allowed for 2nd and subsequent mileage (Km) rates. Rate

upto 1st mile (1st Km) is however common to both kacha and pacca roads.

Note: 2 For hil ly areas 25% above the rates in the plain areas shall be allowed for total mileage (Km) covered.

Note: 3 In case of articles longer than 15 ft. (4.6 m) carried in trucks, the following rates shall be allowed:-

i) Above 15 ft. to 25 ft. (4.6 to 7.6 m) :- Total rates to be paid for 15 ft. to 25 ft. (4.6 to 7.6 m) length wil l be 1.5 times of the

rate given in the Composite Schedule of Rates.

ii) Above 25 ft. (7.6 m) :- The total rate to be paid for above 25 ft. (7.6 m) length will be 2 times of the rate given in the

Composite Schedule of Rates.

The length measured shall not be the actual length, but the length of the form of consignment as actually

received.

Note: 4 The term 'mile' (Km) whenever used is to mean statute mile (Km).

Note: 5 The rates include loading and unloading of material from the conveyance and stacking as directed.

Note: 6 The rates for carriage by boat or steamer shall be the same as by any other mechanical means on land.

Sr. Descr iption Rate (British System) Rate (Metr ic System) Spec. Remarks

No. Unit of Unit of No.

M/ment Labour Composite M /ment L abour Composi te

1 Carriage of 100 Cft. (2.83 cu.m) of all materials like stone 16.1

aggregate, spawl, kankar li me (unslaked), surkhi , etc. or

150 Cft. (4.25 cu.m) of timber, by truck or by any other

means owned by the contractor.

1st chain (1st 30 m) Chain 129.25 30M 129.25

2nd chain (2nd 30 m) " 23.80 30M 23.80

3rd to 10th chain (60 to 300 m) " 14.80 30M 14.80

1000 to 3000 ft. (300 to 900 m) 1000 ft. 145.25 300 Metre 145.25

1st Km Km 172.20

2nd Km Km 79.45

3rd Km Km 58.95

4th Km Km 39.55

5th Km Km 36.30

6th Km Km 35.55

7th Km Km 32.65

8th Km Km 32.25

9th Km Km 29.85

10th Km Km 27.40

11th Kms to 200Kms Km 19.65

201 Kms to 250 Kms Km 3.25251 Kms & susequent Kms Km 2.00

MRS, BI-ANNUAL PERIOD (1st FEBRUARY, 2016 TO 31st JULY, 2016) DISTRICT LAHORE

Add 20% extra for the item "Recouping

of Reserve Stock of stone for Flood

Protection Work in Irrigation

Department".

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2 Carriage of 5 tons of all material like coal, stone lime 16.1 Cement carried in containers other

(unslaked), etc. B.G. Rail fastenings, points and crossing, than bags will be paid according to

Bridge Girders, pipes, sheets, Rail, M.S. bars, etc. etc. this item. The word "pipes" covers

by truck or any other means owned by the contractor. G.I,C.I,R.C.C. and P.C.C.

1st chain (1st 30 m) Chain 129.25 30M 129.25

2nd chain (2nd 30 m) " 23.80 30M 23.80

3rd to 10th chain (60 to 300 m) " 14.80 30M 14.80

1000 to 3000 ft. (300 to 900 m) 1000 Ft. 145.25 300M 145.25

1st Km Km 172.20

2nd Km Km 79.45

3rd Km Km 58.95

4th Km Km 39.55 il il .

5th Km Km 36.30n mile .


7th Km Km 32.65 il .



10th Km Km 27.40.

11th Kms to 200Kms Km 19.65

201 Kms to 250 Kms Km 3.25

251 Kms & susequent Kms Km 2.00

3 Carriage of 100 maunds of fuel wood by truck 16.1

or any other means owned by the contractor:

1st chain (1st 30 m) Chain 129.25 30 M 129.25

2nd chain (2nd 30 m) " 23.80 30 M 23.80

3rd to 10th chain (60 to 300 m) " 14.80 30 M 14.80

1000 to 3000 ft. (300 to 900 m) 1000 ft 145.25 300 M 145.25

1st Km Km 172.202nd Km Km 79.45

3rd Km Km 58.95

4th Km Km 39.55

1st mile Mile 277.10

5th Km Km 36.30

2nd mile " 63.20

6th Km Km 35.55

3rd mile " 56.60

7th Km Km 32.65

4th mile " 51.05

8th Km Km 32.25

5th mile " 46.65

9th Km Km 29.85

6th mile " 42.95

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10th Km Km 27.40

7th mi le and subsequent mi les " 26.30

11th & subsequent Kms Km 19.65

4 Carriage of 1000 Nos. bricks 10"x5"x3" (250x125x75 mm) ditto Reduce the rate by 33% in case of

or 1000 Nos. tiles 12"x6"x2" (300x150x50 mm) by truck or carriage of 1000 Nos. tiles sizeany other means owned by the contractor :- 12"x6"x1¼" (300 x 150 x 30 mm).


2nd chain (2nd 30 m) " 23.80 30 M 23.80


1000 to 3000 ft. (300 to 900 m) 1000 Ft 145.25 300 M 145.25

1st Km Km 172.20

2nd Km Km 79.45

3rd Km Km 58.95

4th Km Km 39.55


5th Km Km 36.30

2nd mile " 63.20

6th Km Km 35.55

3rd mile " 56.607th Km Km 32.65

4th mile " 51.05

8th Km Km 32.25

5th mile " 46.65

9th Km Km 29.85

6th mile " 42.95

10th Km Km 27.40

7th mi le and subsequent mi les " 26.30

11th & subsequent Kms Km 19.655 Carriage of 100 cft. (2.83 cu.m) of all material like stone, 16.1 Material trolly to be supplied by the

aggregate, spawl, kankar lime(unslaked), surkhi, etc. or Government and maintained and run150 cft. (4.25 cu.m) of timber, by means of material trolly. by the contractor.

1st chain (1st 30 m) Chain 129.25 30 M 129.252nd chain to 10th chain (2nd 30 m to 300 m) " 23.80 30 M 23.801000 to 3000 ft. (300 to 900 m) 1000 Ft. 145.25 300 M 145.251st Km Km 141.202nd Km Km 105.203rd Km Km 53.454th Km Km 40.65 il il .5th Km Km 35.35 il .6th Km Km 33.85 il .7th Km Km 28.25 8th Km Km 27.90 9th Km Km 25.80 il10th Km Km 23.70 il il11th Kms to 200Kms Km 18.65

ms o ms m .

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251 Kms & susequent Kms Km 2.006 Carriage of 5 tons of all material like coal, stone lime 16.1 Material trolly to be supplied by the

(unslaked), etc. B.G. Rail fastening, points and crossing, Government and maintained and runBridge girders, pipes, sheets, Rail, M.S. bars, etc. etc. by by the contractor.means of material trolly.

1st chain (1st 30 m) Chain 129.25 30 M 129.252nd chain (2nd 30 m) " 23.80 30 M 23.801000 to 3000 ft. (300 to 900 m) 0/00 Ft. 145.25 300 M 145.251st Km Km 141.202nd Km Km 105.203rd Km Km 53.454th Km Km 40.65 5th Km Km 35.35 6th Km Km 33.85 il il7th Km Km 28.25 il8th Km Km 27.90 9th Km Km 25.80 10th Km Km 23.70

11th Kms to 200Kms Km 18.65201 Kms to 250 Kms Km 3.25251 Kms & susequent Kms Km 2.00

7 Carriage of 100 maunds of fuel wood, by means of ditto Material trolly to be suppliedmaterial trolly. by the Government and

1st chain (1st 30 m) Chain 129.25 30 M 129.25 maintained and run by the2nd chain (2nd 30 m) " 23.8 30 M 23.80 contractor.1000 to 3000 ft. (300 to 900 m) 1000 Ft 145.25 300 M 145.251st Km Km 141.202nd Km Km 105.203rd Km Km 53.454th Km Km 40.651st mile Mile 227.255th Km Km 35.352nd mile " 75.856th Km Km 33.853rd mile subsequent miles " 63.957th Km Km 28.254th mile 51.058th Km Km 27.905th mile 46.659th Km Km 25.806th mile 42.9510th Km Km 23.707th mile and subsequent mil es 26.30

11th & subsequent Kms Km 18.65

8 Carriage of 1000 Nos. tiles 12"x6"x2" (300x150x50 mm), ditto Material trolly to be supplied by the

by means of material trolly. Government and maintained and run

1st chain (1st 30 m) Chain 129.25 30 M 129.25 by the contractor.

2nd chain (2nd 30 m) " 23.80 30 M 23.80

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1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 145.25 300 M 145.25

1st Km Km 141.20

2nd Km Km 105.20 16.1

3rd Km Km 53.45

4th Km Km 40.65


5th Km Km 35.35

2nd mile " 75.85

6th Km Km 33.85

3rd mile subsequent miles " 63.95

7th Km Km 28.25

4th mile 51.05

8th. Km 27.90

5th mile 46.65

9th Km Km 25.80

6th mile 42.95

10th Km Km 23.70

7th mile and subsequent mil es 26.30

11th & subsequent Kms Km 18.659 Carriage of 1000 No. bricks, 9"x4½"x3" ditto

(225x113x75 mm) or 8"x4"x4" (200x100x100

mm) (nominal)


2nd chain (2nd 30 m) " 22.35 30 M 22.35


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 118.92 300 M 118.92

1st Km Km 141.15

2nd Km Km 65.00

3rd Km Km 48.25

4th Km Km 32.65


5th Km Km 30.65

2nd mile " 51.806th Km Km 29.853rd mile " 47.907th Km Km 26.754th mile " 41.858th Km Km 26.405th mile " 38.209th Km Km 24.456th mile " 35.2010th Km Km 22.457th mile and subsequent miles " 21.6011th & subsequent Kms Km 16.00

10 Carriage of 1000 No. tiles 9"x4½"x1½" 16.1(225x113x38 mm).


2nd chain (2nd 30 m) " 11.76 30 M 11.76 16.1

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3rd to 10th chain (60 to 300 m) " 7.26 30 M 7.261000 to 3000 ft. (300 to 900 m) 0/00 Ft. 71.84 300 M 71.841st Km Km 85.202nd Km Km 39.353rd Km Km 29.20

4th Km Km 19.551st mile Mile 137.105th Km Km 17.852nd mile " 31.306th Km Km 17.503rd mile " 27.807th Km Km 16.154th mile " 25.258th Km Km 15.955th mile " 23.059th Km Km 14.756th mile " 21.2510th Km Km 13.607th mile and subsequent miles " 13.0011th & subsequent Kms Km 9.70

11 Carriage of 1 Cwt. (50 Kg) cement in bags. ditto

1st chain (1st 30 m) Chain 2.44 30 M 2.442nd chain (2nd 30 m) " 0.29 30 M 0.293rd to 10th chain (60 to 300 m) " 0.14 30 M 0.14

1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 1.43 300 M 1.43

1st Km Km 2.101st mile Mile 3.402nd Km Km 1.402nd mile " 1.003rd Km Km 0.603rd mile subsequent miles " 0.50

4th Km and subsequent kilometers. Km 0.35

12 Carriage of 100 Nos. empty cement bags including 16.1

bundling.

1st 1000 (300 m) ft. 0/00 Ft. 35.63 300 M 35.63

1000 to 3000 (300 to 900 m) ft. " 4.44 300 M 4.44

1st Km Km 5.20

1st mile Mile 8.35

2nd Km Km 4.55

2nd mile to 6th mile Mile 1.95

3rd Km Km 2.15

7th mile and subsequent miles " 3.20

4th Km & subsequent Kms Km 1.8013 Carriage of 100 (2.83 cu.m) cft. of Sarkanda or pilchi, frash ditto Previous lead of collection not

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or brushwood, by boat or road :- to be deducted from the next

lead of carri age.


2nd chain (2nd 30 m) " 23.80 30 M 23.80


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 59.67 300 M 59.67

1st Km Km 79.20


2nd Km Km 39.35

2nd mile " 88.35

3rd Km Km 29.20

3rd mile " 73.55

4th Km Km 19.55

4th mile " 53.65

5th Km Km 17.85

5th mile " 44.30

6th Km Km 17.50

6th mile 35.20

7th Km Km 16.15

7th mile and subsequent miles 21.60

8th Km Km 15.95

9th Km Km 14.75

10th Km Km 13.60

11th Km & subsequent Km 9.70

14 Carriage of l ight machinery weighing upto 3 tonne Ton Tonne ditto

upto 1000 ft. (300 metre) 0/00 ft. 431.74 300 M 431.74

Exceeding 1000 to 5000 ft (300 to 1500metre) 1000 ft. 104.61 " 104.61

1st Km Km 169.401st mile Mile 272.60

2nd Km Km 77.70

2nd mile " 49.95

3rd Km Km 51.30

3rd mile " 47.00

4th Km Km 32.05

4th mile " 37.60

5th Km Km 30.00

5th mile " 37.95

6th Km Km 28.75

6th mile " 29.20

7th Km Km 24.70

7th mile and subsequent miles " 20.558th Km Km 24.25

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9th Km Km 23.50

10th Km Km 18.40

11th Km & susequent Km 14.80

15 Carriage of small consignments weighing upto 5 maunds 16.1 For consignment weighing 5 to 10

(job rates) : maunds, rate be increased by 25%;

and for consignments weighing 10

Consig- to 20 maunds, rate be increased by

Upto 1000 ft. (300 metre) ment/ 35.06 Consign- 35.06 100%.

1000 ft. ment/

Exceeding 1000 to 3000 ft. (300 to 900 1000 ft. 24.04 300 M 24.04

metre)

1st Km Consign- 26.50

1st mile Consign- 42.65 ment/ Km

2nd Km ment/Mile 16.25

2nd mile and subsequent miles " 7.75 "

3rd Km & subsequent " 5.15

16 Carriage of consignments job.

i) Cooly load for distance:-

Each Each

a) Upto 5 Km Consignment 52.80 Consignmen 52.80

b) Above 5 to 13 Km " 110.45 " 110.45

ii ) Carriage of consignments odd jobs. Each Each

a) Donkey load for distance upto 500 feet. Consignment 10.85 Consignmen 10.85

b) Upto 1000 feet. " 16.45 " 16.45

c) Upto ½ Mile/ 0.8 Km " 20.80 " 20.80

d) Upto one Mile/ 1.6 Km " 26.00 " 26.00

e) Upto three Miles/ 4.8 Km " 45.95 " 45.95

f) Exceeding 3 Miles/ 16 km " 82.25 " 82.25

Each Each

ii i) Cart load for a distance :- Consign- Consig-

ment nment

a) upto 4 Miles/ 6.4 Km " 89.85 " 89.85

b) Exceeding 4 Miles(6.4 Km) to10 Miles(16 Km) " 163.55 " 163.55

iv) Camel load for a distance:-

a) upto 4 Miles/ 6.4 Km.) " 66.45 " 66.45

b) exceeding 4 to 12 mills (6.4 Km to 19.2 Km) " 100.75 " 100.75

17 Hire charges of:- 1. This item will be allowed with

prior concurrence of Superintendingi) truck (10 Ton Capacity) Per 3000.00 Per 3000.00 Engineer.

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day day 2. The rate includes pay of driver

ii) tractor with trolly " 4392.00 " 1000.00 and cleaner only. The repairs shall

be the responsibility of the owner

iii) tractor without trolly " 4392.00 " 800.00 and the cost of lubrication, fuel,

loading and unloading shall be paid

by the borrower.

18 Carriage of bitumen, tar or other lubricants, in drums: 16.1

1st Km Per 28.25

1st mile Per 45.45 Tonne

2nd Km Ton " 18.90

2nd mile " 7.35

3rd & subsequent Km " " 7.30

3rd mile 11.75

19 Carriage of Asbestos cement pipes BSS Class 'B" wi th

comet joint and rubber ring, including loading, unloading

and stacking (rate per 100 Rft. (30 m pipes):-

i ) 3" (75 mm) i/d pipes:-


2nd chain (2nd 30 m) " 0.95 30 M 0.95


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 5.75 300 M 5.75

1st Km Km 6.80

2nd Km Km 3.10

3rd Km Km 2.30

1st mile Mile 10.95

4th Km Km 1.55

2nd mile " 2.50

5th Km Km 1.40

3rd mile " 2.25

6th Km Km 1.35

4th mile " 2.00

7th Km Km 1.25

5th mile " 1.85

8th Km Km 1.20

6th mile " 1.70

9th Km Km 1.15


10th Km Km 1.05

11th Km & Susequent Km 1.00

ii ) 4" (100 mm) i/d pi pes:-


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2nd chain (2nd 30 m) " 1.25 30 M 1.25


1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 7.50 300 M 7.50

1st Km Km 8.90

1st mile Mile 14.35

2nd Km Km 4.05

2nd mile " 3.25

3rd Km Km 3.00

3rd mile " 2.95

4th Km Km 2.00

4th mile " 2.65

5th Km Km 1.85

5th mile " 2.40

6th Km Km 1.75

6th mile " 2.20

7th Km Km 1.65


8th Km Km 1.609th Km Km 1.50

10th Km Km 1.35

11th Km & subsequent Km Km 1.30

iii) 6" (150 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 1.85 30 M 1.85


1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 11.25 300 M 11.25

1st Km Km 13.35

2nd Km Km 6.15

3rd Km Km 4.55

1st mile Mile 21.50

4th Km Km 3.052nd mile " 4.90

5th Km Km 2.80

3rd mile " 4.406th Km Km 2.754th mile " 3.957th Km Km 2.505th mile " 3.608th Km Km 2.406th mile " 3.359th Km Km 2.307th mile and subsequent miles " 2.0510th Km Km 2.1011th Km & subsequent Km Km 1.75

iv) 8" (200 mm) i/d pipes:

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1st chain (1st 30 m) Chain 16.95 30 M 16.952nd chain (2nd 30 m) " 3.10 30 M 3.103rd to 10th chain (60 to 300 m) " 1.95 30 M 1.951000 to 3000 ft. (300 to 900 m) 0/00 Ft. 19.05 300 M 19.05

1st Km Km 22.602nd Km Km 10.653rd Km Km 7.851st mile Mile 36.354th Km Km 5.252nd mile " 8.305th Km Km 4.803rd mile " 7.456th Km Km 4.704th mile " 6.707th Km Km 4.305th mile " 6.108th Km Km 4.156th mile " 5.659th Km Km 3.75

7th mile and subsequent miles " 3.4510th Km Km 2.4511th Km & subsequent Km Km 1.70

v) 10" (250 mm) i/d pipes:-1st chain (1st 30 m) Chain 22.8 30 M 22.82nd chain (2nd 30 m) " 4.20 30 M 4.203rd to 10th chain (60 to 300 m) " 2.60 30 M 2.601000 to 3000 ft. (300 to 900 m) 0/00 Ft. 25.60 300 M 25.601st Km Km 30.352nd Km Km 13.903rd Km Km 10.301st mile Mile 48.854th Km Km 6.852nd mile " 11.15

5th Km Km 6.303rd mile " 10.00

6th Km Km 6.15

4th mile Mile 9.00

7th Km Km 5.90

5th mile " 8.25

8th Km Km 5.80

6th mile " 7.55

9th Km Km 5.40


10th Km Km 4.95

11th Km & subsequent Kms Km 3.50

vi) 12" (300 mm) i/d pipes:

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2nd chain (2nd 30 m) " 5.45 30 M 5.45


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 33.30 300 M 33.30

1st Km Km 39.50

2nd Km Km 19.10

3rd Km Km 13.75

4th Km Km 8.95

1st mile Mile 63.55

5th Km Km 8.20

2nd mile " 14.50

6th Km Km 8.00

3rd mile " 13.00

7th Km Km 7.35

4th mile " 11.70

8th Km Km 7.25

5th mile " 10.70

9th Km Km 6.70

6th mile " 9.85

10th Km Km 6.157th mile and subsequent miles " 6.05


vii) 16" (400 mm) i/d pipes:-


2nd chain (2nd 30 m) " 8.95 30 M 8.95


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 54.60 300 M 54.60

1st Km Km 64.702nd Km Km 30.10

3rd Km Km 22.10


4th Km Km 14.85

2nd mile " 23.755th Km Km 13.65

3rd mile " 21.30

6th Km Km 13.35

4th mile " 19.20

7th Km Km 12.25

5th mile " 17.55

8th Km Km 12.10

6th mile " 16.15

9th Km Km 11.20


10th Km Km 10.30


viii) 18" (450 mm) i/d pipes:-

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2nd chain (2nd 30 m) " 11.50 30 M 11.50

3rd to 10th chain (60 to 300 m) " 7.15 30 M 7.151000 to 3000 ft. (300 to 900 m) 0/00 Ft. 70.20 300 M 70.20

1st Km Km 83.20

2nd Km Km 38.403rd Km Km 28.45


4th Km Km 19.10

2nd mile " 30.50

5th Km Km 17.55

3rd mile " 27.35

6th Km Km 17.20

4th mile " 24.65

7th Km Km 15.80

5th mile " 22.55

8th Km Km 15.60

6th mile " 20.75

9th Km Km 14.45



ix) 20" (500 mm) i/d pipes:-


2nd chain (2nd 30 m) " 12.20 30 M 12.20


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 74.50 300 M 74.50

1st Km Km 88.30

2nd Km Km 40.75

3rd Km Km 30.20


4th Km Km 20.30

2nd mile " 32.405th Km Km 18.60

3rd mile " 29.05

6th Km Km 18.25

4th mile " 26.15

7th Km Km 16.75

5th mile " 23.95

8th Km Km 16.50

6th mile " 22.00

9th Km Km 15.30


10th Km Km 14.05


x) 24" (600 mm) i/d pipes:-

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2nd chain (2nd 30 m) " 13.50 30 M 13.50


1000 to 5000 ft. (300 to 1500 m) 0/00 Ft. 82.55 300 M 82.55

1st Km Km 97.85

2nd Km Km 45.103rd Km Km 33.45


4th Km Km 22.95

2nd mile " 35.90

5th Km Km 20.55

3rd mile " 32.15

6th Km Km 20.15

4th mile Mile 29.00

7th Km Km 18.50

5th mile " 26.50

8th Km Km 18.25

6th mile " 24.40

9th Km Km 16.90



20 Carriage of PVC pipes B.S.S. Class 'B' including loading,

unloading and stacking (Rate per 1000 ft.) (300 metre) :-

i) 3" (75 mm) i/d pipes:-


2nd chain (2nd 30 m) " 1.85 30 M 1.85


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 11.25 300 M 11.25

1st Km Km 13.35

2nd Km Km 6.15

3rd Km Km 4.551st mile Mile 21.45

4th Km Km 3.05

2nd mile " 4.90

5th Km Km 2.80

3rd mile " 4.40

6th Km Km. 2.75

4th mile " 3.95

7th Km Km 2.50

5th mile Mile 3.60

8th Km Km 2.45

6th mile " 3.30

9th Km Km 2.25


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10th Km Km 2.10


ii ) 4" (100 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 2.85 30 M 2.853rd to 10th chain (60 to 300 m) " 1.75 30 M 1.75

1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 17.30 300 M 17.30

1st Km Km 20.55

2nd Km Km 9.65

3rd Km Km 7.05

1st mile Mile 33.05

4th Km Km 4.65

2nd mile " 7.55

5th Km Km 4.25

3rd mile " 6.75

6th Km Km 4.15

4th mile " 6.10

7th Km Km 3.80

5th mile " 5.558th Km Km 3.75

6th mile " 5.10

9th Km Km 3.45


10th Km Km 3.20


iii) 5" (125 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 3.85 " 3.85

3rd to 10th chain (60 to 300 m) " 2.40 " 2.40

1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 23.65 300 M 23.65

1st Km Km 28.00

2nd Km " 13.053rd Km " 9.75

1st mile Mile 45.05

4th Km " 6.60

2nd mile " 10.30

5th Km Km. 5.85

3rd mile " 9.20

6th Km " 5.70

4th mile Mile 8.30

7th Km " 5.25

5th mile " 7.60

8th Km 5.20

6th mile " 7.00

9th Km 4.80

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10th Km 4.40

11th Km & subsequent Kms 3.20

iv) 6" (150 mm) i/d pi pes:

1st chain (1st 30 m) Chain 29.00 30 M 29.002nd chain (2nd 30 m) " 5.35 30 M 5.35


1000 to 3000 ft. (300 to 300 m) 0/00 Ft. 32.55 300 M 32.55

1st Km. Km. 38.60

2nd Km Km. 17.80

3rd Km Km. 13.20

1st mile Mile 62.15

4th Km Km. 8.85

2nd mile " 14.15

5th Km Km. 8.15

3rd mile " 12.70

6th Km Km. 8.00

4th mile " 11.45

7th Km Km. 7.355th mile " 10.45

8th Km Km. 7.25

6th mile " 9.65

9th Km Km. 6.70


10th Km Km. 6.15

11th Km & subsequent Kms Km. 4.40

v) 8" (200 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 9.35 30 M 9.35


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 57.10 300 M 57.10


3rd Km Km 23.20


4th Km Km 15.55

2nd mile " 24.85

5th Km Km 14.30

3rd mile Mile 22.25

6th Km Km 14.00

4th mile " 20.05

7th Km Km 12.85

5th mile " 18.35

8th Km Km 12.656th mile " 16.90

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9th Km Km 11.75


10th Km Km 10.75


vi) 10" (250 mm) i/d pipes:-


2nd chain (2nd 30 m) " 14.50 30 M 14.50


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 88.60 300 M 88.60

1st Km Km 105.00

2nd Km Km 48.45

3rd Km Km 35.95


4th Km Km 24.15

2nd mile " 38.55

5th Km Km 22.10

3rd mile " 34.50

6th Km Km 21.65

4th mile " 31.10

7th Km Km 19.90

5th mile " 28.45

8th Km Km 19.65

6th mile " 26.20

9th Km Km 18.20


10th Km Km 16.70


vii) 12" (300 mm) i/d pipes:-


2nd chain (2nd 30 m) " 20.45 30 M 20.45


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 124.70 300 M 124.701st Km Km 147.80

2nd Km Km 68.20

3rd Km Km 50.60


4th Km Km 33.95

2nd mile Mile 54.25

5th Km Km 31.15

3rd mile " 48.60

6th Km Km 30.55

4th mile " 43.80

7th Km Km 28.05

5th mile " 40.058th Km Km 27.65

6th mile " 36.85

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9th Km Km 25.65


10th Km Km 23.50


viii) 14" (350 mm) i/d pipes:-


2nd chain (2nd 30 m) " 26.60 30 M 26.60


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 162.30 300 M 162.30

1st Km Km 192.40

2nd Km Km 88.75

3rd Km Km 65.85


4th Km Km 44.20

2nd mile " 70.60

5th Km Km 40.55

3rd mile " 63.25

6th Km Km 39.70

4th mile Mile 57.007th Km Km 36.45

5th mile " 52.15

8th Km Km 36.00

6th mile " 48.00

9th Km Km 33.35


10th Km Km 30.65


21 Carriage of PVC pipes B.S.S. Class 'D' including loading,

unloading and stacking (Rates per 1000 ft.):-

i) 2" (50 mm) i/d pipes:-


2nd chain (2nd 30 m) " 1.35 30 M 1.35


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 8.20 300 M 8.20

1st Km Km 9.75

2nd Km Km 4.50

3rd Km Km 3.35

1st mile Mile 15.70

4th Km Km 2.25

2nd mile " 3.60

5th Km Km 2.05

3rd mile " 3.20

6th Km Km 2.00

4th mile " 2.90

7th Km Km 1.85

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5th mile " 2.65

8th Km Km 1.80

6th mile " 2.45

9th Km Km 1.70


10Km Km 1.5511th Km & subsequent Kms Km 1.15

ii ) 2½" (63 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 2.10 30 M 2.10

3rd to 10th chain (60 to 300 m) " 1.30 30 M 1.301000 to 3000 ft. (300 to 900 m) 0/00 Ft. 12.80 300 M 12.80


3rd Km Km 5.20

1st mile Mile 24.40

4th Km Km 3.50

2nd mile " 5.55

5th Km Km 3.25

3rd mile " 5.00

6th Km Km 3.20

4th mile " 4.50

7th Km Km 2.90

5th mile " 4.10

8th Km Km 2.70

6th mile " 3.80

9th Km Km 2.55


10Km Km 2.35


iii) 3" (75 mm) i/d pipes:-



1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 17.70 300 M 17.70

1st Km Km 21.00

2nd Km Km 9.70

3rd Km Km 7.20

1st mile Mile 33.80

4th Km Km 4.85

2nd mile " 7.70

5th Km Km 4.45

3rd mile " 6.90

6th Km Km 4.35

4th mile " 6.25

7th Km Km 4.00 i l il .

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8th Km Km 3.95

6th mile " 5.25

9th Km Km 3.55


10th Km Km 3.25

11th Km & subsequent Kms Km 2.45iv) 4" (100 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 4.80 30 M 4.80


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 29.35 300 M 29.35

1st Km Km 34.75

2nd Km Km 16.05

3rd Km Km 11.90

1st mile Mile 55.95

4th Km Km 8.00

2nd mile " 12.75

5th Km Km 7.35

3rd mile " 11.45

6th Km Km 7.20

4th mile " 10.30

7th Km Km 6.65

5th mile " 9.40

8th Km Km 6.45

6th mile " 8.65

9th Km Km 6.00


10th Km Km 5.45


v) 5" (125 mm) i/d pi pes:-



1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 43.85 300 M 43.85

1st Km Km 51.95

2nd Km Km 24.00

3rd Km Km 17.75

1st mile Mile 83.60

4th Km Km 11.95

2nd mile " 19.05

5th Km Km 10.95

3rd mile " 17.10

6th Km Km 10.75

4th mile " 15.40

7th Km Km 9.85

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5th mile " 14.10

8th Km Km 9.75 il .


10th Km Km 8.15

11th Km & subsequent Kms Km 6.05vi) 6" (150 mm) i/d pi pes:-


2nd chain (2nd 30 m) " 10.35 30 M 10.35


1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 63.15 300 M 63.15

1st Km Km 74.90

2nd Km Km 34.55

3rd Km Km 25.60 il il .




7th Km Km 14.20 il8th Km Km 14.00 il .

9th Km Km 13.00 il il

10th Km Km 11.90


22 Hand shunting loaded Railway wagons or

trucks:-

a) upto ¼ mile / ¼ Km Each 253.15 Each 158.20

b) upto ½ mile / ½ Km No 458.25 No 286.40

c) upto ¾ mile / ¾ Km " 618.70 " 386.70

d) upto 1 (1.6 Km) mile " 736.20 " 460.15

e) 2nd mile and subsequent mil es/ Each Each

2nd and subsequent kilometres No/Mile 422.15 No/Km 263.85

23 Hand shunting empty Railway wagons or trucks.

a) upto ¼ mile / ¼ Km Each 146.85 Each 91.80

b) upto ½ mile / ½ Km No. 243.30 No. 152.05

c) upto ¾ mile / ¾ Km " 320.85 " 200.55

d) upto 1 mile / 1 Km " 385.10 " 240.70

e) 2nd mile and subsequent mil es/ Each Each

2nd and subsequent kilometres No/Mile 207.25 No/Km 129.55

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Chap-2 (Loading/Unloading) Page 24

2. LOADING, UNLOADING STACKING

1 The rate for loading into and unloading from mobile trucks, trollies and boats, etc. will be the same as for Railway wagons.

Sr. Description Rate (British System) Rate (Metric System) Spec. Remarks

No. No.

Unit Labour Composite Unit Labour Composite

1 Loading or unloading into or from Railway wagons, lead 100 Cft. 496.30 cu.m 175.30within one chain, (30m) shingle, sand, ballast, surkhi, ashes,

kankar, brick bats, coal, lime or 1,000 Nos. tiles size

12"x6"x2" (300x150x50 mm) or 9"x4½"x1½"

(225x113x37mm) properly laid & stacked.

2 Loading or unloading bricks into or from Railway wagons

laid and stacked, lead within one chain:-

a) Bricks 10" (250 mm) size. 1000 Nos. 620.40 1000 Nos. 620.40

b) Bricks 9" (225 mm) or smaller size. ditto 496.30 ditto 496.30

3 Loading or unloading into or from Railway wagons cement 100 Bags 620.40 100 Bags 620.40in bags (from inside or outside the godown) and stacking

within one chain (30 m)

4 Loading or unloading into or from Railway wagons empty 100 Nos. 59.55 100 Nos. 59.55

cement bags (from inside or outside the godown) and

stacking.

5 Loading or unloading into or from Railway wagons (from 100 Mds. 372.25 100 Kg 9.95

inside or outside the godown) and stacking, white lime in

bags.

6 Loading or unloading into or from Railway wagons Per 297.80 Per 293.10

Structural Steel, R.S. joists, broad, narrow or meter gauge Tonne Tonne

rail and rail fastenings, etc.

7 Loading or unloading 45 gallon (204.57 Litres) drums full Each 37.20 Each 37.20

into or from Railway wagons, lead upto one chain.

8 Loading or unloading packages of all sorts, upto one Cwt Each 18.60 Each 18.60 Except cement in jute or

(50 Kg). paper bags.

9 Loading or unloading sleepers other than wooden,

including stacking lead within one chain:-

a) Broad gauge sleepers 100 Nos. 1240.80 100 Nos. 1240.80

b) Metre gauge and narrow gauge sleepers. ditto 620.40 ditto 620.40

10 Loading or unloading timber logs or timber for shuttering, Per 155.1 Per 152.65



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No. No.


into or from Railway wagons of any gauge, including Ton Tonne

stacking lead within one chain (30 m)

11 Loading or unloading bhoosa in Railway wagons lead upto 100 Mds. 1488.95 100 Kg 39.9

150 ft. (45 m)

12 Loading or unloading timber scrap or wooden plugs, into or Per 248.15 Per 244.25from Railway wagons, and stacking within one chain lead. Ton Tonne

13 Loading or unloading pitching stone or spawl from Railway 100 Cft. 183.65 cu.m 64.85

wagons of any gauge (including clearing 5 ft. (1500 mm)

away from the rail).

14 Loading or unloading building stone (including clearing 5 ft. 100 Cft. 238.25 cu.m 84.15

(1.5 m) away from rails).

15 Unloading oil, bitumen tar, etc.

a) Crude oil (to be pumped from tank wagon into tank). 1000 620.40 100 13.65Gallon litres

b) Crude oil (drained by gravity). 1000 620.40 100 13.65

Gallon litres

c) Crude oil materials from railway wagons. 100 Cft. 79.40 cu.m 28.05

d) Fuel oil from tank into empty drums, including Per 220.60 Per 217.10

stacking within one chain (30 m). Ton Tonne

e) Petrol (2 gallon tin) 100 Nos. 312.70 100 Nos. 312.70 The rate includes checking

and weighing the tins.

f) Kerosene oil (4 gallon tin) 100 Nos. 620.40 100 Nos. 620.40

16 Removing and stacking within one chain(30 m) lead:

a) Stone, spawl, brick bats, shingle, sand, lime, 100 Cft. 248.15 cu.m 87.65

surkhi, ashes, kankar and coat, etc.

b) Bricks. 1000 Nos. 661.75 1000 Nos. 661.75

c) Broad gauge wooden sleepers. 100 Nos. 397.05 100 Nos. 397.05

d) Metre gauge or narrow gauge wooden sleepers. 100 Nos. 236.35 100 Nos. 236.35

e) Rails girders, pipes, cement etc. Per 110.30 Per 108.55

Ton Tonne


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No. No.


f) Bridge and crossing timbers, etc. 100 No. 1323.50 100 No. 1323.50

17 Loading into wagons girders, rails, permanent way Per 248.15 Per 244.25

material (except wooden sleepers) iron work, M.S. bars, Ton Tonne

pipes, etc. including lead one chain (30 M) and stacking

inside wagons.

18 Unloading from wagons girders, rails, permanent way Per 141.80 Per 139.55

material (except wooden sleepers) iron work, M.S. bars, Ton Tonne

pipes, etc. lead upto one chain (30 m) but excluding

stacking.

19 Loading into wagons wooden broad gauge sleepers, 100 Nos. 992.65 100 Nos. 992.65

including one chain (30 m) lead and stacking,.

20 Unloading wooden broad gauge sleepers from wagons, 100 Nos. 472.70 100 Nos. 472.70

including one chain (30 m) lead and stacking.

21 Loading metre gauge or narrow gauge wooden sleepers, 100 Nos. 496.30 100 Nos. 496.30

including one chain (30 m) lead and stacking inside

wagons.

22 Unloading metre gauge or narrow gauge wooden sleepers, 100 Nos. 261.20 100 Nos. 261.20

including one chain (30 m) lead but excluding stacking.

23 Loading bridge and crossing timbers, including one chain 100 Nos. 1985.30 100 Nos. 1985.30

(30 m) lead and stacking.

24 Unloading bridge and crossing timbers, including one 100 Nos. 992.65 100 Nos. 992.65

chain (30 m) lead but excluding stacking.

25 Loading or unloading bitumen, asphalt or tar in drums, into Per 148.90 Per 146.55

or from railway wagons, lead upto one chain (30 m). Ton Tonne

3. EARTHWORK (EXCAVATION EMBANKMENT)

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Chap-3 (Earthwork) Page 27

1 Special all owances for the hardness, wetness and slush:-

The grant of allowances for hard, very hard, wet and slush will be subject to Superinteding Engineer's approval. Specific instructions regarding grant of such

allowances may be issued by the various Administrative Departments and Statutory Bodies. The earth requiring repeated blows of Kassi to break it and of

which dry bulk density is not less than 1.5, will be treated as hard.

2 Deduction for shrinkage from bank measurements:-

The following allowances should be provided for material which is not rammed, or equally consolidated:-

a) Deduction for shrinkage from the bank measurements when the earthwork is done by manual labour......... . 10%

b) Deduction for settlement from the bank measurement when the earthwork is done by machines................ ... 3 to 6%

e ore e wor i s le ou o e one y rac ors, scrapers, e c. e uc ion ranging e ween o s oul e agree o wi e con rac ors.

Sr. Descr iption Rate (Br itish System) Rate (Metr ic System) Spec. Remarks


M/ment Labour Composite M/ment Labour Composite

1 Earthwork excavation undressed lead upto a single throw 171 to 17.5

of Kassi, phaorah or shovel:-

a) In ashes, sand, soft soil or silt clearance. 1000 Cft. 1,861.20 -- cu.m 65.75 --

b) In ordinary soil. 1000 Cft. 2,233.45 -- cu.m 78.90 --

2 Earthwork excavati on i n ashes, sand and sof t soi l or si lt 1000 Cf t. 2,729.75 -- cu.m 96.40 -- dittoclearance, undressed lead upto 50 ft (15 metre).

3 Bed clearance and dressing slopes of drains to required ditto The rate is applicable where the earth

sections including the removal of weeds, roots, etc. of the bed to be removed is of the

di sposal of excavated materi als wi thi n 50 ft. (15 metre) lead. type of ordi nary soi l. When i t i s si lt or

a) Excavated material undressed. 1000 Cft. 3,474.25 -- cu.m 122.70 -- 1 or 2 above, whichever is applicable.

b) Excavated materi al dressed i n the speci fi ed manner. 1000 C ft. 3,750.10 -- cu.m 132.45 -- the drains of each category.

4 Borrowpit excavation undressed lead upto 100 ft (30 metre).

a) Ordinary soil 1000 Cft. 3,474.25 -- cu.m 122.70 --

b) Hard soil 1000 Cft. 4,268.35 -- cu.m 150.75 --

5 Earthowrk in ordinary soil for embankments lead upto 100 *411-1 to The rate includes hire charges of

ft. (30 m), including ploughing and mixing with blade grade 411-13 and machinery, cost of fuel, lubricants, payor disc harrow or other suitable equipment, and 301-1 & of driver and cleaner. The rate also

compaction by mechanical means at optimum moisture 202-3 includes clearing and grubbing

content and dressing to designed section, complete in all where necessary.

respects:-

i ) 95% to 100% maxi mum modi fi ed AASHO dry densi ty. 1000 Cf t. 3,784.60 4,376.85 cu.m 133.65 154.60

ii) 90% maximum modified AASHO dry density. 1000 Cft. 3,784.60 4,285.55 cu.m 133.65 151.35

iii) 85% maximum modified AASHO dry density. 1000 Cft. 3,784.60 4,194.25 cu.m 133.65 148.15

6 Regular excavation dressed. 1000 Cft. 2,552.05 -- cu.m 90.15 -- *411-2

7 Earthwork excavation in open cutting upto 5'-0" (1.5 m) 17.1 to

depth for storm water channels, drains, sullage drains in 17.5

open areas, roads, streets, lanes, including under pinning of

walls and shoring to protect existing works, shuttering and

timbering the trenches, dressed to designed level anddimensions, trimming, removal of surface water from



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trenches, back filling and surplus excavated material

disposed of and dressed within 50 ft. (15 m) lead:-

i) ordinary 1000 Cft. 4,337.00 4,414.25 cu.m 153.20 155.90

ii) hard 1000 Cft. 5,131.10 5,208.40 cu.m 181.25 183.95

iii) very hard 1000 Cft. 5,974.85 6,052.15 cu.m 211.05 213.75

iv) gravel & shingle 1000 Cft. 10,049.95 10,127.25 cu.m 354.95 357.70

8 Earthwork excavation in open cutting 5.01 ft. (1.5 m) to ditto

10.0 ft. (3.0 mm) depth for storm water channels, drains,

sullage drains in open areas, roads, streets, lanes, including

under pinning of walls and shoring to protect existing works,

shuttering and timbering the trenches, dressed to designed

level and dimensions, trimming, removal of surface water

from trenches, back filling and surplus excavated material

disposed of and dressed within 100 ft. (30 m) lead:-

i) ordinary 1000 Cft. 4,720.30 4,874.05 cu.m 166.70 172.15

ii) hard 1000 Cft. 5,514.45 5,668.15 cu.m 194.75 200.20

iii) very hard 1000 Cft. 6,358.20 6,511.90 cu.m 224.55 230.00

iv) gravel & shingle 1000 Cft. 10,929.60 11,083.30 cu.m 386.05 391.45

9 Excavation in shingle or gravel formation and rock, not 17.1 to 17.5requiring blasting, undressed lead upto 100 ft (30 m).

i) Dry 1000 Cft. 9,430.10 -- cu.m 333.05 --

ii) Wet 1000 Cft. 10,919.05 -- cu.m 385.65 --

iii) In flowing water 1000 Cft. 13,896.95 -- cu.m 490.85 --

10 Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material ditto

disposed off and dressed within 50 ft. (15 m) lead:-

i) ordinary 1000 Cft. 3,975.85 -- cu.m 140.45 --

ii) hard 1000 Cft. 4,769.95 -- cu.m 168.50 --

iii) very hard 1000 Cft. 5,613.70 -- cu.m 198.30 --

iv) gravel & shingle 1000 Cft. 9,936.95 -- cu.m 350.95 --

11 Excavation in rock dressed to designed section, grades andprofiles, excavated material disposed off within 100 ft. (30 m) 17.1 to 17.5 Tools and plants shall be the liability

and lift upto 5'-0" (1.5 m). of the contractor.

a) Sof t rock, slate, shale, schist later ite work, wi th pick and 1000 Cft . 9,456.50 -- cu.m 334.00 --

crow bar.

b) Medi um hard rock, requi ri ng occasi onal bl asti ng. 1000 Cf t. 15,039.60 15,630.00 cu.m 531.20 552.05

12 a) Excavation in hard rock requiring blasting and disposal

of excavated material (blasted material) upto 50 ft. (15 17.1 to 17.5 1) Tools and plants required shall be

m) lead, (including dressing and leveling to designed the liability of the Contractor

section,e tc. complete).

2) Reduce the rate by 8% if the

i) Grade I 1000 Cft. 9,028.80 9,619.20 cu.m 318.90 339.75 excavated section is not dressed or

ii) Grade II 1000 Cft. 9,775.90 10,759.90 cu.m 345.30 380.05 levelled to designed section.

iii) Grade III 1000 Cft. 11,680.70 12,861.50 cu.m 412.55 454.25iv) Grade IV 1000 Cft. 12,963.70 14,341.30 cu.m 457.90 506.55


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v) Grade V 1000 Cft. 14,337.85 15,912.25 cu.m 506.40 562.00

vi) Grade VI 1000 Cft. 15,372.70 17,143.90 cu.m 542.95 605.50

b) Excavation in hard rock requiring blasting, but blasting

prohibited, and disposal of excavated material within 50 17.1 to 17.5 1) Tools and plants required shall be

ft. (15 m) lead (including dressing and levelling to the liability of the contractor.

designed section, etc. complete):-2) Reduce the rate by 8% if the

i) Grade I 1000 Cft. 18,057.60 19,238.40 cu.m 637.80 679.50 excavated section is not dressed or

ii) Grade II 1000 Cft. 19,551.85 21,519.85 cu.m 690.55 760.10 levelled to designed section.

iii) Grade III 1000 Cft. 23,361.35 25,722.95 cu.m 825.10 908.55

iv) Grade IV 1000 Cft. 25,927.45 28,682.65 cu.m 915.75 1013.05

v) Grade V 1000 Cft. 28,675.70 31,824.50 cu.m 1012.85 1124.05

vi) Grade VI 1000 Cft. 30,745.45 34,287.85 cu.m 1085.95 1211.05

13 Rehandling of earthwork:

a) Lead upto a si ngl e throw of Kassi , phaorah or shovel 1000 Cf t. 1,240.80 -- cu.m 43.85 -- ditto

b) Upto a lead of 50 ft. (15 m). 1000 Cft. 1,737.10 -- cu.m 61.35 --

14 Rehandling of gravel work or excavated rock, 1000 Cft. 4,963.20 -- cu.m 175.30 -- 17.1 to 17.5lead upto 50 ft.( 15 m)

15 Filling, watering and ramming earth under floors:- ditto

i) with surplus earth from foundation, etc. 1000 Cft. 2,489.50 -- cu.m 87.95 --

ii) with new earth excavated from outside, 1000 Cft. 4,783.80 -- cu.m 168.95 --

lead upto one chain (30 m).

16 Extra for every 50 ft. (15 m) additional lead or part thereof :- This rate shall be applicable upto

1000 ft. total distance, including the

i) for earhtwork soft, ordinary, hard and very hard. 1000 Cft. 45.25 -- cu.m 1.60 -- lead covered in the item of earthwork

ii) for gravel, shingle or rock. 1000 Cft. 53.30 -- cu.m 1.90 --

17 Transportation of earth all types when the total distance, This rate will be paid inaddition to the

including the lead covered in the item of work, is more than rate of earthwork, without deducting1000 ft. (300 m) the lead covered in the item of

a) upto ¼ mile (400 m). 1000 Cft. 2,003.00 -- cu.m 70.75 -- earthwork

b) for every 330 ft. (100 m) additional lead or part thereof,

beyond ¼ mile (400 m) upto one mile. (1.6 Km.) 1000 Cft. 64.00 -- cu.m 2.25 --

c) f or every ¼ mi le (400 m) addi ti onal lead or part thereof ,

beyond one mile (1.6 Km.) upto 5 mile (8 Km). 1000 Cft. 158.00 -- cu.m 5.60 --

d) for every ½ mile (800 m) additional lead

or part thereof, beyond 5 miles (8 Km). 1000 Cft. 139.95 -- cu.m 4.95 --

18 Dressing and levelling of earhtwork to designed section, etc. 17.10 to 17.5

complete:-

a) Ashes, sand, silt or soft soil. 1000 Cft. 159.90 -- cu.m 5.65 --

b) Ordinary or hard soil. 1000 Cft. 310.35 -- cu.m 10.95 --

c) Gravel work or soft rock not requiring 1000 Cft. 749.75 -- cu.m 26.50 --blasting.

S D i ti R t (B iti h S t ) R t (M t i S t ) S R k


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19 Dowel dressing. Per 145.85 -- Metre 4.80 -- ditto This rate is in addition to payment for

Chain dressed earhtwork.

20 a) Dressing slopes of banks or ground surface. 100Sft. 65.05 -- sq.m 7.00 -- ditto To be paid only when exclusively

dressing is done and no earthwork is

carried out in embankment or cutting.

b) Dressi ng of earthwork (done by machi nery or otherwi se 100Sf t. 116.75 -- sq.m 12.55 -- i) The surface area dressed is to be

and left undressed) to designed section. taken for measurement.

ii) The item is applicable where the

dressing is done by the contractor

other than the one who executed the

work.

21 Excavation in foundation of building, bridges and other

structures, including dagbelling, dressing, refilling around 17.1 to 17.5

structure with excavated earth, watering and ramming lead

upto one chain (30 m) and lift upto 5 ft. (1.5 m)

a) in sand, ashes or loose soil 1000 Cft. 4,472.15 -- cu.m 157.95 --

b) in ordinary soil. 1000 Cft. 5,219.30 -- cu.m 184.35 --c) in hard soil or soft murum. 1000 Cft. 5,841.00 -- cu.m 206.30 --

22 Cutting hard rock such as granite, ballast, hard l ime stone or 1000 Cft. 37,292.65 41,322.40 cu.m 1317.20 1459.50 17.1 to 17.5 Tools and plants required shall be the

sand stone, etc. with chisels and hammers, for small liability of the contractor.

foundations.

23 Extra for excavation requiring shoring. 1000 Cft. 637.55 896.30 cu.m 22.50 31.65 17.1 to 17.5 Composi te rate includes materials,

i.e. plank, etc.

24 Compaction of earthwork (soft, ordinary or hard soil) :- ditto

a) M ixi ng, moi steni ng earth to opti mum moi sture content 1000 Cf t. 586.25 -- cu.m 20.70 --

in layers for compaction, etc. complete.

b) Compaction by rolling with animal driven

roller/hand rammed:

i) soft or sandy soil 1000 Cft. 744.50 -- cu.m 26.30 --

1) The rate does not include hire

ii) ordinary soil 1000 Cft. 868.55 -- cu.m 30.70 -- charges of the roller.

2) Roller to be 'supplied by

iii) hard soil 1000 Cft. 992.65 -- cu.m 35.05 -- Government

iv) admixture of shingle 1000 Cft. 1,116.70 -- cu.m 39.45 --

c) Ramming earthwork (all types of soil). 1000 Cft. 744.50 -- cu.m 26.30 --

d) Ramming earhtwork behind retaining walls. 1000 Cft. 992.65 -- cu.m 35.05 --

25 Compaction of earthwork with power road roller, including 17.1 (a)ploughing, mixing, moistening earth to optimum moisture *411-5 and The rate also includes hire charges of

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content in layers, etc. complete: 202-3 machinery, cost of fuel, lubricant, pay

of driver and cleaner, etc.

i) 95% to 100% maximum modified AASHO dry density. 1000 Cft. -- 592.25 cu.m - 20.90

ii) 90% maximum modified AASHO dry density. 1000 Cft. -- 500.95 cu.m - 17.70

iiii) 85% maximum modified AASHO dry density. 1000 Cft. -- 409.65 cu.m - 14.45

26 Extra for wet earthwork. 1000 Cft. 1,737.10 -- cu.m 61.35 - 17.1 to 17.5 That wil l support a man's weight.

27 Extra for slush or Daldal including dewatering. 1000 Cft. 3,970.55 -- cu.m 140.25 - 17.1 to 17.5 That wil l not support a man's weight.

28 Extra for puddling. 1000 Cft. 3,109.90 -- cu.m 109.85 - ditto

29 Earthwork on small rai n water drai ns, along canal banks, 100 Rft. 471.50 -- Metre 15.45 - ditto

roads and plantation drains, dressed, etc. complete.

30 Fi ll ing and compacti ng soi l, earth and boul ders behi nd 1000 Cf t. 4,466.90 -- cu.m 157.75 -- 17.1 to 17.5

retaining walls (including excavation of soil and lead upto 50

ft.( 15 m).

31 Dag bailing 3" (75 mm) deep. Per mile 1,853.90 -- Per 1152.20 -- ditto Dag bailing for layout of borrow pit, to

Km be done by contractors at their own

cost.

32 Turf ing sl opes of banks or l awns wi th grass sods i ncl udi ng 100Sf t. 827.20 -- sq.m 89.00 -- ditto

ploughing, laying, setting and watering (Turf got from within a

distance of 5 miles (8 Km.) and maintenance for 15 days).

33 Berm cutting:- 17.1 to 17.5

a) l ead upto a si ngle throw of Kassi , phaora or shovel 1000 Cft. 2,233.45 -- cu.m 78.90 --

(without dressing).

b) upto 50 ft(15 m)lead (including dressing). 1000 Cft. 3,975.85 -- cu.m 140.45 --

34 Berm trimming both sides of channels:- 17.1 to 17.5

a) upto 3½ ft. (1.06 m) depth. Per Mile 5,799.20 -- Per Km. 3624.50 --

b) exceeding 3½ ft. to 5 ft. (1.06 to 1.5 m) depth. Per Mile 8,087.20 -- Per Km. 5054.50 --

c) exceeding 5 ft. to 8 ft. (1.5 to 2.4 m) depth Per Mile 12,641.20 -- Per Km. 7900.75 --

35 Ploughing and levelling borrowpits. ditto Area ploughed to be measured.

i) upto 3 ft. (0.9 m) depth. Per Acre 1,240.80 -- Per Hect. 3066.10 --

ii) above 3 ft. (0.9 m) depth. Per Acre 2,481.60 -- Per Hect. 6132.15 --

36 Making boundary or service roads, including dag-belling, ditto

leveling and dressing:

i) in unploughed land:

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a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 622.60 -- Metre 20.40 --

b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 831.60 -- Metre 27.30 --

ii) in ploughed land:

a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 642.15 -- Metre 21.05 --

b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 851.15 -- Metre 27.90 --

37 Earthwork by boats, including hire of boats:- 17.1 to 17.5 For ordinary soil.

i ) Digging and loading into boats, upto 50 f t. (15 m) lead. 1000 Cf t. 3,722.40 -- cu.m 131.50 --

ii) Carriage by boats upto 10 chains (300 m). 1000 Cft. 965.05 -- cu.m 34.10 --

iii) Extra for every additional one chain (30 m) or part 1000 Cft. 99.25 -- cu.m 3.50 --

thereof beyond 10 chains (300 m).

iv) Unloading earth from boats. 1000 Cft. 1,737.10 -- cu.m 61.35 --

38 Unloading earth f rom B.G. trucks and clearing 5 f t. (1.5 m) 1000 C ft. 1,488.95 -- cu.m 52.60 -- 17.1 to 17.5

from rail.

39 Earthwork by tramway, digging and loading in t rucks, upto 50 1000 Cf t. 3,474.25 -- cu.m 122.70 -- 17.1 to 17.5

ft. (15 m) lead.

40 Unloading earth from B.G. trucks and spreading upto 1000 Cft. 2,791.80 -- cu.m 98.60 -- ditto

15 ft. (4.5 m) from rail.

41 Supplying clean and screened river or pit sand within 5 100Cft. 473.30 496.30 cu.m 167.15 175.30 ditto The rate incudes:-

chains (150 m). i) removal of top crust of earth

over burden

ii ) royalty to the government or cost

to the private owner.

42 Earthwork excavation in open cutting for sewers and 17.1 to 17.5 The rate does not include back filling

manholes as shown in drawings including shuttering and **13.1 &13.4 after laying of sewer, which is payable

timbering, dressing to correct section and dimensions separately.

according to templates and levels, and removing surfacewater, in all types of soil except shingle, gravel and rock:-

If the timbering and shuttering is not

i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 1000 Cft. 4,033.90 4,417.10 cu.m 142.50 156.00 actually done at site, the composite

ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth 1000 Cft. 6,850.65 7,419.15 cu.m 241.95 262.05 rate may be reduced by Rs. 368.20,

iii) above 15.0 ft. (4.5 m) depth 1000 Cft. 8,835.95 9,404.40 cu.m 312.10 332.15 579.60 and 579.60 respectively.

43 Earthwork excavation of trenches in open cutting for sewers 17.1 to 17.5 The rate does not include back filling

and manhole chambers, etc. below sub-soil water level to **13.3 & after laying of sewer, which is payable

correct section and dimensions according to templates and 13.5 separately.

levels, including shoring, timbering and shuttering of M.S.

sheets on both sides of the trenches:

i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 1000 Cft. 5,534.10 8,043.80 cu.m 195.45 284.10

i i) 4.01 f t. to 8.0 f t. (1.22 to 2.4 m) depth bel ow SSWL. 1000 Cf t. 6,918.50 10,024.75 cu.m 244.35 354.05iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 1000 Cft. 10,377.75 13,668.55 cu.m 366.55 482.75



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44 Excavation of trenches in al l kinds of soi l, except cutting 1000 Cf t. 3,725.05 -- cu.m 131.55 -- 17.1 to 17.5 The rate does not include back filling

rock, for watersupply pipelines upto 5 ft. (1.5 m) depth **8.1 after laying of pipe line, which is

from ground level, including trimming, dressing sides, payable separately.

leveling the beds of trenches to correct grade and cutting

pits for joints, etc. complete in all respects.

45 Cutting and removing trees within a distance of 100 ft. (30 m)

a) upto 2½ ft. (760 mm) girth. Each 726.35 -- Each 726.35

b) above 2½ ft. to 6 ft. (760 to 1800 mm) girth. Each 1,417.35 -- Each 1417.35

46 Uprooti ng stump and removi ng wi thi n 100 f t. (30 m) f rom 2 f t. Each 930.60 -- Each 930.60

to 6 ft. (600 to 1800 mm) girth.

47 Jungle clearance and removing within 100 ft. (30 m).

a) light 1000 Sft. 124.10 -- sq.m 1.35 --

b) thick 1000 Sft. 248.15 -- sq.m 2.65 --

48 Uprooti ng Sarkanda growth and di sposal wi thi n 100 f t. (30 m) 100Sf t. 59.55 -- sq.m 6.40 --

49 Ploughing 3 times. Per 504.10 -- Per Hect. 1245.60 --

Acre

50 Leveling, dressing and making lawns. 100Sft. 248.15 -- sq.m 26.70 --

51 Turfing lawns (excluding cost of turf). 100Sft. 209.00 -- sq.m 22.50 --

52 Earthwork in excavation of drains, ir rigation channels through

excavator / drag lines in all kind of soil and conditions(dry,wet

slush,daldal and under water) including its disposal and

preparation of working pad for operation of machinery.

(Rates includes 100 ft lead) 1000 Cft. -- 1573.00 cu.m -- 55.55

* Specif ication number correspond to Book of "Specif ication for Road & Bridge Construction, 1971".

** Specif ication number correspond to Book of " Building & Roads Department Specifi cation Vol. II , 1966 (Public Health Works).

4. DISMANTLING DEMOLITION)

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Chap-4 (Dismantling) Page 34

1 Rates for all fi nished works include the removal of surplus debris, unused material and byproducts.

2 The rates for dismantli ng roofs or upper storey f loor, include the dismantling of all materials, except roof

supports such as beams and trusses.

Sr. Description Rate (British System) Rate (Metr ic System) Spec. Remarks

No. No.


Stone Work

1 Dismantling dry stone masonry. 100Cft. 421.85 cu.m 149.00 18.1

2 Dismantling stone masonry in mud mortar. 100Cft. 620.40 cu.m 219.15 ditto

3 Dismantling stone masonry in lime or cement mortar. 100Cft. 1,488.95 cu.m 525.90 ditto Add extra 13%, 32% and 51% on

labour rates only f or 2nd, 3rd, 4th

and subsequent f loors respectively.

4 a) Dismantling dry stone or spawl pitching. 100Cft. 744.50 cu.m 262.95 ditto

b) Dismantling stone or spawl pitching (mud grouted). 100Cft. 943.00 cu.m 333.05 ditto

5 Di smantli ng stone or spawl pi tchi ng and apron i n si lted 100Cf t. 1,240.80 cu.m 438.25 ditto

condition.

6 Dismantling stone pitching, cement or lime grouted. 100Cft. 1,985.30 cu.m 701.20 ditto

7 Dismantling stone in crates:

a) wooden crates 100Cft. 992.65 cu.m 350.60

b) wire crates ditto 1,240.80 ditto 438.25

8 Dismantling stone ware drain including base concrete. 100Cft. 694.85 cu.m 245.40 ditto

Brick Work

9 100Cft. 248.15 cu.m 87.65 18.1

10 100Cft. 620.4 cu.m 219.15 ditto

11 100Cft. 421.85 cu.m 149 ditto

12 100Cft. 868.55 cu.m 306.75 18.1 Add extra 13%, 32% and 51% on


13 100Cft. 2109.35 cu.m 745 ditto and subsequent floors respectively

against i tem No. 12, 13, 14 & 15.

14 Dismantling cement block masonry. 100Cft. 1,861.20 cu.m 657.40 ditto

Dismantling brick work in mud mortar.

Dismantling brick work i n li me or cement mortar.


Dismantling mud/pise walling.

Dismantling sun dried brick masonry.

Dismantling dry brick masonry.



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No. No.


15 Dismantling Dhajji walling. 100Cft. 496.30 cu.m 175.30 ditto

Concrete

16 Dismantling mud concrete. 100Cft. 992.65 cu.m 350.60 ditto

17 Dismantling lime concrete. 100Cft. 1,364.90 cu.m 482.10 Add extra 13%, 32% and 51% on


18 Dismantling lime or cement concrete, under water. 100Cft. 5,211.35 cu.m 1840.65 and subsequent f loors respectively

against i tem No. 17, 19 & 20.

19 a) Dismantling cement concrete plain 100Cft. 2,729.75 cu.m 964.15 ditto

1:4:8.

b) Dismantling cement concrete plain ditto 4,466.90 ditto 1577.70

1:3:6.

c) Dismantling cement concrete 1:2:4 ditto 5,459.50 ditto 1928.30

plain.

d) Dismantling cement concrete with brick ditto 1,488.95 ditto 525.90

aggregate.

e) Dismantling D.P.C. of cement concrete ditto 744.50 ditto 262.951½" thick (40 mm) and clearing the site.

20 Dismantling cement concrete reinforced, 100Cft. 8,933.75 cu.m 3155.40 ditto

separating reinforcement from concrete,

cleaning and straightening the same.

Roofing

21 Dismantling sirki sarkanda or thatched 100Sft. 297.80 sq.m 32.05 18.1

roofing, supported on battens or bellies.

22 a) Dismantling 1st class tile roofing. 100Sft. 744.50 sq.m 80.10 Add extra 13%, 32 and 51% on

labour rate only for 2nd, 3rd, 4th

b) Dismantling 2nd class tile roofing. 100Sft. 620.40 sq.m 66.75 ditto and subsequent floors respectivelyagainst items No. 22, 25, 26 and 28.

23 Dismantling f rom any height, asbestos sheets and ridge 100Sft. 389.40 sq.m 41.90 18.1

coping.

24 a) Dismantling roof of wooden planks and battens, from 100Sft. 311.5 sq.m 33.5 ditto

any height.

b) Di smantli ng wooden cei li ng above 20' (6.0 m) hei ght 100Sf t. 1,232.35 sq.m 132.60 ditto

in difficult position, including lifting with care and

special scaffolding along live electri c wires and wi th

machines underneath.

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No No


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No. No.


b) Dismantling wooden beams from 12.1' to 23' dit to 248.15 ditto 248.15

(3.65 to 7.0 m) length.

35 a) Dismantling wooden partition Jaffry work etc. 100Sft. 278.15 sq.m 29.95 ditto

b) Dismantling wooden trusses. 100Kg 872.10 %Kg 872.10

36 Dismantling wooden palisade fencing. Per Lft. 22.10 Metre 72.50 ditto

Iron work

37 Di smantl ing i ron work of trusses, sheds, water tanks, etc. 100Kg 842.30 %Kg 842.30 18.1 Add extra 13%, 32% and 51% on

excluding cutting of rivets. labour rates only for 2nd, 3rd, 4th

and subsequent floors respectively

against items No. 37 and 38.

38 Dismantling rolled steel beams or iron rails, etc. 100Kg 407.30 %Kg 407.30 ditto

39 Dismantling iron latrine. Per Unit/ 902.90 Per Unit/ 902.90 ditto

2 Seats 2 Seats

40 Dismantling tees, bends or sluice valves upto 12" Each per 18.45 Each per 7.40 ditto

(300 mm) bore. inch bore cm bore

41 a) Dismantling B.G. water column. Each 6,022.50 Each 6022.50 ditto

b) Dismantling M.G. or N.G. water column. Each 3,984.75 Each 3984.75 ditto

42 Di smantl ing al l type of wi re f enci ng, i ncludi ng roll ing wi re 100Lf t. 421.85 Metre 13.85 18.1

into bundles and collecting material.

Miscell aneous

43 Di smantl ing wi re netti ng of tenni s courts and f rame work. 100Sf t. 198.55 sq.m 21.35 18.1

44 Dismantling cloth ceiling and supporting timber. 100Sft. 372.25 sq.m 40.05 ditto

45 Dismantling and removing road metalling. 100Cft. 992.65 cu.m 350.60 ditto

46 Di smantl ing and removi ng road pavement, etc., i ncl udi ng 100Cf t. 1,325.15 cu.m 468.05 ditto

screening and stacki ng of byproducts upto one chain lead

(30 metre).

47 Removing mud plaster from walls. 100Sft. 103.40 sq.m 11.15 ditto Add extra 13%, 32% and 51% on


48 Removing cement or lime plaster. 100Sft. 206.80 sq.m 22.25 ditto and subsequent floors against item

No. 47, 48, 49, & 50 respectively


No No


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No. No.


49 Scraping:- 18.1

a) White wash or colour wash. 100Sft. 124.10 sq.m 13.35

b) Ordinary distemper, oil bound distemper, ditto 372.25 ditto 40.05

or paint of wall.

50 Dismantling glazed or encaustic tiles, etc. 100Sft. 1,061.30 sq.m 114.20 18.1

51 Scraping boulders. 100Cft. 1,737.10 cu.m 613.55 18.1

52 Cleaning lime or cement mortar of old stones 100Cft. 868.55 cu.m 306.75 18.1

to be used in masonry.

Electric Wiring

53 Dismantling light, fan and call bell point Per 33.90 34.35 Per 33.90 34.35

including casing and capping/strip open type, point point

and making good damaged surface (building

portion).

54 Dismantling plug point and making good Per 29.05 29.40 Per 29.05 29.40

damaged surface (building portion). point point

55 Dismantling G.I./M.S. conduit/G.I. fl exible/PVC pipes or

conduit w iri ng, etc. of all sizes including making good

damaged surface (buildi ng portion): -

i) on surface Per foot 6.20 6.30 P.Mtr 20.35 20.65

ii) recessed in wall Per foot 13.50 13.60 P.Mtr 44.30 44.60

MRS BI ANNUAL PERIOD (1st FEBRUARY 2016 TO 31st JULY 2016) DISTRICT LAHORE

5 MORTAR

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Chap-5 (Mortar) Page 39

ry a er a equ re or ry a er a equ re or100 Cft. Wet (Ready) Mortar One Cum Wet (Ready) Mortar

. o. a o o or ar emen me emen me an(50 Kg) Putty Sand (50 Kg.) Putty Cum.

ag . . ag. um1 2 3 4 5 6 7 8

1 Cement : Sand

1 : 2 33.48 82 11.83 0.821 : 3 23.11 85 8.16 0.851 : 4 18.37 90 6.49 0.901 : 5 14.70 90 5.19 0.901 : 6 13.61 100 4.81 1.001 : 7 11.68 100 4.12 1.001 : 8 10.21 100 3.61 1.00

2 Cement : Lime : Sand1 : 1 : 6 12.25 15.0 90 4.33 0.15 0.901 : 1 : 7 10.70 13.1 92 3.78 0.13 0.921 : 1 : 8 9.39 11.5 92 3.32 0.12 0.92

1 : 1 : 9 8.52 10.44 94 3.00 0.10 0.941 : 1 : 10 7.67 9.4 94 2.71 0.09 0.941 : 2 : 8 9.19 22.5 90 3.25 0.23 0.901 : 2 : 9 8.16 20.0 90 2.88 0.20 0.901 : 2 : 10 7.67 18.8 94 2.71 0.19 0.941 : 2 : 12 6.39 15.66 94 2.26 0.16 0.941 : 3 : 12 6.26 23.0 92 2.21 0.23 0.921 : 3 : 14 5.47 20.1 94 1.93 0.20 0.941 : 3 : 16 4.82 17.7 94 1.70 0.18 0.941 : ¼ : 3 23.11 7.0 85 8.16 0.07 0.85

3 Lime : Sand

1 : 2 43 86 0.43 0.861 : 3 31 93 0.31 0.93


MRS BI-ANNUAL PERIOD (1st FEBRUARY 2016 TO 31st JULY 2016) DISTRICT LAHORE

5 MORTAR

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Chap-5 (Mortar) Page 40

ry a er a equ re or . ry a er a equ r e orWet (Ready) Mortar one M Wet (Ready) Mortar

S. Ratio of Mortar Clay Lime Sand Surkhi Cinder Clay Lime Sand Surkhi Cinder No. (Putty) (Putty)

. . . . .

4 Mud 135 1.35

5 Lime : Surkhi2 : 3 49.00 - 73.5 - 0.49 - 0.74 -1 : 2 40.75 - 81.5 - 0.41 - 0.82 -1 : 3 30.30 - 91.0 - 0.30 - 0.91 -

6 Lime : Sand : Surkhi1 : 1 : 1 40.50 40.5 40.5 - 0.41 0.41 0.41

7 Lime : Cinder 1 : 1 57.0 - 57.0 - 0.57 - - 0.57

Wet material required for 100 Cft. Wet material required for 1M³ (35.32 Cft)masonry (including wastage): masonry ( including wastage) :

1 Brick Masonry :a) Mud Mortar 35.00 Cft 0.35 Mb) Cement, Sand 25.00 Cft 0.25 Mc) Cement, Lime (Putty) Sand 25.00 Cft 0.25 Md) Lime (Putty) Sand 25.00 Cft 0.25 M

3

2 Stone Masonry :

a) Random rubble, uncoursedi) Foundation and Plinth 45.00 Cft 0.45 M

3

ii) Superstructure 40.00 Cft 0.40 Miii) Coursed 35.00 Cft 0.35

b) Ashlar Block in course or Scabled masonry 30.00 Cft 0.30 M3

c) Ashlar fine masonry 20.00 Cft 0.20 M3

(1) Cement 1 Cft. = 40.8233 Kg

Notes : (2) Unslaked lime 1.7 Cft. = 37.3242 Kg

(3) Slaked lime 2.5 Cft. = 37.3242 Kg

(4) Quick lime 40 Kg Will yield 2.6 Cft. lime putty.

MRS, BI ANNUAL PERIOD (1st FEBRUARY, 2016 TO 31st JULY, 2016) DISTRICT LAHORE

1.

2

6 CONCRETE

If concretemixer or high frequency vibrator etc is supplied by the Government all charges including depreciation wil l be recovered from thecontractor

Rates for all f ini shed works include the removal of surplus debris, unused material and by products.

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Chap-6 (Concrete) Page 41

2.

3.

Sr. Description Rate (Br itish System) Rate (Metr ic System) Spec. Remarks

No. No.


1 Mud concrete in foundation including watering and ramming, 100Cft 2730.15 4749.15 cu.m 964.30 1677.40 The stone ballast, crushed bajri,

using brick or stone ballast 1½" (40 mm) gauge. round shingle from nallah, or brick

ballast may be used according to

2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 100Cft 1861.20 3775.20 cu.m 657.40 1333.40 their comparative cheaper rates in

mm) gauge. various areas of the Province.

3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 20.1 -do-

50 mm) gauge, in foundation and plinth:-

(a) Ratio 1: 3: 6 100Cft 3592.05 13603.65 cu.m 1268.70 4804.80

(b) Ratio 1: 4: 8 ditto 3592.05 11650.30 " 1268.70 4114.90

(c) Ratio 1:5:10 ditto 3592.05 10613.35 " 1268.70 3748.65

(d) Ratio 1: 6:12 ditto 3592.05 9830.25 " 1268.70 3472.05

(e) Ratio 1: 6: 18 ditto 3592.05 9019.05 " 1268.70 3185.55

(f) Ratio 1: 7:20 ditto 3592.05 8641.70 " 1268.70 3052.25

4 Extra on item No. 3 above, for sedimentation tank or fi lter

beds of Public Health Engineering Works: The stone ballast, crushed bajri,

round shingle from nallah, or brick

(a) in bed 100Cft 1106.80 - cu.m 390.90 - ballast may be used according to

their comparative cheaper rates in

(b) on slope ditto 1637.45 - " 578.35 - various areas of the Province.

5 Cement concrete plain including placing, 20.1

compacting, finishing and curing

complete (including screening and

washing of stone aggregate):

a) The carriage for the whole distance to the site of work shall be calculated on the basis of the rates of the actual means of transport used in carriage, i .e. road and / or rail, as the case may be.

If concrete mixer or high frequency vibrator, etc. is supplied by the Government, all charges including depreciation wil l be recovered from the contractor.

b) I t shall be payable from the nearest approved quarry.

Subsequent carriage of crushed stone aggregate / bajri will be paid according to the fol lowi ng:


Sr. Description Rate (Br itish System) Rate (Metr ic System) Spec. Remarks

No. No.


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Chap-6 (Concrete) Page 42


(a) Ratio 1: 1:2 100Cft 4804.80 27079.80 cu.m 1697.05 9564.60

(b) Ratio 1: 1½: 1½ ditto 4804.80 26599.20 " 1697.05 9394.85

(c) Ratio 1: 1½: 3 ditto 4804.80 21912.00 " 1697.05 7739.30

(d) Ratio 1: 2: 3 ditto 4804.80 20918.40 " 1697.05 7388.40

(e) Ratio 1: 3: 3 ditto 4804.80 18614.65 " 1697.05 6574.70

(f) Ratio 1: 2: 4 100Cft 4804.80 19129.45 cu.m 1697.05 6756.50

(g) Ratio 1: 2: 6 ditto 4804.80 17158.10 " 1697.05 6060.25

(h) Ratio 1: 3: 6 ditto 4804.80 16527.60 " 1697.05 5837.55

(i) Ratio 1: 4: 8 ditto 4804.80 14648.65 " 1697.05 5173.90

6 Providing and laying reinforced cement concrete (including 20.4 1) The rate includes rendering floor

prestressed concrete), using coarse sand and screened surface smooth, and the plastering

graded and washed aggregate, in required shape and design, done for making up all surfaces

including forms, moulds, shuttering, lif ting, compacting, after removing centring.

curing, rendering and finishing exposed surface, complete

(but excluding the cost of steel reinforcement, its fabrication 2) Plastering done under soff it of

and placing in position, etc.):- R.C.C. roof slab meant for human

habitation buildings shall be paid

(a) (i) Reinforced cement concrete in roof slab, beams, extra.

columns lintels, girders and other structural members laid in

situ or precast laid in position, or prestressed members cast 3) This item shall not be applicable

in situ, complete in all respects:- to factory made units.

(1) Type A (nominal mix 1:1:2) Per Cft 111.70 389.25 cu.m 3945.25 13748.30

(2) Type B (nominal mix 1: 1½: 3) ditto 111.70 338.25 " 3945.25 11947.00

(3) (c) Type C (nominal mix 1: 2: 4) ditto 111.70 310.9 " 3945.25 10981.00

(a)(ii) Reinforced cement concrete in slab of rafts / strip

foundation, base slab of column and retaining walls; etc and

other structural members other than those mentioned in

5(a) (i ) above not requiring f orm work ( i.e. horizental

shuttering) complete in all respects:-

(1) Type A (nominal mix 1: 1: 2) Per Cft 64.70 309.90 cu.m 2285.20 10945.65

(2) Type B (nominal mix 1: 1½: 3) ditto 64.70 254.10 " 2285.20 8974.80

(3) Type C (nominal mix 1: 2: 4) ditto 64.70 226.65 " 2285.20 8005.30

4) Composite rate shall be reduced by Rs: 5/50-

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1 Lahore 0116