ICTAD 2008

INDEX

CONTENTS Page No.

Introductory Notes.1 Excavation2 Anti-termite treatment3 Earthwork4 Earthwork support5 Concrete6 Timber formwork7 Steel reinforcement8 Brickwork9 Hollow block masonry10 Random rubble masonry11 Pressed tiling12 Wall tiling & Terrazzo tiles13 Roofing14 Roof plumbing15 Ceiling16 Doors & windows17 Ironmongery18 Plastering19 Painting & Decorating20 Plumbing (PVC)21 External drainage (EW pipes)22 Plumbimg (C.I. pipes)23 Manholes & Gulleys24 Sanitary fittings25 Gutters & Downpipes.

MATERIAL AND LABOUR ANALYSIS FOR BUILDING WORKS.

Analysis for Basic Rates

The material and labour component required for the various items of work including the minimal plant required for same is detailed in the analysis of the Basic Rates which have been included in the following pages.

Basic Rate.

The basic rate is analysed under the following headings.

(a) Materials.

The quantities of material required for the items are computed from known data and experience. Their total value is calculated on the basis of current costs of purchase at sources of supply. Unless otherwise stated wastage is allowed in the norms.

(b) Transport.

This component provides for the cost of transport of material from sources of supply to basis the sites of work. This component is usually added to the material cost.

(c) Labour.

The labour wages are as approved by the Government from time to time and on the basis of an 8 hour working day.

(d) Plant.

This component provides for the minimum plant required for the items of work. The cost of tools and implements is provided for in the overheads allowances.

(e) Basic Cost.

The Basic Cost is the sum of the costs of items (a), (b), (c) and (d) above.

Overheads and Profit factor.

Overhead costs include such costs that cannot be considered as direct productive work on the job. These may be generally grouped as follows.

(a)

(b)and yard in which to do business whether or not there is a job under way. Such expences are continuous and may be shared by the job turnover.

Job Overheads. - that vary with and are caused directly by the individual jobs.

General Overheads - which include costs of maintaining an office, workshop

The common items that make up the overhead costs are listed below. The cost of the overhead items involved on a job is assessed as a percentage of the Basic cost of the job. In the case of the Construction Agencies executing building construction worksthe overhead componenet may be listed as below.

Job Overheads (Site Overheads) % of Basic Cost.

1 Supervision of work. (Wages of work Supervisors) 1.00

2 Supervision of Labour ( Wages of Gangers) 4.00

3 Temporary Works.

(a) Access Road & Maintenance 0.20

(b) Site buildings for accomodation of part labour. 0.70

(c) Central Stores Building 0.60

(d) Fencing and protection 0.30

(e) Provision of water, light etc. 0.30

(f) Cleaning and tidying up 0.20

(g) Collection of building materials including cement and steel. 0.40

4 Watchers for field stores and security of site. 0.80

5 Tools and implements for miscellaneous work 0.90

6 (a) Setting out and measurements 0.50

(b) Providing samples for testing 0.20

7 Transportation of supervisory staff 1.00

8 Job office, furniture, stationary, supplies, water, light etc. 0.90

9 Wages of job office staff 1.20

10 Transportation of job office staff. 0.40

11 (a) Bonds for bid performance and Fidelity Guarantee. 0.30

(b) Insurance of works and workmen's compensation 0.50

12 Interest in capital investment 1.6016.00

General Overheads.

13 Head office rent, lights, telephone, stationary supplies, furniture etc. for same 0.60

14 Salaries of Head Office Manager, Engineers, Technical Assistants, Draughtsmen, Clerks, Stenos, Typists, Minor Staff and Drivers. 1.20

15 Transportation and subsistance of Head office staff. 1.00

16 Insurance, Interest and Taxes on business. 0.40

17 Legal expenses and consultancy fee 0.20

18 Workshop & Yard rents, sheds, garages & supplies. 2.20

19 Salaries of workshop & Yard Storekeepers, Drivers, Foremen,Mechanics and Workmen. 0.40

6.00

Profit

Ten percent (10%) of the Basic costs is allowed as profit of the Contractor.

Overheads and Profit Factor

Combining the factors for overheads and the profit factors we get 35% of the BasicRate as the Overhead and Profit factor which is also called the 'Mark-up' on the Basic Rate. i.e. the Basic Rate is multiplied by the factor 1.35 to obtain the working rate.

This Basic Rate Anaylsis does not include for the use of heavy plant and equipment.This analysis provides for a labour intensive method of work with a minimal use of

and a hoist in the case of a multi-storeyed building for the lift of materials to the various floors.

This analysis is applicable for a building having a maximum of four storeys.i.e. ground and three upper floors.

If a building has more than four floors or when the Contrat period is compressed to afew months then it will be necessary to allow of the use of heavy machinery such astower cranes, dumpers, loaders, batching plant for the mixing of concrete, bins for storage of materials etc. and also for the employment of contract managers and additional staff.

The cost of such items of work will not be accommodated within the 35% 'Mark-up' and will have to be provided for in separate items such as preliminaries to the Contract.

machinary. The machinery allowed In this analysis is the concrete mixer, the vibrator

Conversion - Imperial to Metric------------------------------------------------------------------------------------------------------------------------------To Convert To Rate MultiplyRate per per by------------------------------------------------------------------------------------------------------------------------------

Cube M3 0.353

Square M2 0.1075

Sq.ft M2 10.7584

L.ft M 3.28

Cwt Kg. 0.02------------------------------------------------------------------------------------------------------------------------------

Allowances to be made in the rates for lift in respect of work on upper floors-

In the analysis of the various items of work in the fllowing pages the rates refer to work on the ground floor.

To these rates the percentages ( of the ground floor rates) indicate in the table below should be added to obtain the rates applicable to the 1st, 2nd, 3rd floors. This B.S.R.is limited to work on the ground and 3 upper floors only.

------------------------------------------------------------------------------------------------------------------------------Ground to Ground to Ground to 1st floor 2nd floor 3rd floor

------------------------------------------------------------------------------------------------------------------------------

Concrete Cube 3% 5% 7%9" Brickwork Sqr 5% 7% 9%9" Brickwork Cube 5% 7% 10%4 1/2" Brickwork Sqr 5% 7% 10%Steel Reinforcements Cwt 2.50% 5% 7.50%Plastering Sqr 5% 10% 15%Painting Sqr 3% 6% 9%Floor tiling Sqr 2% 4% 6%Wall tiling Sqr 2% 4% 6%Roof calicut tiles Sqr 3% 6% 9%Roof Asbestos Sqr 3% 5% 7%Ceiling work Sqr 3% 5% 7%------------------------------------------------------------------------------------------------------------------------------

EARTH WORK AND LANDSCAPINGNote:

1 Soils met within excavation have been classified as follows.

1) Soft/Loose soil2) Ordinary soil 3) Hard/Dense soil4) Mud/Wet clay5) Soft disintegrated rock ( i.e. rock not requiring blasting)6) Hard rock - a) Where blasting is approved. b) Where blasting is prohibited.

2 The analysis has been prepared for each of the above categories as shown initems nos 3 - 9.

3 However, in the preparation of estimates for purposes of calling for Tenders, only twoB.O.Q. items would be included in the B.O.Q. as against the B.S.R. item Nos. 3, 4,5, 6, 7, 8 & 9. The description of these two B.O.Q. itmes would be as follows:

(a) Ecavation in any material met with except rock requiring blasting.

(b) Excavation in rock requiring blasting.

4 This classification has been adopted (where tenders are called) to avoid any dispute that may arise as to the exact nature of the soil that will be met with when the actualexcavation is carried out. The tenderer is expected to examine the site and to form hisown opinion of the nature of the soil that is met with and rate his tender accordingly.

5 The classification of the soils in Note 1 above and the analysis provided for the differenttype of soil will help the estimator in arriving at the actual cost of excavation, for whichhe will have to allow in his estimate.

6 Under Note 1 (6) b Hard Rock, an analysis is provided for removing Hard Rock met within foundation excavations where blasting is prohibited or cannot be done, like inbuilt ut areas where blasting can cause damage to adjoining buildings.

7 In the excavation itmes Nos 3 to 9, the labour norm allowed in the items is for an excavation up to a maximum depth of 5'-0" an additional unskilled labourer should be added for every additional 5'-0" or part thereof for each cube of excavation beyondthe original 5'-0" depth.

EXCAVATION

----------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

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1 Removing top soil to a depth not exceeding 6" & depositing as directed within site.

Per Square

Consider an area of 10.00 sqrs. i.e 5.00 cubes of excavation

10 days U/Sk labourer 600.00

Cost per 10 squares

Cost per Square

35% Overheads & Profit

Rate per square

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2 Excavation over site to reduce level, in any material except rock requiring blasting including depositing and levelling as directed up to a distance not exceeding 30'-0"

Per cube

1 5/8 days U/Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3 Excavation in trenches for walls / column pits in soft / loose soil up to 5'-0" deep anddepositing excavated material to a distance not exceeding 30'-0" (Earth work support to be paid separately where necessary).

Per cube

1 day U / Sk labourer 700.00

Cost per cube


Rate per cube

----------------------------------------------------------------------------------------------------------------------------------------Items Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4 Excavation in trenches for walls / column pits in ordinary soil up to 5'-0" deep and depositing excavated material to a distance not exceeding 30'-0".

Per cube

2 1/4 days U / Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

5 Excavation in trenches for walls / column pits in Hard / dense soil up to a depthof 5'-0" and depositing excavated material up to a distance not exceeding 30'-0"

Per cube

3 1/2 days U/Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6 Excavation in trenches for walls / column pits in Mud / wet soil up to a depthof 5'-0" and depositing excavated material to a distance not exceeding 30'-0".

(Earthwork support & dewatering paid for separately)

Per cube

3 days U / Sk labourer 790.00

Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

7 Excavation in trenches for walls / column pits in soft disintegrated rock ( not requiring blasting) to a depth of 5'-0" and depositing excavated material to a distance not exceeding 30'-0".

Per cube


Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

8 Excavation in trenches for wall / column pits in Hard rock requiring blasting up to a depth of 5'-0' and depositing excavated material to a distance not exceeding 30'-0".

Per cube

Materials0.75 lbs blasting powder 50.00 10 L.ft fuse 25.00 1 lb jumper steel 80.00

Fuel & forge - Add 20% of material cost

Labour1 day Sk labourer 800.00 2 days U / Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

9 Benching rock in foundation in 3" - 6" steps.(Blasting prohibited)

Per 10 square feet

Drilling, chipping & wedging-1 1/2 days Sk labourer 800.00

Steel, fuel & forge - Add 25% of labour cost

Collecting & Disposing -1 1/2 days U /Sk labourer 600.00

Per 10 sq.ft


Rate per sq. ft.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6,000.00

6,000.00

600.00

210.00

810.00 87.08

---------------------------------------------------------------------------------------------------------------------------------------------------------------

975.00

975.00

341.25

1,316.25

---------------------------------------------------------------------------------------------------------------------------------------------------------------

700.00

700.00

245.00

945.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,350.00

1,350.00

472.50

1,822.50 643.34

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,100.00

2,100.00

735.00

2,835.00 1,000.76

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,370.00

2,370.00

829.50

3,199.50

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

Excavation in trenches for walls / column pits in soft disintegrated rock ( not requiring blasting) to a depth of 5'-0" and depositing excavated material to a distance not exceeding 30'-0".

1,500.00

1,500.00

525.00

2,025.00

---------------------------------------------------------------------------------------------------------------------------------------------------------------

37.50 250.00 80.00

73.50

800.00 1,200.00

2,441.00

854.35

3,295.35

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,200.00

300.00

900.00

2,400.00

840.00

3,240.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

ANTI - TERMITE TREATMENT

10 Anti - termite treatment on excavated foundation and compacted soil under floors.

Per square

Materials16 lbs D.D.T. powder 60.00

( 8% in 20 glas of water)20 gallons water 2.25

Labour 1/2 day U / Sk labourer 600.00

Cost per cube


Rate per cube

NOTE: Alternative Mixes

a) Copper Naphthenate (5% in 4 to 8 gals of fuel oil)b) Sodium Arsenate (10% in 12 to 20 gals of water.)c) Dieldrine (0.3% in 19 gals of Water).


---------------------------------------------------------------------------------------------------------------------------------------------------------------

960.00

45.00

300.00

1,305.00

456.75

1,761.75

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

EARTHWORK - BACKFILLING & COMPACTING.

11 Backfilling to trenches with selected earth available at site

Per cube


Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

12 Back filling to trenches with imported material.

Per cube

1 cube earth delivered at site 640.00

Add 15% for compaction

Filling & Compaction1 1/4 days U / Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

13 Filling under floors including levelling, watering & compacting in 3" layerswith available and selected earth at site.

Per cube


Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

14 Filling under floors including levelling, watering & compacting in 3" layerswith imported selected earth.

Per cube

1 cube earth delivered at site. 640.00 Add 15% for compaction


Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

15 Cutting turf sods, loading to hand carts and transporting upto 30 yards,laying and watering for 30 days. (Royalty for turf, pegging and transport beyond 30 yards paid separately).

Per cube

Cutting turf sods, loading and transporting to site and unloading-2 1/2 days U / Sk labourer 600.00

Laying turf sods at site 1/2 day U / Sk labourer 600.00

Watering for 30 days-1 1/2 days U / Sk labourer 600.00

60 gallons water 2.25

Cost per cube


Rate per cube

NOTE:

Rate does not include for :a) Royalty for turfb) Transport of turfc) Pegs on sloping sited) Water.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

600.00

600.00

210.00

810.00

---------------------------------------------------------------------------------------------------------------------------------------------------------------

sand filling

640.00 6300

96.00 945

750.00 750.00

1,486.00 7,995.00

520.10 2,798.25

2,006.10 708.15 10,793.25

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,200.00

1,200.00

420.00

1,620.00 571.86

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

640.00 96.00 1,200.00

1,936.00

677.60

2,613.60 922.60

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,500.00

300.00

900.00 135.00

2,835.00

992.25

3,827.25

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

EARTHWORK SUPPORT

16 Earthwork support ( open planking ) in trenches up to a depth of 5'-0".

Consider trench 15'-0" long 3'-0" wide and 5'-0" deep open planking to both faces.

Total area 2/15'-0" x 5'-0" = 150 sq.ft

Per 150 sq.ft

Materials17.5 cu. ft class II timber (4 uses) 800.00 Add 5% on above for wedges.

Labour1 day carpenter 800.00 3 days U / Sk labourer 600.00

Total for 150 sq. ft

Cost per sqr


Rate per Square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

17 Earthwork support (close planking) in trenches up to 5'-0" depth.

Consyder trenches 15' 0" ie long 3' 0' wide and 5' 0" height of planking to both faces.

Total area of planking 2/15' 0" x 5' 0" ie 150 sq.ft

Per 150 sq.ft

Materials30 cu.ft class II timber (4 uses) 800.00

Add 5% on above for wedges.

Labour2 days carpenter 800.00 6 days U / Sk labourer 600.00

Total for 150 sq.ft

Cost per sqr


Rate per square

----------------------------------------------------------------------------------------------------------------------------------------

Items Description Rate ---------------------------------------------------------------------------------------------------------------------------------------------------------------

18 Earthwork support (close planking) in deep excavation in trenches up to 15'-0" depth.

Consider trench of lenth of 15'-0" width 5'-6" at top & 3'-6" at bottom.

Then area supported is 2/15' x 15' i.e 450 sq.ft

Per 450 sq.ft

Materials100 cu.ft class II timber (4 uses) 800.00 Add 5% on above for wedges.

Labour8 days carpenter 800.00


Total for 450 sq.ft

Cost per sqr


Rate per square

3,500.00 175.00

800.00 1,800.00

6,275.00

4,183.33

1,464.17

5,647.50

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6,000.00 300.00

1,600.00 3,600.00

11,500.00

7,666.67

2,683.33

10,350.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

20,000.00 1,000.00

6,400.00 12,000.00

39,400.00

8,755.56

3,064.44

11,820.00

1,272.34

Wages

Mason per day Rs. 800.00 Carpenter per day Rs. 800.00 Blacksmith per day Rs. 800.00 Tinker per day Rs. 800.00 Glazier per day Rs. 800.00 Painter per day Rs. 800.00 Plumber per day Rs. 800.00 Special Mason per day Rs. 950.00 Skilled Labourer per day Rs. 800.00 Semi skilled labour per day Rs. 700.00 Unskilled Labourer per day Rs. 600.00

Material Prices

Blasting powder per lb. Rs. 50.00 Fuse per l.ft. Rs. 25.00 Jumper Steel per lb Rs. 80.00 D.D.T. powder per lb Rs. 60.00 Earth per cube Rs. 640.00

Cement (50 Kg.) per bag Rs. 790.00 Sand per cube Rs. 4,500.00 Bricks per no. Rs. 6.50 Wirecut bricks per no. Rs. 12.00 16"x8"x8" blocks per no. Rs. 65.00 16"x8"x4" blocks per no. Rs. 38.00 1 1/2" Metal per cube Rs. 6,000.00 1" Metal per cube Rs. 7,000.00 3/4" Metal per cube Rs. 7,500.00 Rubble per Cube Rs. 3,500.00 Slaked lime per lb Rs. 35.00 Jute Hessian per sq.ft. Rs. 10.00

Wire nails. per lb. Rs. 82.00 16 mm 18" long bolts per no. Rs. 30.00 Soldering lead per lb Rs. 30.00 Clout headed nails per lb Rs. 60.00 1 1/2" Brass nails per kg. Rs. 120.00 Roofing Screws per no. Rs. 15.00 5/8" M.S. dowels per no. Rs. 12.00 M S/Tor steel per cwt. Rs. 6,600.00 Binding wire per lb. Rs. 85.00

8"x8" pressed tiles per no. Rs. 6.00 Fire wood per lb Rs. 2.00 Coloured pigment per lb. Rs. 128.00 Cotton waste per lb. Rs. 20.00 6"x6" glazed tiles per no. Rs. 15.00 White cement per lb Rs. 30.00 12"x12" terrazzo tiles per no. Rs. 35.00

G.I. Sheet 8'x4' per no. Rs. 950.00 Fibre/plastic plugs per no. Rs. 2.50 Plugs & 4" B. screws per no. Rs. 10.00 Calicut tiles per no. Rs. 10.00 Half round tiles per no. Rs. 5.00 Calicut ridge tiles per no. Rs. 25.00

Cor. Asbestos Sheet per sq.ft. Rs. 26.00 Asbestos ridges per pair Rs. 250.00 Flat asbestos sheets per sq.ft. Rs. 14.00

Spur stones per no. Rs. 30.00

Wire brush per no. Rs. 100.00 2" Brush per no. Rs. 120.00 3" Brush per no. Rs. 140.00 6" Brush per no. Rs. 250.00 6" Coir Brush per no. Rs. 60.00 Floor Brush per no. Rs. 80.00

Glass panes per sq.ft. Rs. 30.00 Brass panel pins per doz. Rs. 0.60

4" dia. E.W. pipes per l.ft. Rs. 55.00 4" dia. C.I. pipes per l.ft. Rs. 115.00 Yarn per lb. Rs. 9.50 Wood plug 6"x6"x2" per no. Rs. 10.00 3" Iron screws per no. Rs. 1.50 Lead per lb. Rs. 35.00 4" S.W. gulley per no. Rs. 550.00 4" G.I. Grating per no. Rs. 25.00 RCC cover slab 2'x2' per no. Rs. 500.00

Overhead & profit 35%

Plant Hire Rates

Concrete mixer per day Rs. 3,000.00 Vibrater per day Rs. 1,200.00

PVC pipes & fittings (1000 Type)

1/2" dia. Pipe per L.ft. Rs. 7.45 3/4" dia. Pipes per L.ft. Rs. 12.60 1" dia. Pipes per L.ft. Rs. 18.70 1 1/4" dia. Pipes per L.ft. Rs. 31.25 1 1/2" dia. Pipes per L.ft. Rs. 46.40 2" dia. Pipes per L.ft. Rs. 77.15 3" dia. Pipes per L.ft. Rs. 180.80 1/2" dia. Elbows per no. Rs. 5.66 3/4" dia. Elbows per no. Rs. 8.75 1" dia. Elbows per no. Rs. 12.10 1 1/4" dia. Elbows per no. Rs. 22.00 1 1/2" dia. Elbows per no. Rs. 42.40 2" dia. Elbows per no. Rs. 64.10 2 1/2" dia. Elbows per no. Rs. 115.00 3" dia. Elbows per no. Rs. 215.00 1/2" dia.Tees per no. Rs. 7.35 3/4" dia. Tees per no. Rs. 10.40 1" dia. Tees per no. Rs. 20.00 1 1/4" dia. Tees per no. Rs. 26.70 1 1/2" dia. Tees per no. Rs. 49.75 2" dia. Tees per no. Rs. 75.75 2 1/2" dia. Tees per no. Rs. 165.00 3" dia. Tees per no. Rs. 366.70 1/2" dia. Bends per no. Rs. 7.50 3/4" dia. Bends per no. Rs. 10.00 1" dia. Bends per no. Rs. 14.50 1 1/4" dia. Bends per no. Rs. 26.70 1 1/2" dia. Bends per no. Rs. 41.70 2" dia. Bends per no. Rs. 79.00 2 1/2" dia. Bends per no. Rs. 175.00 3" dia. Bends per no. Rs. 495.00 1/2" dia. Socket per no. Rs. 3.50 3/4" dia. Socket per no. Rs. 8.00 1" dia. Socket per no. Rs. 12.35 1 1/4" dia. Socket per no. Rs. 17.40 1 1/2" dia. Socket per no. Rs. 26.35 2" dia. Socket per no. Rs. 46.35 2 1/2" dia. Socket per no. Rs. 75.00 3" dia. Socket per no. Rs. 115.00 Solvent cement per grm Rs. 0.65 Clips & nails per no. Rs. 2.00 Clips & nails over 2" per no. Rs. 5.00

Ironmongery

Butt hinges 5"x2 1/2" per pair Rs. 180.00 Tee hinges 6"x12" per pair Rs. 350.00 Rim lock per no. Rs. 250.00 Mortice lock (Union) per no. Rs. 2,215.00 Casement stay per no. Rs. 48.00 Door closer per no. Rs. 850.00 Tower bolt per no. Rs. 73.00 Barrel bolt 4" per no. Rs. 48.00 Casement fastener per no. Rs. 34.00 Spring loaded catch per no. Rs. 30.00 Draw ring per no. Rs. 15.00 1/2" Brass screws per no. Rs. 1.00 3/4" Brass screws per no. Rs. 1.50 1 1/2" Brass screws per no. Rs. 3.60 4" Brass screws. per no. Rs. 8.50 1 1/4" Brass screws per no. Rs. 3.00 1" Brass screws per no. Rs. 2.50

Paint etc.

mould oil per litre Rs. 60.00 Bitumen per gallon Rs. 85.00 Tarnap per gallon Rs. 80.00 Wax polish per lb. Rs. 80.00 Anti-corrosive primer per litre Rs. 90.00 Turpentine per litre Rs. 72.00 Enamel per litre Rs. 321.00 Emulsion per litre Rs. 259.00 Wood primer per litre Rs. 302.00 Sand paper per no Rs. 7.00 boiled lime per bushel Rs. 125.00 salt per lb. Rs. 2.00 yellow ochre per lb. Rs. 35.00 blue per lb. Rs. 50.00 Wall primer per litre Rs. 300.00 Varnish per litre Rs. 327.00 flannel cloth per yard Rs. 90.00 Acid per gallon Rs. 100.00 Water per gallon Rs. 2.25 Wood preservative per gallon Rs. 338.00

Class 1 Timber

4"x3" frames per cu.ft Rs. 1,200.00 1 1/2" Planks per sq.ft Rs. 200.00 1" thick planks per sq.ft Rs. 150.00 Timber per cu.ft. Rs. 1,500.00 4"x2" joists per l.ft. Rs. 60.00 2"x1" timber strips per l.ft. Rs. 8.00 3"x1 1/2" Planks per sq.ft. Rs. 85.00 1/2" x 1/2" beading per l.ft. Rs. 0.75 Class 11 timber per cu.ft. Rs. 800.00 1" thick planks per sq.ft. Rs. 50.00 2" x 2" yokes. per l.ft. Rs. 15.00 2" x 1" battens. per l.ft. Rs. 3.00 4" x 2" props per l.ft. Rs. 40.00 Wedges per no. Rs. 5.00

per Rs.per Rs.

3/4" thick Planks per sq.ft. Rs. 26.00 2"x2" cove moulding per l.ft. Rs. 20.00 1 1/2" beading per l.ft. Rs. 4.00

2'-9"x 6'-9" ply. door per no. Rs. 1,200.00

Sanitary Fittings

Wash basin per no. Rs. 3,950.00 Low level suite per no. Rs. 4,500.00 Squatting pan per no. Rs. 950.00 C.I. Cistern complete per no. Rs. 1,050.00 Sink per no. Rs. 3,500.00 Bidet per no. Rs. 4,750.00 Urinal Bowls per no. Rs. 1,200.00 1/2" dia. tap per no. Rs. 690.00 Plug & Chain per no. Rs. 50.00 Wooden plugs 2" thk. per no. Rs. 2.00 L iron brackets per no. Rs. 125.00 1/2" dia stop cock per no. Rs. 250.00 Clip per no. Rs. 3.50 Spreader per no. Rs. 150.00 Rawl plugs 2" PVC per no. Rs. 3.00

Rain water goods.

6" dia. PVC gutter per length Rs. 480.00 Gutter Joiner per no. Rs. 49.00 Gutter bracket per no. Rs. 8.50 Gutter head per no. Rs. 200.00 Mitre bend per no. Rs. 141.70 End cap per no. Rs. 29.50 3 1/2" dia. Down pipe per length Rs. 360.00 3 1/2" D.P. joiner per no. Rs. 35.00 PVC Straps per no. Rs. 8.00 60/80 Elbow per no. Rs. 50.00 60/80 Shoe per no. Rs. 45.00

Machines (Rates include Fuel and Wages of operators)

CONCRETE

Preamble

Assumptions;1 Mixing concerte using a concerte mixer 14/10 cu.ft capacity and manual loading are

the basis on which the norms are worked.

2 A gang of one skilled and six unskilled labourers produce 3.00 cubes of concrete perday using a 14/10 cu.ft capacity concrete mixer. This is as per accepted practice.

3 The production of concrete is at the mixer site; transporting mixed concrete and placing same in position is paid for separately.

4 In concrete itmes 26 to 39 both inclusive , placing of concrete in columns, beams and floor slabs onthe ground floor, the labour component allowed is for the placingof concrete between the ground floor and the top of the 1st floor slab which is calledthe ground floor area. Similarly the area between the top of the 1st floor slab and thetop of the 2nd floor slab is called the 1st floor area etc.

5 NOTE:a) Water available at siteb) If water is not available at site allowance must be made for transport of Water . c) Sand - includes 15% for bulking.

---------------------------------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------19 Mixing concrete 1:3:6 (1 1/2") Grade 10

Per cube

Materials13 cwt (50 Kg bags) cement 790.00

0.53 cubes sand 4,500.00 0.92 cubes 1 1/2" metal 6,000.00 1/3 day hire of mixer 3,000.00 110 gallons water 2.25

Labour 1/3 day skilled labourer 800.00


Cost per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

20 Mixing concrete 1 : 2 1/2 : 5 (1")

Per cube

Materials

14 cwt cement (50 Kg. Bags) 790.00 0.6 cubes sand 4,500.00 0.9 cubes 1" metal 7,000.00 1/3 day hire of mixer 3,000.00 100 gallons Water 2.25



Cost per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

21 Mixing concrete 1 : 2 : 4 ( 3/4" ) Gradeb 15

Per cube

Materials18 cwt cement ( 50 Kg. Bags ) 790.00 0.5 cubes sand 4,500.00

0.88 cubes 3/4" metal 7,500.00 1/3 day hire of mixer 3,000.00 120 gallons Water 2.25



Cost per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

22 Mixing concrete 1: 1 1/2 : 3 ( 3/4") Grade 25

Per cube

Materials23 cwt cement ( 50 bags ) 790.00

0.42 cubes sand 4,500.00 0.82 cubes 3/4" metal 7,500.00 1/3 day hire of mixer 3,000.00 150 gallons water 2.25



Cost per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

23 Mixing concrete 1 : 1 : 2 ( 3/4" ) Grade 30

Per cube

Materials31 cwt cement ( 50 Kg. Bags ) 790.00

0.44 cubes sand 4,500.00 0.96 cubes 3/4" metal 7,500.00 1/3 day hire of mixer 3,000.00 200 gallons Water 2.25



Cost per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

24 2" thick cement concrete 1:3:6(1 1/2") screed in foundation at depths not exceeding 5'-0".

Per square

Materials 1/6 cube concrete 20,889.17 Add 10% for wastage

Labour 1/8 day Sk labourer 800.00 1/2 day U / Sk labourer 600.00

Cost per sqr


Rate per square

NOTE: For laying concrete more than 5'-0", add 1/6 day unskilled labourer for each additional 5'-0" or part thereof per square.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

25 3" thick cement concrete 1:3:6(1 1/2") screed in foundation at depths not exceeding 5'-0".

Per square

Materials 1/4 cube concrete 20,889.17 Add 10% for wastage

Labour 1/8 day Sk labourer 800.00

3/4 day U / Sk labourer 600.00

Cost per sqr


Rate per square

NOTE:For laying concrete at depths more than 5'-0", add 1/4 day unskilled labourer for each additional 5'-0" or part there-of per square.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

26 6" thick cement concrete floor in ( mass concrete )1:3:6(1 1/2")

Per square

Materials0.5 cubes concrete 20,889.17 Add 5% for wastage200 gallons Water 2.25

Labour 1/2 day Sk labourer 800.00

1 1/4 day U / Sk labourer 600.00

Cost per sqr


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

27 Cement concrete 1:2:4(3/4") in 4 1/2" x 6" columns in ground floor.

Consider 24 No. columns each 4 1/2" x 6" x 10'-0" i.e. 0.45 cubes.

Per 0.45 cube

Materials0.45 cubes concrete 24,433.50 Add 10% for wastage

Plant1 day hire of vibrator 1,200.00

Labour1 day mason 800.00 1 day carpenter 800.00 3 days U / Sk labourer 600.00

1 day Sk labourer ( Vibrator ) 800.00

Curing100 sq.ft Jute Hessian 10.00 170 gallons Water 2.25


Total for 0.45 cubes

Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

28 Cement concrete 1:2:4(3/4") in 6" x 6" columns in ground floor.

Consider 18 No. columns 6" x 6" each 10'-0" high i.e. 0.45 cubes.

Per 0.45 cubes



Labour1 day mason 800.00 1 day carpenter 800.00 1 day Sk labourer ( vibrator ) 800.00 3 days U / Sk labourer 600.00

Curing 80 Sf.ft Jute Hessian 10.00

140 gallons Water 2.25 1 1/2 days U / Sk labourer 600.00


Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider 8 No. 9" x 9" columns each 10'-0" high I.e. 0.45 cubes.

Per 0.45 cubes



Labour1 day mason 800.00 1 day carpenter 800.00 1 day Sk labourer ( Vibrator ) 800.00 3 days U / Sk labourer 600.00

Curing60 sq.ft Jute Hessian 10.00

100 gallons water 2.25 1/2 day U / Sk labourer 600.00


Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider 5 No. columns 12" x 12" each 10'-0" high.

Per 0.50 cubes



Labour1 day mason 800.00 1 day carpenter 800.00 1 day Sk labourer ( Vibrator ) 800.00 3 days U / Sk labourer 600.00


100 gallons water 2.25 1 1/2 days U / Sk labourer curing 600.00

Total for 0.50 cube

Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

31 Cement concrete 1:2:4(3/4") in 13 1/2" x 13 1/2" columns in ground floor.

Consider 4 No. columns 13 1/2" x 13 1/2" each 10'-0" high i.e. 0.51 cubes.

Per 0.51 cubes



Labour1 day mason 800.00 1 day carpenter 800.00 3 days U / Sk labourer 600.00 1 day Sk labourer ( vibrator.) 800.00


100 gallons water 2.25 1 1/2 days U / Sk labourer 600.00


Cost per cube


Rate per cube ---------------------------------------------------------------------------------------------------------------------------------------------------------------

32 Cement concrete 1:2:4(3/4") in 6" x 6" beam up to 1st floor level.

Consider 180 L.ft of beam 6" x 6" i.e. 0.45 cubes.

Per 0.45 cubes



Labour1 day mason 800.00 1 day carpenter 800.00 4 days U / Sk labourer 600.00 1 day Sk labourer ( vibrator ) 800.00




Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider 120 L.ft of beam 9" x 6" i.e. 0.45 cubes.

Per 0.45 cubes







Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider 80'-0" length of beam 9" x 9" i.e. 0.45 cubes.

Per 0.45 cubes






Total per 0.45 cubes

Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

35 5" thick R.C.C 1:2:4(3/4") slab in 1st floor

Consider 5" thick slab 10'-0" x 12' -0" -Volume of concrete 0.50 cube

Per 0.50 cube

Materials0.50 cube concrete 25,806.67 Add 10% for wastage


Labour1 day mason 800.00 1 day carpenter 800.00 1 day SK labourer ( vibrator ) 800.00 4 days U / Sk labourer 600.00



Total for 0.50 cube

Cost per cube


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

36 6" thick R.C.C 1:2:4(3/4") slab in 1st floor

Consider 10'-0" x 10'-0" panel = 0.50 cube

Materials0.50 cube concrete 25,806.67 Add 10% for wastage


Labour1 day mason 800.00 1 day carpenter 800.00 1 day SK labourer ( vibrator ) 800.00 4 days U / Sk labourer 600.00



Total for 0.50 cube

Cost per cube


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

37 Cement concrete 1:2:4(3/4") in 4 1/2" x 6" lintels in ground floor

Consider 240 L.ft -i.e. 0.45 cube

Materials 0.45 cube concrete 25,246.45 Add 10% for wastage





Total for 0.45 cube

Cost per cube


Rate per Cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

38 Cement concrete 1:2:4(3/4") in 9" x 9" lintels in ground floor

Consider 80 L.ft of lintel -i.e. 0.45 cube

Materials 0.45 cu.ft concrete 25,806.67 Add 10% for wastage


Labour

1 day mason 800.00 1 day carpenter 800.00 1 day Sk labourer ( vibrator ) 800.00 4 days U / Sk labourer 600.00



Total for 0.45 cube

Cost per cube


Rate per Cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider length 60'-0" of lintel = 0.45 cube






Total for 0.45 cube

Cost per cube


Rate per Cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Consider leanth of 36'-0"-i.e. 0.45 cube






Total for 0.45 cube

Cost per cube


Rate per Cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

10,270.00 2,385.00 5,520.00 1,000.00 247.50

266.67 1,200.00

20,889.17

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,060.00 2,700.00 6,300.00 1,000.00 225.00

266.67 1,200.00

22,751.67

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

14,220.00 2,250.00 6,600.00 1,000.00 270.00

266.67 1,200.00

25,806.67

---------------------------------------------------------------------------------------------------------------------------------------------------------------

18,170.00 1,890.00 6,150.00 1,000.00 337.50

266.67 1,200.00

29,014.17

---------------------------------------------------------------------------------------------------------------------------------------------------------------

24,490.00 1,980.00 7,200.00 1,000.00 450.00

266.67 1,200.00

36,586.67

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,481.53 348.15

100.00 300.00

4,229.68

1,480.39

5,710.07

---------------------------------------------------------------------------------------------------------------------------------------------------------------

5,222.29 522.23

100.00

450.00

6,294.52

2,203.08 913.49

8,497.60

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

10,444.58 522.23 450.00

400.00 750.00

12,566.81

4,398.38 1,823.76

16,965.20

---------------------------------------------------------------------------------------------------------------------------------------------------------------

10,995.08 1,099.51

1,200.00

800.00 800.00 1,800.00

800.00

1,000.00 382.50 600.00

19,477.08

43,282.41

15,148.84 20,626.23

58,431.25

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 800.00 1,800.00

800.00 315.00 900.00

20,189.30

44,865.11

15,702.79

60,567.90

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 800.00 1,800.00

600.00 225.00 300.00

19,299.30

42,887.33

15,010.57

57,897.90

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

12,623.23 631.16

1,200.00

800.00 800.00 800.00 1,800.00

400.00 225.00 900.00

20,179.39

40,358.77

14,125.57 19,232.97

54,484.34

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

13,161.40 658.07

1,200.00

800.00 800.00 1,800.00 800.00

450.00 225.00 900.00

20,794.47

40,773.47

14,270.71

55,044.19 ---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 580.65

1,200.00

800.00 800.00 2,400.00 800.00

900.00 405.00 900.00

20,398.65

45,330.33

15,865.62

61,195.95

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 2,400.00 800.00

750.00

337.50 900.00

20,761.80

46,137.33

16,148.07

62,285.40

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 2,400.00 800.00

600.00 270.00 900.00

20,544.30

45,654.00

15,978.90

61,632.90 21,778.41

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

12,903.33 1,290.33

1,200.00

800.00 800.00 800.00 2,400.00

300.00 202.50 900.00

21,596.17

43,192.33

15,117.32

58,309.65

---------------------------------------------------------------------------------------------------------------------------------------------------------------

12,903.33 1,290.33

1,200.00

800.00 800.00 800.00 2,400.00

250.00 202.50 900.00

21,546.17

43,092.33

15,082.32 6,253.77

58,174.65

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,360.90 1,136.09

1,200.00

800.00 800.00 800.00 2,400.00

100.00 202.50 900.00

19,699.49

43,776.65

15,321.83

59,098.48 20,861.76

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 800.00 2,400.00

600.00 202.50 900.00

20,476.80

45,504.00

15,926.40

61,430.40

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 800.00 2,400.00

550.00 202.50 900.00

20,426.80

45,392.89

15,887.51

61,280.40

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,613.00 1,161.30

1,200.00

800.00 800.00 800.00 2,400.00

400.00 202.50 900.00

20,276.80

45,059.56

15,770.84

60,830.40

--------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

TIMBER FORMWORK

41 Sawn timber formwork to 9" x 9" cement concrete column in ground floor.

Per Sqr.

Consider column leanth of 5'-0" contact area - 15.0 sq.ft

( A ) MAKING MOULD

18.15 sq.ft 1" thick class II timber planks 50.00 17.1 L.ft 2" x 2" class II timber in yokes. 15.00

16.12 L.ft 2" x 1" class II timber battens. 3.00 1 1/2 lbs wire nails. 82.00

1/2 day carpenter 800.00 1/2 day U / Sk labourer 600.00

Total cost

Allowing 4 uses cost of mould per use. (A)

( B ) Assembling ( Per use )Materials

12 nos. 16 mm 18" long bolts ( 20 uses) 30.00 1/2 litre mould oil 60.00 35 L.ft 4" x 2" props ( 10 uses ) 40.00


Cost of Assembling Per use (B)

( C ) Dismantling cleaning & repairing ( per use )


Cost of dismantling per use. (C)

Total cost per use ( For 15.0 sq.ft ) i.e. ( A + B + C )

Cost per Square.


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

42 Sawn timber formwork for concrete beams in ground floor.

1 ) Materials

2 ) Fabricanting

Consider 9" x 12" beam of 20'-0" long. Concrete area 55 sq.ft.

( A ) Making the mould.

60 sq.ft 1" timber planks. 50.00 24 L.ft 2" x 1" battens. 3.00 45 L.ft 2" x 2" ledgers. 15.00 30 L.ft 4" x 2" bearers at bottom of mould. 40.00

2 lbs wire nails. 82.00

1 1/2 days carpenter 800.00 2 days U / Sk labourer 600.00

Total cost of mould

Assuming 4 uses cost per useAdd 10% for repairs

Cost per use (A)

( B ) Assembling

110 L.ft 4" x 2" vertical props ( 10 uses ) 40.00 80 L.ft 2" x 2" bracing to mould & props. 15.00 50 L.ft 2" x 2" bracing to a set of props. 15.00 6 sq.ft 1" timber base plate to props. 50.00

22 Nos wedges 5.00

Cost of materials for aseembling .

Assuming an average of 6 uses.Cost of materials per use.

Add 10% of cost of materials for repairs.Total cost of materials per use. (B)

( C ) Labour & SundriesLabour

1 day carpenter 800.00 2 day U / Sk labourer 600.00

1/2 gallons mould oil 60.00 1/2 lb nails 82.00

Cost per use. (C)

( D ) Dismantling and Cleaning Labour

1/2 day carpenter 800.00 2 day U / Sk labourer 600.00

Cost of labour for dismantling per use. (D)

Total cost for making the mould assembling aligning dismantling and cleaning for 55 sq.ft per use .

1 ) Materials

2 ) Labour

( A + B+ C + D )

Cost per Square


Rate per square.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

43 Sawn timber formwork for underside of first floor slab.

Consider a slab of dismansions 20'-0" x 10'-0"

Concrete area = 2.0 sqrs.

( A ) Making panels

220 sq.ft 1" thick tongue and grooved timber planks. 50.00 121 L.ft 4" x 2" runners at 2'-0" centres. 40.00

4 lbs. wire nails. 82.00

3 days carpenter 800.00 3 days U / Sk labourer 600.00

Total cost of making panels.

Assuming 4 uses cost per use.Add 20% for repairs.

Total cost of panels per use. (A)

( B ) AssemblingMaterials

690 L.ft 4" x 2" vertical timber props. ( 10 uses. ) 40.00 66 L.ft 2" x 2" bracing for props. 15.00

122 No. wedges 5.00 33 sq.ft 1" base plates for props. 50.00

Cost of materials for assembling.

Assuming 6 uses cost of materials .For assembling per use.Add 20% of above for repairs.

Total cost of materials for assuming per use. (B)

( C ) Labour & Sundries for Assembling1 day carpenter 800.00 4 days U / Sk labourer 600.00 1 gallons molud oil for assembling 60.00 2 lbs wire nails. 82.00

1 ) Materials

2 ) labour

Total cost per use for assembling. (C)

( D ) Dismantling & CleaningLabour

1/2 day carpenter 800.00 2 days U / Sk labourer 600.00

Total cost for dismantling per use. (D)

Total cost for assembling per use for 200 sq.ft ( A + B + C + D )

Cost of formwork per square


Rate per Square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

907.50 256.50 48.36 123.00

400.00 300.00

2,035.36

508.84

18.00 30.00 140.00

200.00 150.00

538.00

200.00 150.00

350.00

1,396.84

9,312.27

3,259.29

12,571.56

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,000.00 72.00 675.00 1,200.00 164.00

1,200.00 1,200.00

7,511.00

1,877.75 187.78 2,065.53

440.00 1,200.00 750.00 300.00 110.00

2,800.00

466.67 46.67 513.33

800.00 1,200.00 30.00 41.00

2,071.00

400.00 1,200.00

1,600.00

6,249.86

11,363.38

3,977.18

15,340.56 1,649.11

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,000.00 4,840.00 328.00

2,400.00 1,800.00

20,368.00

5,092.00 1,018.40 6,110.40

2,760.00 990.00 610.00 1,650.00

6,010.00

1,001.67 200.33 1,202.00

800.00 2,400.00 60.00 164.00

3,424.00

400.00 1,200.00

1,600.00

12,336.40

6,168.20

2,158.87

8,327.07

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

STEEL REINFORCEMENTS

44 Mild steel / Tor steel reinforcement to lintels, slabs, beams or columns bent to shape laid in position and tied with G . I . wire as directed.

Materials1 cwt M. S./ Tor steel rods including 6,600.00

transport to site. Allow 15% for wastage

1 1/2 lbs 16 BWG binding wire 85.00 Add 1.50% of steel cost for spacers or chairs.

Labour1 day blacksimth 800.00 1 day U / Sk labourer 600.00

Cost per cwt


Rate per cwt

-----------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6,600.00

990.00

127.50 99.00

800.00 600.00

9,216.50

3,225.77

12,442.28 248.85 19,409.95 248.85

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

BRICKWORK

45 Brick work in cement & sand 1:5 in foundation up to D. P. C. level.

Per cube

Materials1450 bricks 6.50 Add 5% wastage

4 cwt cement ( 50 Kg bags ) 790.00 0.25 cubes sand 4,500.00 150 gallons water 2.25

Labour3 days mason 800.00 4 days U / Sk labourer 600.00

Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

46 Brick work in cement & sand 1:8 in foundation up to D. P. C. level.

Per cube

Materials1450 Nos. bricks 6.50 Add 5% wastage2 1/3 cwt cement ( 50 Kg bags ) 790.00 3/8 cubes sand 4,500.00 150 gallons water 2.25


Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

47 Brick work in cement and sand 1:5 in 4 1/2" thick walls in ground floor

Per square

Materials550 Nos. bricks 6.50 Add 5% wastage1.3 cwt cement ( 50 Kg bags ) 790.00

1/10 cubes sand 4,500.00 50 gallons water 2.25

Labour1 1/2 days mason 800.00

2 days U / Sk labourer 600.00 Scaffolding - Add 5% of labour cost

Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

48 9" thick brick wall in cement & sand 1:5 in ground floor

Per square

Materials1090 Nos. bricks 6.50 Add 5% for wastage

3 cwt cement ( 50 Kg bags ) 790.00 0.2 cubes sand 4,500.00 115 gallons water 2.25

Labour2 1/4 days mason 800.00 3 3/4 days U / Sk labourer 600.00

Scaffolding - Add 3% of labour cost

Total per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

49 Brickwork 13 1/2" thick in cement & sand 1:5 in superstructure in ground floor

Per square

Materials1630 Nos. bricks 6.50 Add 5% for wastage

4.5 cwt cement ( 50 Kg bags ) 790.00 0.3 cubes sand 4,500.00 170 gallons water 2.25



Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

50 9" thick brick wall in cement & sand 1:5 in superstructure in ground floor

Per square ( i.e 0.75 cubes )

Materials1090 Nos. bricks 6.50 Add 5% for wastage1.75 cwt cement ( 50 Kg bags ) 790.00 0.3 cubes sand 4,500.00 115 gallons water 2.25

Labour2 1/4 days mason 800.00 3 days U / Sk labourer 600.00


Total per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

51 4 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor

( Facing to brickwork measured separately )

Per square

Materials550 Nos. wire cut bricks 12.00 Add 2% for wastage1.2 cwt cement ( 50 Kg bags ) 790.00

0.08 cubes sand 4,500.00


Labour1 1/2 days mason 800.00 2 days U / Sk labourer 600.00


Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

52 9" thick brick in cement & sand 1:5 with wire cut bricks


Per square

Materials1080 Nos. wire cut bricks 12.00 Add 4% for wastage2.5 cwt cement ( 50 Kg bags ) 790.00

0.18 cubes sand 4,500.00 100 gallons water 2.25



Total per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

53 13 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor


Per square

Materials1630 Nos. wire cut bricks 12.00 Add 2% for wastage4.5 cwt cement ( 50 kg bags ) 790.00 0.3 cubes sand 4,500.00




Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

54 Extra over for facing including raised pointing 1 / 8" thick in cement and sand 1:1 mixture in ground floor

( Facing to brick work measured separately )

Per square

Materials0.5 cwt cement ( 50 Kg bags ) 790.00 1 cu.ft sand 4,500.00

1/10 gallons acid 100.00 10 gallons water 2.25

Labour5 days mason 800.00


Total per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

55 3" thick brick paved floor in lime sand mortar 2 : 5 in ground floor

Per square

Materials350 Nos. bricks 6.50 1.2 cwt slaked lime 35.00


Labourer1 1/4 days mason 800.00


Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

56 Steps 1'-11/2" x 0'-6" in brick in cement and sand 1:5 with 1/2" thick cementand sand 1:2 rendering including necessary excavation.

Per 10 L.ft

Materials120 Nos. bricks 6.50 0.5 cwt cement ( 50 Kg bags ) 790.00


Labour 1/2 day mason 800.00 1/2 day U / Sk labourer 600.00

Total for 10 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

57 Brick drains in cement and sand 1 : 5, 9" wide and 6" - 9" average depth including cement rendering 1/2" thick 1:2 to exposed faces with 1'-6" ramp including necessary excavation.

Per 10 L.ft

Materials140 Nos bricks 6.50 0.8 cwt cement ( 50 kg bags ) 790.00



Total for 10 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

58 Brick drains in cement and sand 1 : 5, 9" wide and 6" - 9" average depth including cementrendering 1/2" thick 1:2 to exposed faces without ramp including necessary excavation.

Per 10 L.ft

Materials110 bricks 6.50 0.7 cwt cement ( 50 Kg bags ) 790.00




Total for 10 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

HOLLOW BLOCKWORK

59 8" thick Hollow blockwork in cement and sand mortar 1 : 5 in ground floor( Cavities unfilled )

Per square10'-0" x 10'-0" area ( size of each block 16" x 8" x 8" )

Materials112 Nos Hollow cement block 65.00

Allow 5% for wastage0.75 cwt cement ( 50 Kg bags ) 790.00 0.06 cubes sand 4,500.00


2 1/2 days U / Sk labourer 600.00 Add 3% for Scaffolding

Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

60 4" thick Hollow block masonry in cement and sand mortar 1 : 5 with cavities unfilled

Per square10'-0" x 10'-0" area ( size of each block 16" x 8" x 4" )

Materials112 Nos. Hollow cement block 38.00

Allow 5% for wastage0.4 cwt cement ( 50 Kg bags ) 790.00

0.03 cubes sand 4,500.00


Add 5% for Scaffolding

Total per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

9,425.00 471.25 3,160.00 1,125.00 337.50

2,400.00 2,400.00

19,318.75

6,761.56

26,080.31

---------------------------------------------------------------------------------------------------------------------------------------------------------------

9,425.00 471.25 1,843.33 1,687.50 337.50

2,400.00 2,400.00

18,564.58

6,497.60

25,062.19

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,575.00 178.75 1,027.00 450.00 112.50

1,200.00 1,200.00 120.00

7,863.25

2,752.14

10,615.39

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,085.00 354.25 2,370.00 900.00 258.75

1,800.00 2,250.00 121.50

15,139.50

5,298.83

20,438.33 2,197.12

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

10,595.00 529.75 3,555.00

1,350.00 382.50

2,800.00 3,300.00 122.00

22,634.25

7,921.99

30,556.24

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,085.00 354.25 1,382.50 1,350.00 258.75

1,800.00 1,800.00 108.00

14,138.50

4,948.47

19,086.98

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6,600.00 132.00 948.00 360.00 67.50

1,200.00 1,200.00 120.00

10,627.50

3,719.62

14,347.13

---------------------------------------------------------------------------------------------------------------------------------------------------------------

12,960.00 518.40 1,975.00 810.00 225.00

1,800.00 2,250.00 121.50

20,659.90

7,230.97

27,890.87 2,998.27

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

19,560.00 391.20 3,555.00 1,350.00 337.50

3,000.00 3,300.00 126.00

31,619.70

11,066.90

42,686.60

---------------------------------------------------------------------------------------------------------------------------------------------------------------

395.00 4,500.00 10.00 22.50

4,000.00 2,100.00

11,027.50

3,859.62

14,887.13

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,275.00 42.00 495.00 101.25

1,000.00 1,500.00

5,413.25

1,894.64

7,307.89

---------------------------------------------------------------------------------------------------------------------------------------------------------------

780.00 395.00 225.00 33.75

400.00 300.00

2,133.75

213.38

74.68

288.06

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

910.00 632.00 225.00 45.00

1,000.00 750.00

3,562.00

356.20

124.67

480.87

---------------------------------------------------------------------------------------------------------------------------------------------------------------

715.00 553.00 180.00 33.75

800.00 750.00

3,031.75

303.18

106.11

409.29

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,280.00 364.00 592.50 270.00

1,200.00 1,500.00

81.00

11,287.50

3,950.62

15,238.13

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,256.00 212.80 316.00 135.00

800.00 1,200.00 100.00

7,019.80

2,456.93

9,476.73

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

RUBBLE MASONRY

61 Random Rubble masonry in cement motar 1 : 5 in foundation

Per cube ( 14" thick )

Materials1.3 cubes 6" - 9" rubble 3,500.00

7.25 cwt cement ( 50 Kg bags ) 790.00 0.3 cube sand 4,500.00 100 gallons water 2.25


Cost per cube


Rate per cube

---------------------------------------------------------------------------------------------------------------------------------------------------------------

62 Random Rubble masonry in cement motar 1 : 5 in supersturcture

Per cube ( 14" thick )

Materials1.3 cubes 6" - 9" rubble 3,500.00

7.25 cwt cement ( 50 Kg bags ) 790.00 0.3 cube sand 4,500.00 100 gallons water 2.25


7 days U / Sk labourer 600.00 Add 3% for Scaffolding

Cost per cube


Rate per cube


---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,550.00 5,727.50 1,350.00 225.00

3,200.00 3,600.00

18,652.50

6,528.38

25,180.88 8,888.85

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,550.00 5,727.50 1,350.00 225.00

3,600.00 4,200.00 234.00

19,886.50

6,960.28

26,846.78

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

TILE WORKS

63 Pressed floor tiles bedded in 1/2" cement mortar 1 : 2 and pointing in neat cement in ground floor.

Per square

Materials225 Nos. pressed tiles 8" x 8" 6.00 Add 5% for wastage1 1/4 cwt cement ( 50 Kg bags ) 790.00 0.07 cube sand 4,500.00 1/4 lb wax polish 80.00 1/4 lb coloured pigment 128.00

2 lbs cotton waste 20.00

Labour4 days Special mason 950.00 4 days U / Sk labourer 600.00

1/2 day U / Sk labourer for polishing 600.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

WALL TILING & TERRAZZO TILES

64 Glazed tiles fixed to walls including bedding in cement mortar 1 : 2 and raking inground floor. (Specials measured separately ).

Per square

Materials400 Nos galzed tiles 6" x 6" 15.00 Add 10% for wastage on cutting 2 1/2 cwt cement ( 50 Kg bags ) 790.00 0.11 cube sand 4,500.00

1 lb white cement 30.00

Labour4 days Special mason 950.00 4 days U / Sk laboruer 600.00

1/4 day U / Sk laboruer for cleaning 600.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

65 Terrazzo floor tiles on 1/2" thick cement and sand 1 : 2 in ground floor

Per square

Materials100 Nos 12" x 12" terrazzo tiles 35.00 Add 5% for wastage1 1/4 cwt cement ( 50 kg bags ) 790.00 0.07 cubes sand 4,500.00

2 lbs Coloured pigment 128.00 1/2 lb wax polish 80.00

2 lb cotton waste 20.00

Labour4 days Special mson 950.00 3 days U / Sk labourer 600.00

1/2 day U / Sk labourer ( polishing ) 600.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,350.00 67.50 987.50 315.00 20.00 32.00 40.00

3,800.00 2,400.00 300.00

9,312.00

3,259.20

12,571.20

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

6,000.00 600.00 1,975.00 495.00 30.00

3,800.00 2,400.00 150.00

15,450.00

5,407.50

20,857.50 2,242.18

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,500.00 175.00 987.50 315.00 256.00 40.00 40.00

3,800.00 1,800.00 300.00

11,213.50

3,924.73

15,138.23

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

ROOF WORK

66 Timber framework for calicut pattern tile hip roof in single storey building consisting of wall plate, beam, ridge plate, rafters etc. (Preservative treatment to be measured separately.)

Per 6.00 square

Materials34 cu.ft class 1 timber 1,500.00

Add 10% for wastage660 l.ft 2" x 1" reepers 8.00 Add 5% for wastage

8 lbs wire nails 6" long 82.00 2 lbs wire nails 2" long 82.00


Total per 6.00 squares

Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

67 Roof covering with calicut pattern clay tiles in single storeyed building (Timber frame work & ridge covering measured separately)

Per 6.00 squares

Materials750 nos. tiles 10.00


Cost per 6.00 squares.

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

68 Timber framework for corrugated asbestos sheet roof in single storeyed building.

Per 3.60 sqrs.

Materials13 1/4 cu.ft timber purlins 1,500.00 Add 10% for wastage

Labour2 1/2 days carpenter 800.00



Total per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

69 Roof covering with corrugated asbestos sheets ( Timber frame work & ridge covering measured separately )

Per 3.60 squares

Materials420 sq.ft asbestos corrugated sheets. 26.00 72 Nos. roofing screws and washers. 15.00


Total per 3.60 squares.

Cosr per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

70 One layer half round clay tiles over corrugated asbestos roof covering

Per square

Materials650 Nos half round clay tiles 5.00

Labour2 days U / Sk labourer 600.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

71 Asbestos close fittings ridging fixed complete with roofing screws or bols ( hook )

Per 13' - 4" length

Materials4 pairs ridges 3' - 8" long 250.00

16 nos. roofing screws or bolts 15.00

Labour 1/4 day carpenter 800.00 1/4 day U / Sk labourer 600.00

Tota per 13' - 4" ridging

Cost per L.ft


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

72 Ridging covering with calicut pattren ridge tiles bedded in cement lime mortar 1 : 1 : 4

Per 12 L.ft ridging

Materials9 nos. ridge tiles 25.00

1/3 cwt cement ( 50 Kg bags ) 790.00 0.02 cube sand 4,500.00 15 lbs slaked lime 35.00

1/2 lb colouring powder 128.00


Total per 12 L.ft ridging

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

73 3/4" x 9" high valance board fixed with brass screws to ends of rafters ( for tile roofing )

Per 100 L.ft

Materials75 sq.ft 1" thick planks 150.00

Add 5% for wastage70 Nos. 1 1/2" brass screws 3.60


Add 5% for scaffolding

Total per 100 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

74 3/4" x 9" high valance board fixed with brass screws at 2'-0" centres to sides of rafters.

Per 100 L.ft

Materials75 sq.ft 1" thick planks 150.00

Add 5% for wastage50 Nos. 1 1/2" brass screws 3.60



Total per 100 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

51,000.00 5,100.00 5,280.00 264.00 656.00 164.00

5,600.00 4,800.00

72,864.00

12,144.00

4,250.40

16,394.40 1,764.74

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,500.00

2,400.00 1,800.00

11,700.00

1,950.00

682.50

2,632.50

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

19,875.00 1,987.50

2,000.00 1,800.00

25,662.50

7,128.47

2,494.97

9,623.44

---------------------------------------------------------------------------------------------------------------------------------------------------------------

10,920.00 1,080.00

800.00 1,200.00

14,000.00

3,888.89

1,361.11

5,250.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,250.00

1,200.00

4,450.00

1,557.50

6,007.50

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,000.00 240.00

200.00 150.00

1,590.00

119.28

41.75

161.03

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

225.00 263.33 90.00 525.00 64.00

175.00 100.00

1,442.33

120.19

42.07

162.26

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,250.00 562.50 252.00

2,100.00 1,200.00 165.00

15,529.50

155.30

54.35

209.65

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

11,250.00 562.50 180.00

2,100.00 1,200.00 165.00

15,457.50

154.58

54.10

208.68

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

ROOF PLUMBING

75 18 B.W.G.( 1.2 mm ) galvanised iron sheet valley gutter 3'-0" girth overall once bent withend laps not less than 9" width including 3/4" tongued and grooved planks laid to slope and profile on timber and profile on members.

Consider 15'-0" L.ft

Materials2 no. G.I. sheet ( 8' x 4' ) 2,500.00

1/4 gal wood preservative 338.00 0.1 cwt cememnt ( 50 Kg bags ) 605.00

0.05 cwt slaked lime 35.00 1 cu.ft sand 6,500.00

50 sq.ft planks 26.00 2 lbs 1 1/2" wire nails 45.00

Labour

Fixing boarding and applying wood preservative1 day carpenter 700.00 1 day U / Sk labourer 400.00

Making and fixing G.I. Sheets 1/2 day tinker 700.00 1/2 day U / Sk labourer 400.00

Building sides 1/4 day mason 700.00 1/2 day U / Sk labourer 400.00

Total per 15.00 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

76 18 B.W.G. ( 1.2 mm ) galvanised iron flashing 1'-6" girth overall 3 times bent with end laps notless than 6", lead soldered, turned and tucked up to not less than 6" in to chase cut in wall and pointed in cement morter 1:2 lower end dressed over roof covering not less than 1'-0" wide.

Consider 15' 0" L.ft

Materials1 no. G.I. sheet ( 8' x 4' ) 2,500.00

0.05 cwt cememnt ( 50 Kg bags ) 605.00 1 cu.ft sand 65.00

1 lbs soldering lead 30.00

Labour

Cutting bending , soldering & fixing 1/2 day tinker 700.00 1/8 day mason ( caulking ) 700.00 3/4 day U / Sk labourer 400.00

Building sides 1/4 day mason 700.00 1/2 day U / Sk labourer 400.00


Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

5,000.00 84.50 60.50 1.75 65.00 1,300.00 90.00

700.00 400.00

350.00 200.00

175.00 200.00

8,626.75

575.12

201.29

776.41

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,500.00 30.25 65.00 30.00

350.00 87.50 300.00

175.00 200.00

3,737.75

249.18

87.21

336.40

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

CEILING WORK

77 Timber framework for 4'-0" x 4'-0" flat asbestos ceiling ( sheet measured separately ), comprising of 4" x 2" joists and 2" x 2" bearers in class I timber.

Per 1.95 square

Materials8 cu.ft timber class I 1,500.00 1 lb 2" nails 45.00

26 Nos. fiber / plastic plugs 2.50 25 lbs cement 605.00 2 cu.ft sand 6,500.00

1/4 use 2" brush 175.00 1/3 gal tarnap 90.00

Labour2 1/2 days carpenter 700.00 1/2 day mason 700.00

1 1/2 days U / Sk labourer 400.00 Add 5% for scaffolding


Cost per square


Rate per sqrare

---------------------------------------------------------------------------------------------------------------------------------------------------------------

78 Horizontal ceiling lining using 4' 0" x 4' 0" flat asbestos cement sheet fixed with and including beading and cove mouldings on timber framework.(Timber framework & painting measured separately)

Per 1.95 square

Materials210 sq.ft flat asbestos sheets 16.00 60 l.ft 2" x 2" Halmilla cove mouldings 20.00

125 l.ft 1/2" x 1 1/2" Halmilla beadings 4.00 1/4 lb 1/4" clout headed nails 75.00 96 nos 1 1/2" brass screws 4.50

Labour1 1/2 days carpenter 700.00

2 days U / Sk labourer 400.00 Add 5% for scaffolding

Total for 1.95 squares

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

79 3/4" thick tongued and grooved Lunumidella ceiling boards fixed horizontal on 4" x 2" class I timber Joists at 2'-0" centres with 1 1/2" brass nails.

Consider room 15'-0" x 13'-0" i.e. 1.95 squares

Materials115 l.ft 4" x 2" timber joists 65.00 215 sq.ft 6" x 3/4" Lunumidella ceiling planks. 46.00

3 lbs cement 605.00 4 cu.ft sand 6,500.00 4 Kg 1 1/2" brass nails 120.00

LabourMaking holes, fixing joints & making good -

1 day mason 700.00 1 day carpenter 700.00 3 days U / Sk labourer 400.00

Fixing ceiling boards3 days carpenter 700.00 4 days U / Sk labourer 400.00



Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

80 3/4" x 6" wide tongued and grooved Lunumidella ceiling boards fixed to underside of roof rafters, (existing) with 1 1/2" brass nails including levelling with timber strips where necessary.

Consider room 15'-0" x 12'-0" = 1.80 squares.

Materials220 sq.ft ceiling planks 46.00 40 l.ft 2" x 1/4" timber strips 8.00 2 Kg 3/4" nails 45.00 4 Kg 1 1/2" brass nails 120.00



Total per 1.80 sqrs.

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

### 45.00 65.00 137.50 130.00 43.75 30.00

1,750.00 350.00 600.00 135.00

###

7,839.10

2,743.69

###

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,360.00 1,200.00 500.00 18.75 432.00

1,050.00 800.00 92.50

7,453.25

3,822.18

1,337.76

5,159.94

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,475.00 9,890.00 16.50 260.00 480.00

700.00 700.00 1,200.00

2,100.00 1,600.00 111.00

###

###

4,403.27

###

---------------------------------------------------------------------------------------------------------------------------------------------------------------

### 320.00 90.00 480.00

2,100.00 2,400.00 135.00

###

8,691.67

3,042.08

###

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

DOORS & WINDOWS

81 Door single hung 3'-3" x 7'-0" high overall with frame having 1 1/4" thick sash and 3 3/4"x 2 3/4" timber frame (glazing, ironmongery & painting measured separately)

Per 22.75 square feet ( 3'-3" x 7'-0" )

Materials

a) Frame -1 1/2 cu.ft 4" x 3" timber 1,200.00

2 No. spur stones 30.00 6 No. fiber/plastic plugs with 4" long brass screws 10.00 2 No. 5/8" mild steel dowels 4" long 12.00

b) Sash -14 sq.ft 1 1/2" planks 200.00 5 sq.ft 1" planks 150.00



Total per 22.75 sq.ft

Cost per sq.ft.


Rate per square foot

---------------------------------------------------------------------------------------------------------------------------------------------------------------

82 Door glazed and panelled double hung 4'-0" x 7'-0" high overall with frame including 1 1/4" thick sash and 3 3/4" x 2 3/4" frame (Glazing, ironmongery & painting measured separately)

Per 28.00 square feet ( 4'-0" x 7'-0" )

Materials

a) Frame -1 2/3 cu.ft 4" x 3" timber 1,200.00

2 No. spur stones 30.00 6 No. fiber / plastic plugs with 4" long screws 10.00 2 No. 5/8" dia mild steel dowels 4" long 12.00

b) Sashes -16 sq.ft 1 1/2" planks 200.00 7 sq.ft 1" planks 150.00



Cost per sq.ft.




---------------------------------------------------------------------------------------------------------------------------------------------------------------

83 Plywoood door single hung 3'-1 1/2" x 6'-11 1/2" overall with frame having 1 1/4" thick sash and 3 1/4" x 2 1/4" frame . ( Iron-mongery and painting measrued separately ).

Per 21.75 square feet ( 3'-1 1/2" x 6'-11 1/2" )

Materials

a) Frame - 1.8 cu.ft 4" x 3" timber 1,200.00 2 No. spur stones 30.00 6 No. fiber/plastic plugs with 4" long brass screws 10.00

b) Sash - 1 No. 6'-9" x 2'-9" plywood sash 1,200.00

Labour 3/4 day carpenter 700.00 3/8 day U / Sk labourer 400.00 1/4 day mason ( fixing frame ) 700.00 1/4 day U / Sk labourer ( - do - ) 400.00

Total per 21.75 square feet

Cost per sq.ft.


Rate per square feet

---------------------------------------------------------------------------------------------------------------------------------------------------------------

84 Door ledged, braced and battened single hung 2'-6" x 6'-6" overall, with framehaving 7/8" thick tongued & grooved planks and 3 3/4" x 2 3/4" frame.(Ironmongery & painting measured separately)

Per 16.25 square feet ( 2' 6" x 6' 6" )

Materials

a) Frame - 1.7 cu.ft 4" x 3" timber 1,200.00

2 No. spur stones 30.00 6 No. fiber/plastic plugs with 4" long brass screws 10.00 2 No. 5/8" mild steel dowels 4" long. 12.00

b) Sash - 21 sq.ft 1" thick planks 150.00 3 doz 1 1/4" long brass screws. 3.00

Labour2 1/4 day carpenter 700.00

1 day U / Sk labourer 400.00 1/4 day mason ( fixing frame ) 700.00 1/4 day U / Sk labourer ( - do - ) 400.00

Total per 16.25 square feet

Cost per sq.ft.


Rate per square feet


---------------------------------------------------------------------------------------------------------------------------------------------------------------

85 Window, glazed 7'-0" x 4'-0" high overall with frame comprising 3 No.openable sashes and 3 3/4" x 2 3/4" frame and mullions.

( Glazing, ironmongery and painting measured separately )

Per window 7'-0" x 4'-0" ( sashes ) i.e. per 28 sq.ft.

Materials

a) Frame - 3.2 cu.ft 4" x 3" timber 1,200.00 4 No fiber/plastic plugs with 4" long brass screws 10.00

b) Sashes - 9.25 sq.ft 3" x 1 1/2" timber 85.00


2 1/2 days U / Sk labourer 400.00 1/2 day mason ( fixing frame ) 700.00 1/2 day U / Sk labourer ( - do - ) 400.00


Cost per sq.ft.



---------------------------------------------------------------------------------------------------------------------------------------------------------------

86 1/6" clear sheet glass panes exceeding 1 but not exceeding 4 square feetcut and fixed with timber beadings to doors and windows.

Consider sash 3'-0"x4'-0" high with 3" x 1 1/4" stile and 4 Nos. glass panes.

Per 9.00 sq.ft

Materials9 sq.ft glass panes 30.00

30 L.ft 1/2" x 1/2" beading 0.75 4 doz brass panel pins 0.60

Labour 1/2 day glazier 700.00 1/2 day U / Sk labourer 400.00


Cost per sq.ft.


Rate per sqaure foot


---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,800.00 60.00 60.00 24.00

2,800.00 750.00

3,500.00 600.00

9,594.00

421.71

147.60

569.31

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,000.00 60.00 60.00 24.00

3,200.00 1,050.00

4,200.00 800.00

###

406.93

142.42

549.35

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,160.00 60.00 60.00

1,200.00

525.00 150.00 175.00 100.00

4,430.00

203.68

71.29

274.97

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,040.00 60.00

60.00 24.00

3,150.00 108.00

1,575.00 400.00 175.00 100.00

7,692.00

473.35

165.67

639.03

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,840.00 40.00

786.25

4,200.00 1,000.00 350.00 200.00

###

372.01

130.20

502.21

---------------------------------------------------------------------------------------------------------------------------------------------------------------

270.00 22.50 2.40

350.00 200.00

844.90

93.88

32.86

126.74

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

IRONMONGARY

87 Butt hinges 5" x 2 1/2"

Per Pair.

Materials1 1/2 pairs butt hinges 180.00

24 nos 3/4" brass screws 1.50


Per 1 1/2 pairs

Cost per pair


Rate per pair

---------------------------------------------------------------------------------------------------------------------------------------------------------------

88 Tee hinges 6" x 12"

Per Pair.

Materials1 pair Tee hinges 350.00

24 nos 3/4" iron screws 1.50

Labour 1/4 day carpenter 800.00 1/4 day U / Sklabourer 600.00

Cost per pair


Rate per pair

---------------------------------------------------------------------------------------------------------------------------------------------------------------

89 Rim lock

Per No.

Materials1 No rim lock with screws 250.00

Labour 1/4 day carpenter 800.00

1/4 day U / Sklabourer 600.00

Cost per no.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

90 Mortice lock

Per No.

Materials1 No mortice lock with screws 2,215.00

Labour 1/2 day carpenter 800.00 1/2 day U / Sklabourer 600.00

Cost per no.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

91 Casement stays.

Per No.

Materials4 Nos csaement stays 48.00

16 Nos 1/2" brass screws 1.00


Total for 4 nos.

Cost per no.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

92 Door closer ( Hydraulic )

Per No.

Materials1 No door closer 850.00 8 Nos 3/4' brass screws 1.50


Cost per no.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

93 Tower / Skeleton brass bolts.

Per No.

Materials1 No Tower / Skeleton bolt 73.00


Labour 1/2 hr carpenter 800.00 1/2 hr U / Sk labourer 600.00

Cost per no.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------94 Barrel bolt 4"

Per No.

Materials1 No barrel bolt 48.00 8 Nos 1/2' brass screws 1.00

Labour 1/2 hr carpenter 800.00 1/2 hr U / Sk labourer 600.00

Cost per no.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

95 Casement fasteners.

Per No.

Materials6 Nos casement fasteners 34.00



Total per 6 Nos.

Cost per no.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

96 Spring loaded fanlight catches

Per No.

Materials6 Nos brass fanlight catches 30.00



Total per 6 Nos.

Cost per no.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------97 Draw rings

Per No.

Materials6 Nos draw rings 15.00



Total per 6 Nos.

Cost per no.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

270.00 36.00

175.00 100.00

581.00

387.33

135.57

522.90

---------------------------------------------------------------------------------------------------------------------------------------------------------------

350.00 36.00

200.00 150.00

736.00

257.60

993.60

---------------------------------------------------------------------------------------------------------------------------------------------------------------

250.00

200.00 150.00

600.00

210.00

810.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,215.00

400.00 300.00

2,915.00

1,020.25

3,935.25

---------------------------------------------------------------------------------------------------------------------------------------------------------------

192.00 16.00

200.00 150.00

558.00

139.50

48.82

188.33

---------------------------------------------------------------------------------------------------------------------------------------------------------------

850.00 12.00

200.00 150.00

1,212.00

424.20

1,636.20

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

73.00 10.00

400.00 300.00

783.00

274.05

1,057.05

---------------------------------------------------------------------------------------------------------------------------------------------------------------

48.00 8.00

50.00 37.50

143.50

50.22

193.73

---------------------------------------------------------------------------------------------------------------------------------------------------------------

204.00 24.00

400.00 300.00

928.00

154.67

54.13

208.80

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

180.00 24.00

400.00 300.00

904.00

150.67

52.73

203.40

---------------------------------------------------------------------------------------------------------------------------------------------------------------

90.00 12.00

200.00 150.00

452.00

75.33

26.37

101.70

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

PLASTERWORKS.

98 3/4" thick DPC, in cement sand 1:2 finished with 2 coats hot tar and blinded with sand.

Per square

Materials2.25 cwt cement ( 50 Kg bags ) 605.00 0.11 cube sand 5,600.00 1 1/2 gals bitumen 85.00

10 lbs Firewood 2.00 10 gallons water 2.25


Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

99 3/4" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty.

Per square

Materials1.3 cwt slaked lime 35.00

0.07 cube sand 6,500.00 10 gallons water 2.25

Labour1 day mason 700.00


Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

100 5/8" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty.

Per square

Materials1.4 cwt cement ( 50 Kg bags ) 605.00




Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

101 3/8" thick plastering to soffit of slab in cement and sand 1 : 3 including floating with lime putty.

Per square


0.16 cwt salked lime 35.00 0.03 cube sand 6,500.00


Labour2 1/2 days mason 700.00 2 1/2 days U / Sk labourer 400.00 Add 3% for scaffolding

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

102 3/8" thick plastering to sides and soffit of beams in cement and sand 1 : 3 including floating with lime putty.

Per Sqr.

Materials

0.8 cwt cement ( 50 Kg bags ) 605.00 0.16 cwt salked lime 35.00 0.03 cube sand 6,500.00




Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

103 5/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finished semi rough with wooden floating.

Per square

Materials0.8 cwt cement ( 50 Kg bags ) 605.00 0.4 cwt salked lime 35.00



1 1/4 days U / Sk labourer 400.00 Add 3% for saffolding

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

104 5/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finishedsmooth with lime putty floating.

Per square

Materials0.8 cwt cement ( 50 Kg bags ) 605.00 0.6 cwt salked lime 35.00




Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

105 1/2" thick rendering in cement and sand 1 : 3 finished smooth.

Per square

Materials1.07 cwt cement ( 50 Kg bags ) 605.00 0.05 cube sand 6,500.00 10 gallons water 2.25


1 1/2 days U / Sk labourer 400.00 1/4 day U / Sk labourer ( curing ) 400.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

106 1/2" thick rendering in cement and sand 1 : 2 in floors, finished smooth.

Per square




1 1/2 days U / Sk labourer 400.00 1/4 day U / Sk labourer ( curing ) 400.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

107 3/4" thick rendering in cement and sand 1 : 3 finished smooth.

Per square



2 days U / Sk labourer 400.00 1/4 day U / Sk labourer ( curing ) 400.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

108 3/4" thick rendering in cement and sand 1 : 2 in floors finished smooth.

Per square




Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

109 3/4" thick rendering in cement and sand 1 : 2 in coloured cement floors finished smooth.

Per square

Materials

2.25 cwt cement ( 50 Kg bags ) 605.00 0.05 cube sand 6,500.00

5 lbs powder pigment 2.25 10 gallons water



Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

110 1/2" x 6" skirting in cement and sand 1:3 projected or flush to walls finished with floating including forming groove.

Per 10 L.ft


0.003 cube sand 6,500.00 0.25 lbs powdered pigment 2.25

Labour 3/8 days mason 700.00

5/16 days U / Sk labourer 400.00

Total per 10 L.ft

Cost per L.ft.


Rate per L.ft

NOTE:Where coloured skirting is not required , delete provision for powdered pigment.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,361.25 616.00 127.50 20.00 22.50

875.00 1,000.00

4,022.25

1,407.79

5,430.04 583.73

---------------------------------------------------------------------------------------------------------------------------------------------------------------

45.50 455.00 22.50

700.00 700.00 42.00

1,965.00

687.75

2,652.75

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

847.00 390.00 22.50

700.00 600.00 39.00

2,598.50

909.47

3,507.98

---------------------------------------------------------------------------------------------------------------------------------------------------------------

484.00 5.60 195.00 11.25

1,750.00 1,000.00 82.50

3,528.35

1,234.92

4,763.27 512.05

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

484.00 5.60 195.00 11.25

1,400.00 800.00 66.00

2,961.85

1,036.65

3,998.50

---------------------------------------------------------------------------------------------------------------------------------------------------------------

484.00 14.00 455.00 22.50

700.00 500.00 36.00

2,211.50

774.03

2,985.53 320.94

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

484.00 21.00 455.00 22.50

700.00 500.00

36.00

2,218.50

776.47

2,994.98 321.96

---------------------------------------------------------------------------------------------------------------------------------------------------------------

647.35 325.00 22.50

700.00 600.00 100.00

2,394.85

838.20

3,233.05

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

907.50 325.00 22.50

700.00 600.00 100.00

2,655.00

929.25

3,584.25

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,058.75 520.00 22.50

875.00 800.00 100.00

3,376.25

1,181.69

4,557.94

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,361.25 520.00 22.50

875.00 800.00 100.00

3,678.75

1,287.56

4,966.31

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,361.25

325.00 11.25

875.00 800.00 100.00

3,472.50

1,215.38

4,687.88

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

60.50 19.50 0.56

262.50 125.00

468.06

46.81

16.38

63.19 207.26

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

PAINTING & DECORATING

111 Prepare and apply one coat of preservative (oil type) to structural timberincluding touching up cut ends etc. after fixing.

Per square

Materials2.75 ltr. Wood preservative (oil type) 338.00 1/10 use 3" brush 140.00

Labour 3/4 day painter 800.00 1/2 day U / Sk labourer 600.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

112 Prepare surface of steel truss and apply two coats of anticorrosive primer.

Consider one square

Materials2 1/4 ltr anti - corrosive primer 90.00 0.15 ltr mineral turpentine or thinner 72.00

1 No. wire brush 100.00 1/8 use 2" brush 120.00

Labour1 1/2 days painter 800.00 1 1/2 days U / Sk labourer 600.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

113 Apply one coat of anti-corrosive primer and two coats enamel paint onalready shop primed and erected steel roof truss.

Consider one square

Materials0.2 ltr. anti - corrosive primer 90.00

1 1/3 ltr. enamel paint 321.00

0.2 ltr. mineral turpentine or thinnner 72.00 1/5 use 2" brush 120.00

Labour2 1/2 days painter 800.00

1 day U / Sk labourer 600.00 Add 3% for scaffolding

Cost per square35% Overheads & Profit

Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

114 Perpare and apply two coats primer and finishing coat of enamel paint to mild steel ( angle/flat ) gate

Consider 50 sq.ft

Materials1 1/2 ltr. anti - corrosive primer 90.00

2/3 ltr. enamel paint 321.00 0.2 ltr. mineral turpentine or thinnner 72.00 1/2 use wire brush 100.00

1/5 use 2" brush 120.00


Total per 50 sq.ft

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

115 Painting steel on new work with 2 coats of anti - corrosive paint

Per square

Materials 2/3 ltr anti - corrosive paint 90.00 1/5 use 2" brush 100.00

Labour1 1/2 days painter 800.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

116 Painting new timber work with 2 coats wood preservative

Per square

Materials 1/2 gallon Wood preservative 338.00

1/5 use 2" brush 120.00

Labour 1/2 day painter 800.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

117 Preparing and painting wood work with primer and 2 coats enamel paint

Per square

Materials 3/4 ltr. Wood primer 302.00 2.5 ltr. enamel paint ( 2 coats ) 321.00

1/10 use 2" brush 120.00 2 nos sand papers 7.00

Labour1 1/2 days painter 800.00 1/2 day U / Sk labourer 600.00

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

118 White or colour washing two coats in single storeyed building.

Per 10 squares

Materials0.5 cwt boiled lime 125.00 2 lbs salt 2.00

1/2 lb yellow ochre 35.00 2 ozs blue 50.00

1/3 use 6" brush 250.00 10 gallons water 2.25

Labour2 1/2 days painter 800.00 2 1/2 days U / Sk labourer 600.00 Add 3% for scaffolding


Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

119 White or colour washing in two storeyed building.

Per 10 squares

( As per above )Add 1/2 day painter 800.00 1/2 day U / Sk labourer 600.00 Add 3% for scaffolding

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

120 Prepare and apply one coat of Alkali resistant primer and twocoats of emulsion paint to walls.

Per square

Materials0.9 ltr primer 300.00 1.4 ltr emulsion paint 259.00 1 gallon water 2.25

1/10 use 6" brush 250.00 2 nos sand papers 7.00

Labour1 1/4 days painter 800.00 Add 3% for scaffolding

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

121 Cement washing to walls of single storeyed building 2 coats.

Per 10 squares

Materials 5/8 cwt cement ( 50 Kg bags ) 790.00

1 no. 6" coir brush 60.00 5 gallons water 2.25

Labour2 days painter 800.00 2 days U / Sk labourer 600.00



Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

122 Painting walls with emulsion paint ( 2 coats )

Per square

1st coat- 1/6 gallons emulsion pint 259.00 2nd coat- 1/7 gallons emulsion pint 259.00

1/10 use 6" brush 250.00 1 gallons water 2.25

Labour 3/4 day painter 800.00 Add 3% for scaffolding

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

123 Prepare and apply one coat alkali resistant primer and two coats of emulsionpaint to soffit of slabs.

Consider 1.00 square

Materials0.9 ltr wall primer 300.00 1.5 ltr emulsion paint 259.00

1/10 use 6" brush 250.00

Labour1 3/4 days painter 800.00 Add 3% for scaffolding

Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

124 Varnishing two coats with copal varnish after sand papering

Per square

Materials1.8 ltr. varnish 327.00 1/3 use 3" brush 140.00

2 No. sand papers 7.00


Cost per square


Rate per square

---------------------------------------------------------------------------------------------------------------------------------------------------------------

125 Wax polishing to timber in panels & floors.

Per square

Materials 3/4 lb wax polish 80.00

6 nos. sheets sand papers 7.00

1/10 use floor brush 80.00 1/2 yards flannel cloth 90.00

Labour3 hrs. U / Sk labourer 600.00

Cost per square


Rate per square


---------------------------------------------------------------------------------------------------------------------------------------------------------------

14.00

600.00 300.00

914.00

319.90

1,233.90

---------------------------------------------------------------------------------------------------------------------------------------------------------------

202.50 10.80 100.00 15.00

1,200.00 900.00

2,428.30

849.91

3,278.21

---------------------------------------------------------------------------------------------------------------------------------------------------------------

18.00 428.00 14.40

24.00

2,000.00 600.00 78.00 3,162.40 1,106.84

4,269.24 458.94

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

135.00 214.00 14.40 50.00 24.00

400.00 450.00

1,287.40

2,574.80

901.18

3,475.98

---------------------------------------------------------------------------------------------------------------------------------------------------------------

60.00 20.00

1,200.00

1,280.00

448.00

1,728.00

---------------------------------------------------------------------------------------------------------------------------------------------------------------

169.00 24.00

400.00

593.00

207.55

800.55

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

226.50 802.50 12.00 14.00

1,200.00 300.00

2,555.00

894.25

3,449.25

---------------------------------------------------------------------------------------------------------------------------------------------------------------

187.50 4.00 17.50 6.25 83.33 22.50

2,000.00 1,500.00 105.00

3,926.08

392.61

137.41

530.02

---------------------------------------------------------------------------------------------------------------------------------------------------------------

321.08

400.00 300.00 21.00

1,042.08

364.73

1,406.81

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

270.00 362.60 2.25 25.00 14.00

1,000.00 30.00

1,703.85

596.35

2,300.20 247.27

---------------------------------------------------------------------------------------------------------------------------------------------------------------

493.75 60.00 11.25

1,600.00 1,200.00 84.00

3,449.00

344.90

120.71

465.61

---------------------------------------------------------------------------------------------------------------------------------------------------------------

43.17 37.00 25.00 2.25

600.00 18.00 725.42

253.90

979.31 105.28

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

270.00 388.50 25.00

1,400.00 42.00

2,125.50

743.93

2,869.43

---------------------------------------------------------------------------------------------------------------------------------------------------------------

588.60 46.67 14.00

400.00 300.00

1,349.27

472.24

1,821.51

---------------------------------------------------------------------------------------------------------------------------------------------------------------

60.00 42.00 8.00

45.00

225.00

380.00

133.00

513.00

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

PLUMBING - PVC PIPES

126 1/2" diameter PVC pipes fixed to walls ( specials paid separately )

Per 10 L.ft

Materials13 L.ft pipes 7.45 3 Nos clips and nails 2.00 2 grms solvent cement 0.65

Labour1 hr plumber 800.00 1 hr U / Sk labourer 600.00


Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

127 3/4" diameter PVC pipes to walls ( specials paid separately )

Per 10 L.ft

Materials13 L.ft pipes 12.60 3 Nos clips and nails 2.00 3 grms solvent cement 0.65

Labour1 hr plumber 800.00 1 hr U / Sk labourer 600.00


Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

128 1" diameter PVC pipes fixed to walls ( specials paid separately )

Per 100 L.ft

Materials100 L.ft pipes 18.70 Add 5% for wastage

8 Nos 1" dia sockets 12.35 32 grns. Solvent cement 0.65 35 Nos clips and nails 2.00

Labour 1/2 day plumber 800.00 1/2 day U / Sk labourer 600.00

Total per 100 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

129 1 1/4" diameter PVC pipes fixed to walls ( specials paid separately )

Per 100 L.ft


8 Nos 1 1 / 4" dia sockets 17.40 48 grns. Solvent cement 0.65 35 Nos clips and nails 2.00


Total per 100 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

130 1 1/2" diameter PVC pipes laid to walls ( specials paid separately )

Per 100 L.ft

Materials100 L.ft pipes 46.40

Add 5% for wastage8 Nos 1 1 / 2" dia sockets 26.35

64 grns. Solvent cement 0.65 35 Nos clips and nails 2.00


Total per 100 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

131 2" diameter PVC pipes laid to walls ( specials paid separately )

Per 100 L.ft


8 Nos 2" dia sockets 46.35 112 grns. Solvent cement 0.65 35 Nos clips and nails 5.00


Total per 100 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

132 3" diameter PVC pipes laid to walls ( specials paid separately )

Per 100 L.ft


8 Nos 3" dia sockets 115.00

200 grns. Solvent cement 0.65 35 Nos clips and nails 5.00

Labour1 day plumber 800.00 1 day U / Sk labourer 600.00

Total per 100 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

133 Excavation for laying 1/2" to 3" diameter PVC pipes in ground not less than 1'-6" deep, back filling & compacting.

Per 100 L.ft

Labour2 1/4 days U / Sk labourer 600.00

Total per 100 L.ft

Cost per L.ft.


Rate per L.ft


---------------------------------------------------------------------------------------------------------------------------------------------------------------

134 Chasing brickwork for laying 1/2" to 1 1/2" dia PVC pipes and making good average depth 2". ( Pipes and specials paid separately )

Per 100 L.ft


0.01 cubes sand 4,500.00


Total per 100 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

135 Chasing brickwork for laying 1 1/2" to 3" dia PVC pipes and making goodaverage depth 3". ( Pipes and specials paid separately )

Per 100 L.ft


0.03 cubes sand 4,500.00


Total per 100 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

136 1/2" dia PVC specials viz - elbows / bends / sockets.

Per 10 specials

Materials10 No. 1/2" elbows / bends / sockets 5.66 20 grms. solvent cement 0.65

Labour2 hrs. plumber 800.00

Total per 10 Nos.

Cost per no.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

137 3/4" dia PVC specials viz - elbows / bends / sockets.

Per 10 specials

Materials10 No. 3/4" elbows / bends / sockets 8.75 30 grms. solvent cement 0.65


Total per 10 Nos.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

138 1" dia PVC specials viz - elbows / bends / sockets.

Per 10 specials

Materials10 No. 1" elbows / bends / sockets 12.10 40 grms. solvent cement 0.65


Total per 10 Nos.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

139 1 1/4" dia PVC specials viz - elbows / bends / sockets.

Per 10 specials

Materials10 No. 1 1/4" elbows / bends / sockets 22.00 60 grms. solvent cement 0.65


Total per 10 Nos.

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 specials

Materials10 No. 1 1/2" elbows / bends / sockets 42.40 80 grms. solvent cement 0.65

Labour 1/2 days plumber 800.00

Total per 10 Nos.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 specials

Materials10 Nos. 2" elbows / bends / sockets 64.10

100 grms. solvent cement 0.65

Labour 1/2 day plumber 800.00

Total per 10 Nos.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 specials

Materials10 Nos. 2 1/2" elbows / bends / sockets 115.00



Total per 10 Nos.

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 specials

Materials10 Nos. 3" elbows / bends / sockets 215.00



Total per 10 Nos.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

144 1/2" dia PVC specials viz -Tees

Per 10 Tees

Materials10 Nos. 1/2" dia Tees 7.35 30 grms. solvent cement 0.65


Total per 10 Tees.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

145 3/4" dia PVC specials viz -Tees

Per 10 Tees

Materials10 Nos. 3/4" dia Tees 10.40 45 grms. solvent cement 0.65


Total per 10 Tees.

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

146 1" dia PVC specials viz -Tees

Per 10 Tees

Materials10 Nos. 1" dia Tees 20.00 60 grms. solvent cement 0.65


Total per 10 Tees

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

147 1 1/4" dia PVC specials viz -Tees

Per 10 Tees

Materials10 Nos. 1 3/4" dia Tees 26.70 90 grms. solvent cement 0.65


Total per 10 Tees

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 Tees

Materials10 Nos. 1 1/2" dia Tees 49.75


Labour1 day plumber 800.00

Total per 10 tees.

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 Tees

Materials10 Nos. 2" dia Tees 75.75



Total per 10 Tees

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 Tees

Materials10 Nos. 2 1/2" dia Tees 165.00



Total per 10 Tees.

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------


Per 10 Tees

Materials10 Nos. 3" dia Tees 366.70


Labour1 1/2 days plumber 800.00

Total per 10 tees

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

96.85 6.00 1.30

100.00 75.00

279.15

27.92

9.77

37.69

---------------------------------------------------------------------------------------------------------------------------------------------------------------

163.80 6.00 1.95

100.00 75.00

346.75

34.68

12.14

46.81

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,870.00 93.50 98.80 20.80 70.00

400.00 300.00

2,853.10

28.53

9.99

38.52

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,125.00 156.25 139.20 31.20 70.00

600.00 450.00

4,571.65

45.72

16.00

61.72

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,640.00 232.00

210.80 41.60 70.00

600.00 450.00

6,244.40

62.44

21.86

84.30

---------------------------------------------------------------------------------------------------------------------------------------------------------------

7,715.00 385.75 370.80 72.80 175.00

600.00 450.00

9,769.35

97.69

34.19

131.89

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

### 904.00 920.00 130.00

175.00

800.00 600.00

###

216.09

75.63

291.72

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,350.00

1,350.00

13.50

4.73

18.23

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

79.00 45.00

2,400.00 1,800.00

4,324.00

43.24

15.13

58.37

---------------------------------------------------------------------------------------------------------------------------------------------------------------

158.00 135.00

2,800.00 2,100.00

5,193.00

51.93

18.18

70.11

---------------------------------------------------------------------------------------------------------------------------------------------------------------

56.60 13.00

200.00

269.60

26.96

9.44

36.40

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

87.50 19.50

200.00

307.00

30.70

10.75

41.45

---------------------------------------------------------------------------------------------------------------------------------------------------------------

121.00 26.00

200.00

347.00

34.70

12.15

46.85

---------------------------------------------------------------------------------------------------------------------------------------------------------------

220.00 39.00

200.00

459.00

45.90

16.06

61.96

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

424.00 52.00

400.00

876.00

87.60

30.66

118.26

---------------------------------------------------------------------------------------------------------------------------------------------------------------

641.00 65.00

400.00

1,106.00

110.60

38.71

149.31

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,150.00 130.00

400.00

1,680.00

168.00

58.80

226.80

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,150.00 156.00

400.00

2,706.00

270.60

94.71

365.31

---------------------------------------------------------------------------------------------------------------------------------------------------------------

73.50 19.50

400.00

493.00

49.30

17.26

66.55

---------------------------------------------------------------------------------------------------------------------------------------------------------------

104.00 29.25

400.00

533.25

53.33

18.66

71.99

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

200.00 39.00

400.00

639.00

63.90

22.37

86.27

---------------------------------------------------------------------------------------------------------------------------------------------------------------

267.00 58.50

400.00

725.50

72.55

25.39

97.94

---------------------------------------------------------------------------------------------------------------------------------------------------------------

497.50 78.00

800.00

1,375.50

137.55

48.14

185.69

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

757.50 136.50

800.00

1,694.00

169.40

59.29

228.69

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1,650.00 195.00

800.00

2,645.00

264.50

92.57

357.08

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,667.00 234.00

1,200.00

5,101.00

510.10

178.54

688.64

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

EXTERNAL DRAINAGE (EW PIPES)

152 4" dia glazed earthenware pipes laid on 6" thick bedding in cement concrete1:3:6(1 1/2") including excavation average 2'-0" depth, backfilling with selected excavated materials and concrete haunching to joints.

Per 100 L.ft

Materials50 Nos 4" dia EW pipes 55.00

0.75 cubes cement concrete 1:3:6 (1 1/2" ) 20,889.17 2 lbs yarn 9.50

0.5 cwt cement ( jointing ) 790.00 4 cubes excavation 1,350.00

LabourLaying concrete bedding -


Laying and testing pipes -2 days plumber 800.00


Backfilling -2 1/2 days U / Sk labourer 600.00

Total per 100L.ft

Cost per L.ft.


Rate per L.ft

-------------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------

PLUMBING (C I PIPES)

153 4' dia C.I. Soil/vent pipe fixed vertically to walls jointed with cement caulking. (Specials measured separately )

Per 6'-0" length

Materials6 L.ft 4' dia C.I. Pipe 115.00

Add 10% for wastage 5/16 lbs yarn 9.50

1 No timber plug 6" x 6" x 2" 10.00 2 Nos 3" iron screws 1.50 2 lbs cement 790.00

Labour 1/4 days plumber 800.00 1/4 days U / Sk labourer 600.00 Add 5% Scaffolding

Total for 6 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

154 4' dia C.I. pipes fixed to walls jointed with lead caulking. (Specials measured separately)

Per 6'-0" length

Materials6 L.ft 4" dia C.I. Pipe 115.00

Add 10% for wastage 5/16 lbs yarn 9.50

1 No wood plug 6" x 6" x 2" 10.00 2 Nos 3" iron screws 1.50 6 lbs lead 35.00

1/16 cwt firewood 2.00

Labour 1/4 day plumber 800.00 1/4 day U / Sk labourer 600.00 Add 10% for sundries in cement and sandAdd 5% for Scaffolding

Total for 6 L.ft.

Cost per L.ft.


Rate per L.ft

-------------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------

2,750.00 15,666.87 19.00 395.00 5,400.00

900.00

1,600.00 900.00

1,500.00

29,130.88

291.31

101.96

393.27

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

690.00 69.00 2.97 10.00 3.00 14.36

200.00 150.00 17.50

1,156.83

192.81

67.48

260.29

---------------------------------------------------------------------------------------------------------------------------------------------------------------

690.00 69.00 2.97 10.00 3.00 210.00 14.00

200.00 150.00 35.00 17.50

1,401.47

233.58

81.75

315.33 1,034.28

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

MANHOLES & GULLEYS

155 4" dia stoneware gulley with 6" x 6" x 6" gulley box including excavation, 4" thick cement concrete 1:2:4(3/4") base, surrounded by 4 1/2" thick brickwork in cement and sand 1:5 extended 6" above top of gulley box including making connection, 1/2" cement and sand 1:2 rendering internally and exposed faces finished smooth with neat cement floating and providing G.I. grating on top of gulley.

Per No.

Materials1 No 4" S.W. gulley 550.00 4 cu.ft excavation 1,350.00

5.5 sq.ft 4 1/2" brickwork 7,863.25 0.8 cu.ft cement concrete 1:2:4(3/4") 25,806.67 1 sq.ft 1/2" cement rendering 1:2 2,655.00 1 No 4" G.I. grating 25.00


Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

156 Manhole 2'-0"x2'-0" internally with invert depth not exceeding 2'-0" including excavation, backfilling 6" cement concrete 1:2:4 ( 3/4" ) base with 3/8" dia. mild steel rods at 4" centres bothways, forming channels and benching in similar concrete, 4 1/2" wallsin brick in cement 1:5, 1/2" thick cement and sand 1:2 rendering internally and exposedsurfaces including channels, benching and 2" thick RCC removable cover slab 2'-3"x2'-3" inlet and outlet connection al complete to working order

Per No.

Materials35 cu.ft excavation 1,350.00 7 cu.ft cement concrete 1:2:4( 3/4' ) in

base & channels 25,806.67 33 sq.ft 4 1/2" brickwork in cement 1 : 5 7,863.25 28 sq.ft 1/2" cement rendering 1 : 2 2,655.00 1 No RCC cover slab 500.00


Cost per No.


Rate per No.

--------------------------------------------------------------------------------------------------------------------------------------------Item Description Rate

---------------------------------------------------------------------------------------------------------------------------------------------------------------

550.00 54.00 432.48 206.45 26.55 25.00

400.00 300.00

1,994.48

698.07

2,692.55

---------------------------------------------------------------------------------------------------------------------------------------------------------------

472.50

1,806.47 2,594.87 743.40 500.00

1,200.00 1,500.00

8,817.24

3,086.03

###

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

SANITARY FITTINGS.

157 22"x16" glazed fireclay wash basin with 1/2" dia Chromium plated pillar tap, waste plug, Chromium plated waste chain and stay, including fixing wash basinon brackets. ( water supply and waste water connection measured separately ).

Per No.

Materials1 No wash basin complete with brackets. 3,950.00 1 No 1/2" tap with waste plug and chain 690.00 4 Nos wooden plugs 2.00 6 Nos 1 1/2" brass screws 3.60 2 lbs cement 790.00

Labour 1/2 day mason 800.00


Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

158 Sink 24"x15"x7" overall vitreous China with rubber plug and Chromium plated chain waste carried on iron brackets painted and fixed to walls. ( Water supply and waste water connection measured separately ).

Per No.

Materials1 No sink 24" x 15" x 7" 3,500.00 2 Nos L iron bracktes 125.00 2 lbs cement 790.00 2 Nos tapered wooden blocks 2" thick 2.00 8 Nos 1 1/2" brass screws 3.60


Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

159 Closet pedestal type with L / L flushing cistern, flush pipe double plastic seat cover, 1/2" dia stop cock , trap supplied & fixed complete to working order.

Per No.

Materials1 No. low level suite complete 4,500.00 1 No. 1/2" dia stop cock 250.00 2 lbs cement 790.00

1/4 cu.ft sand 4,500.00 2 Nos. 1 1/2" brass screws 3.60


1 day plumber 800.00 1 day U / Sk albourer 600.00

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

160 Closet squatting type with trap including high level cistern fixed complete with flush pipe and 1/2" dia stop cock, all complete to working order.

Per No.

Materials1 No. squatting pan with trap 950.00 1 No. 2 gallons C.I. Cistern with 1 1/4" flush

pipe chain and overflow pipe 1,050.00 1 No. clip 3.50 5 No. wooden plugs 2.00 1 doz. 1 1/2" brass screws 3.60 1 No. 1/2" stop cock 250.00

1/4 cwt cement 790.00 1/2 cu.ft 1" metal 7,000.00 1/4 cu.ft sand 4,500.00


1 day plumber 800.00 1 day U / Sk labourer 600.00

Cost per No.


Rate per No.

----------------------------------------------------------------------------------------------------------------------------------------

Item Description Rate ---------------------------------------------------------------------------------------------------------------------------------------------------------------

161 Vitreous China bidet suite fixed complete to working order

Per No.

Materials1 No. bidet 4,750.00

Labour1 day plumber 800.00 1 day U / Sk labourer 600.00

Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

162 4 No. Bowl type urinal with trap and 2 glas capacity automatic flushing cistern and spreaders complete to working prders.

Per No.

Materials4 Nos. Urinals Bowls 1,200.00 1 No. 2 gallons cistern 1,050.00 8 Nos. rowl plugs 3.00 1 No. spreader 150.00 1 No. wooden plugs ( for cistern ) 2.00 4 Nos. 1 1/2" brass screws 3.60 4 lbs cement 790.00

1/8 cu.ft sand 4,500.00


1 day plumber 800.00 1 day U / Sk labourer 600.00

Total per 4 Nos.

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,950.00 690.00 8.00 21.60 14.36

400.00 600.00

5,683.96

1,989.39

7,673.35

---------------------------------------------------------------------------------------------------------------------------------------------------------------

3,500.00 250.00 14.36 4.00 28.80

400.00 300.00

4,497.16

1,574.01

6,071.17

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,500.00 250.00 14.36 11.25 7.20

200.00 800.00 600.00

6,382.81

2,233.98

8,616.80

---------------------------------------------------------------------------------------------------------------------------------------------------------------

950.00

1,050.00 3.50 10.00 43.20 250.00 1.80 35.00 11.25

400.00 800.00 600.00

4,154.75

1,454.16

5,608.91

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,750.00

800.00 600.00

6,150.00

2,152.50

8,302.50

---------------------------------------------------------------------------------------------------------------------------------------------------------------

4,800.00 1,050.00 24.00 150.00 2.00 14.40 28.73 5.63

200.00 800.00 600.00

7,674.75

1,918.69

671.54

2,590.23

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

GUTTERS & DOWN PIPES

163 6" dia half round PVC eaves gutter fixed to timber valance board including gutter joiner and brackets fixed at 18" centres. ( Other specials paid separately ).

Consider 24 L.ft

Materials2 Nos. 6" dia eaves gutter lengths 480.00 1 No. joiner 49.00

17 Nos. gutter brackets 8.50 34 Nos. 3/4" brass screws 1.50 20 grms solvent cement 0.65

Labour 1/2 days plumber 800.00 1/2 days U / Sk labourer 600.00 Add 5% Scaffolding

Total per 24 L.ft

Cost per L.ft.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

164 6" dia PVC gutter head

Consider 1 No. gutter head

Materials1 No PVC gutter head 200.00 2 Nos gutter joiners 49.00 2 Nos gutter brackets 8.50

12 grms solvent cement 0.65 4 Nos 3/4" brass screws 1.50

Labour 1/8 day plumber 800.00 1/8 day U / Sk labourer 600.00 Add 5% Scaffolding

Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

165 6" dia PVC mitres

Consider 1 No. mitre

Materials1 No PVC mitre 141.70 2 Nos gutter joiners 49.00 2 Nos brackets 8.50

12 grms solvent cement 0.65 4 Nos 3/4" brass screws 1.50


Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

166 6" dia PVC end caps

Consider 1 No. end cap

Materials1 No. end cap 29.50

12 grms solvent cement 0.65


Cost per No.


Rate per No.


---------------------------------------------------------------------------------------------------------------------------------------------------------------

167 3 1/2" dia PVC rain water down pipes fixed to brick wall with wooden plugs buried in wall. ( Specials measured separately )

Consider 24 L.ft pipe length

Materials

2 Nos. 3 1/2' dia pipe lengths 360.00 1 No. 3 1/2" joiner 35.00 4 Nos. PVC straps 8.00 8 Nos. brass screws 1" long 2.50


Labour 1/3 days plumber 800.00 1/3 day U / Sk labourer 600.00 Add 5% Scaffolding

Total per 24 L.ft

Cost per No.


Rate per L.ft

---------------------------------------------------------------------------------------------------------------------------------------------------------------

168 3 1/2" dia PVC Elbow

Consider 1 No. Elbow

Materials1 No 60 deg. - 80 deg. Elbow 50.00



Cost per No.


Rate per No.

---------------------------------------------------------------------------------------------------------------------------------------------------------------

169 3 1/2" dia PVC shoe

Consider 1 No. Shoe

Materials1 No 60 deg. - 80 deg. Shoe 45.00



Cost per No.


Rate per No.

960.00 49.00 144.50 51.00 13.00

400.00 300.00 35.00

799.00

33.29

11.65

44.94

---------------------------------------------------------------------------------------------------------------------------------------------------------------

200.00 98.00 17.00 7.80 6.00

100.00 75.00 8.75

197.55

69.14

266.69

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

141.70 98.00 17.00 7.80 6.00

100.00 75.00 8.75

197.55

69.14

266.69

---------------------------------------------------------------------------------------------------------------------------------------------------------------

29.50 7.80

50.00 37.50 4.38

129.18

45.21

174.39

Amount

---------------------------------------------------------------------------------------------------------------------------------------------------------------

720.00

35.00 32.00 20.00 19.50

266.67 200.00 23.33

529.50

22.06

7.72

29.78

---------------------------------------------------------------------------------------------------------------------------------------------------------------

50.00 20.80

50.00 37.50 4.38 162.68

56.94

219.61

---------------------------------------------------------------------------------------------------------------------------------------------------------------

45.00 9.75

50.00 37.50 4.38 146.63

51.32

197.94

Excavation in trenches for walls / column pits in soft / loose soil up to 5'-0" deep and0

2

4

6

8

10

12 Chart Title

No Description Rate Unit

EXCAVATION

1 Removing top soil to a depth not exceeding 6" & depositing as directed within site. 810.00 square

2 Excavation over site to reduce level, in any material except rock requiring blasting includingdepositing and levelling as directed up to a distance not exceeding 30'- 0" 1,316.25 cube

3 Excavation in trenches for walls / column pits in soft / loose soil up to 5'-0" deep and depositing excavated material to a distance not exceeding 30'-0" (Earth work support to be paid separately where necessary). 945.00 cube

4 Excavation in trenches for walls / column pits in ordinary soil up to 5'-0" deep and depositing excavated material to a distance not exceeding 30'-0". 1,822.50 cube

5 Excavation in trenches for walls / column pits in Hard / dense soil up to a depth of 5'-0" and depositing excavated material up to a distance not exceeding 30'-0" 2,835.00 cube

6 Excavation in trenches for walls / column pits in Mud / wet soil up to a depth of 5'-0" and depositing excavated material to a distance not exceeding 30'-0". 3,199.50 cube

7 Excavation in trenches for walls / column pits in soft disintegrated rock (not requiring blasting ) to a depth of 5'-0" and depositing excavated material to a distance not exceeding 30'-0". 2,025.00 cube

8 Excavation in trenches for wall / column pits in Hard rock requiring blasting up to a depth of 5'-0' and depositing excavated material to a distance not exceeding 30'-0". 3,295.35 cube

9 Benching rock in foundation in 3" - 6" steps.(Blasting prohibited) 3,240.00 sq.ft

10 Anti - termite treatment on excavated foundation and compacted soil under floors. 1,761.75 square

11 Backfilling to trenches with selected earth available at site 810.00 cube

12 Back filling to trenches with imported material. 2,006.10 cube

13 Filling under floors including levelling, watering & compacting in 3" layers with available and selected earth at site. 1,620.00 cube

14 Filling under floors including levelling, watering & compacting in 3" layers with imported selected earth. 2,613.60 cube

15 Cutting turf sods, loading to hand carts and transporting upto 30 yards, laying and watering for 30 days. (Royalty for turf, pegging and transport 3,827.25 cube beyond 30 yards paid separately )

16 Earthwork support ( open planking ) in trenches up to a depth of 5'-0". 5,647.50 square

17 Earthwork support (close planking) in trenches up to 5'-0" depth. 10,350.00 square

18 Earthwork support (close planking) in deep excavation in trenches up to 15'-0" depth. 11,820.00 square


CONCRETE

19 Mixing concrete 1:3:6 (1 1/2") 20,889.17 cube

20 Mixing concrete 1 : 2 1/2 : 5 (1") 22,751.67 cube

21 Mixing concrete 1 : 2 : 4 ( 3/4" ) 25,806.67 cube

22 Mixing concrete 1: 1 1/2 : 3 ( 3/4") 29,014.17 cube

23 Mixing concrete 1 : 1 : 2 ( 3/4" ) 36,586.67 cube

24 2" thick cement concrete 1:3:6(1 1/2") screed in foundation at depths 5,710.07 square not exceeding 5'-0".

25 3" thick cement concrete 1:3:6(1 1/2") screed in foundation at depths 8,497.60 square not exceeding 5'-0".

26 6" thick cement concrete floor in ( mass concrete )1:3:6(1 1/2") 16,965.20 square

27 Cement concrete 1:2:4(3/4") in 4 1/2" x 6" columns in ground floor. 58,431.25 cube

28 Cement concrete 1:2:4(3/4") in 6" x 6" columns in ground floor. 60,567.90 cube



31 Cement concrete 1:2:4(3/4") in 13 1/2" x 13 1/2" columns in ground floor. 55,044.19 cube

32 Cement concrete 1:2:4(3/4") in 6" x 6" beam up to 1st floor level. 61,195.95 cube



35 5" thick R.C.C 1:2:4(3/4") slab in 1st floor 58,309.65 square

36 6" thick R.C.C 1:2:4(3/4") slab in 1st floor 58,174.65 square

37 Cement concrete 1:2:4(3/4") in 4 1/2" x 6" lintels in ground floor 59,098.48 cube

38 Cement concrete 1:2:4(3/4") in 9" x 9" lintels in ground floor 61,430.40 cube



TIMBER FORMWORK

41 Sawn timber formwork to 9" x 9" cement concrete column in ground floor. 12,571.56 square

42 Sawn timber formwork for concrete beams in ground floor. 15,340.56 square

43 Sawn timber formwork for underside of first floor slab. 8,327.07 square

REINFORCEMENTS


44 Mild steel / Tor steel reinforcement to lintels, slabs, beams or columns bent to shape laid in position and tied with G . I . wire as directed. 12,442.28 cwt

BRICKWORK

45 Brick work in cement & sand 1:5 in foundation up to D. P. C. level. 26,080.31 cube

46 Brick work in cement & sand 1:8 in foundation up to D. P. C. level. 25,062.19 cube

47 Brick work in cement and sand 1:5 in 4 1/2" thick walls in ground floor 10,615.39 square

48 9" thick brick wall in cement & sand 1:5 in ground floor 20,438.33 square

49 Brickwork 13 1/2" thick in cement & sand 1:5 in superstructure in ground floor 30,556.24 square

50 9" thick brick wall in cement & sand 1:5 in superstructure in ground floor 19,086.98 square

51 4 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor 14,347.13 square

52 9" thick brick in cement & sand 1:5 with wire cut bricks ( Facing to brickwork measured separately ) 27,890.87 square

53 13 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor ( Facing to brickwork measured separately ) 42,686.60 square

54 Extra over for facing including raised pointing 1 / 8" thick in cement and sand 1:1 mixture in ground floor ( Facing to brickwork measured separately ) 14,887.13 square

55 3" thick brick paved floor in lime sand mortar 2 : 5 in ground floor 7,307.89 square

56 Steps 1'-11/2" x 0'-6" in brick in cement and sand 1:5 with 1/2" thick cement and sand 1:2 rendering including necessary excavation. 288.06 L.ft

57 Brick drains in cement and sand 1 : 5, 9" wide and 6" - 9" average depth including cement rendering1/2" thick 1:2 to exposed faces with 1'-6" ramp including 480.87 L.ft necessary excavation

58 Brick drains in cement and sand 1 : 5, 9" wide and 6" - 9" average depth including cement rendering 1/2" thick 1:2 to exposed faces without ramp including 409.29 L.ft necessary excavation.

BLOCK WORK

59 8" thick Hollow blockwork in cement and sand mortar 1 : 5 in ground floor 15,238.13 square (cavities unfilled)

60 4" thick Hollow block masonry in cement and sand mortar 1:5 with cavity unfilled. 9,476.73 square

RANDOM RUBBLE MASONRY

61 Random Rubble masonry in cement motar 1 : 5 in foundation 25,180.88 cube

62 Random Rubble masonry in cement motar 1 : 5 in supersturcture 26,846.78 cube

TILE WORKS

63 Pressed floor tiles bedded in 1/2" cement mortar 1 : 2 and pointing in neat cement in ground floor. 12,571.20 square

No Description Rate UnitWALL TILING & TERRAZZO TILES

64 Glazed tiles fixed to walls including bedding in cement mortar 1 : 2 and raking inground floor. (Specials measured separately ). 20,857.50 square

65 Terrazzo floor tiles on 1/2" thick cement and sand 1 : 2 in ground floor 15,138.23 square

ROOF WORK

66 Timber framework for calicut pattern tile hip roof in single storey building consisting of wall plate,beam,ridge plate,rafters etc.( Preservative treatment to be 16,394.40 square measured separately )

67 Roof covering with calicut pattern clay tiles in single storeyed building (Timber frame work & ridge covering measured separately) 2,632.50 square

68 Timber framework for corrugated asbestos sheet roof in single storeyed building. 9,623.44 square

69 Roof covering with corrugated asbestos sheets ( Timber frame work & ridge covering measured separately ) 5,250.00 square

70 One layer half round clay tiles over corrugated asbestos roof covering 6,007.50 square

71 Asbestos close fittings ridging fixed complete with roofing screws or bols ( hook ) 161.03 L.ft

72 Ridging covering with calicut pattren ridge tiles bedded in cement lime mortar 1 : 1 : 4 162.26 L.ft

73 3/4" x 9" high valance board fixed with brass screws to ends of rafters (for tile roofing) 209.65 L.ft

74 3/4"x 9" high valance board fixed with brass screws at 2'-0" centres to sides of rafters. 208.68 L.ft

ROOF PLUMBING

75 18 B.W.G.( 1.2 mm ) galvanised iron sheet valley gutter 3'-0" girth overall once bent with end laps not less than 9" width including 3/4" tongued and grooved planks laid to slope and profile on timber and profile on members. 776.41 L.ft

76 18 B.W.G. ( 1.2 mm ) galvanised iron flashing 1'-6" girth overall 3 times bent with end laps notless than 6", lead soldered, turned and tucked up to not less than 6" in to chase cut in wall and pointed in cement morter 1:2 lower end dressed over roof covering not less than 1'-0" wide. 336.40 L.ft

CEILING WORK

77 Timber framework for 4'-0" x 4'-0" flat asbestos ceiling ( sheet measured separately ), comprising of 4" x 2" joists and 2" x 2" bearers in class I timber. 10,582.79 square

78 Horizontal ceiling lining using 4' 0" x 4' 0" flat asbestos cement sheet fixed withand including beading and cove mouldings on timber framework.(Timber framework and painting measured separately) 5,159.94 square

79 3/4" thick tongued and grooved Lunumidella ceiling boards fixed horizontal on 4" x 2" class I timber Joists at 2'-0" centres with 1 1/2" brass nails. 16,984.04 square

80 3/4" x 6" wide tongued and grooved Lunumidella ceiling boards fixed to underside of roof rafters, (existing) with 1 1/2" brass nails including levelling with timber sterips where necessary. 11,733.75 square

DOORS & WINDOWS

81 Door single hung 3'-3" x 7'-0" high overall with frame having 1 1/4" thick sash and

No Description Rate Unit 3 3/4"x 2 3/4" timber frame (glazing, ironmongery & painting measured separately) 569.31 sq.ft

82 Door glazed and panelled double hung 4'-0" x 7'-0" high overall with frame including 1 1/4" thick sash and 3 3/4" x 2 3/4" frame (Glazing, ironmongery and painting measured separately) 549.35 sq.ft

83 Plywoood door single hung 3'-1 1/2" x 6'-11 1/2" overall with frame having 1 1/4" thick sash and 3 1/4" x 2 1/4" frame . ( Iron-mongery and painting measrued separately ). 274.97 sq.ft

84 Door ledged, braced and battened single hung 2'-6" x 6'-6" overall, with frame having 7/8" thick tongued & grooved planks and 3 3/4" x 2 3/4" frame. (Ironmongery & painting measured separately) 639.03 sq.ft

85 Window, glazed 7'-0" x 4'-0" high overall with frame comprising 3 No. openable sashes and 3 3/4" x 2 3/4" frame and mullions. 502.21 sq.ft

86 1/6" clear sheet glass panes exceeding 1 but not exceeding 4 square feet cut and fixed with timber beadings to doors and windows. 126.74 sq.ft

IRONMONGARY

87 Butt hinges 5" x 2 1/2" 522.90 pair

88 Tee hinges 6" x 12" 993.60 pair

89 Rim lock 810.00 No

90 Mortice lock 3,935.25 No

91 Casement stays. 188.33 No

92 Door closer ( Hydraulic ) 1,636.20 No

93 Tower / Skeleton brass bolts. 1,057.05 No

94 Barrel bolt 4" 193.73 No

95 Casement fasteners. 208.80 No

96 Spring loaded fanlight catches 203.40 No

97 Draw rings 101.70 No

PLASTERWORKS.

98 3/4" thick DPC, in cement sand 1:2 finished with 2 coats hot tar and blinded with sand. 5,430.04 square

99 3/4" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty. 2,652.75 square

100 5/8" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty. 3,507.98 square

101 3/8" thick plastering to soffit of slab in cement and sand 1 : 3 including floating with lime putty. 4,763.27 square

102 3/8" thick plastering to sides and soffit of beams in cement and sand 1 : 3 including floating with lime putty. 3,998.50 square

103 5/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finished semi rough with wooden floating. 2,985.53 square

No Description Rate Unit104 5/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finished

smooth with lime putty floating. 2,994.98 square

105 1/2" thick rendering in cement and sand 1 : 3 finished smooth. 3,233.05 square

106 1/2" thick rendering in cement and sand 1 : 2 in floors, finished smooth. 3,584.25 square

107 3/4" thick rendering in cement and sand 1 : 3 finished smooth. 4,557.94 square

108 3/4" thick rendering in cement and sand 1 : 2 in floors finished smooth. 4,966.31 square

109 3/4" thick rendering in cement sand 1 : 2 in coloured cement floors finished smooth. 4,687.88 square

110 1/2" x 6" skirting in cement and sand 1:3 projected or flush to walls finished with floating including forming groove. 63.19 L.ft

PAINTING & DECORATING

111 Prepare and apply one coat of preservative (oil type) to structural timber including touching up cut ends etc. after fixing. 1,233.90 square

112 Prepare surface of steel truss and apply two coats of anticorrosive primer. 3,278.21 square

113 Apply one coat of anti-corrosive primer and two coats enamel paint on already shop primed and erected steel roof truss. 4,269.24 square

114 Perpare and apply two coats primer and finishing coat of enamel paint to mild steel ( angle/flat ) gate 3,475.98 square

115 Painting steel on new work with 2 coats of anti - corrosive paint 1,728.00 square

116 Painting new timber work with 2 coats wood preservative 800.55 square

117 Preparing and painting wood work with primer and 2 coats enamel paint 3,449.25 square

118 White or colour washing two coats in single storeyed building. 530.02 square

119 White or colour washing in two storeyed building. 1,406.81 square

120 Prepare and apply one coat of Alkali resistant primer and two coats of emulsion paint to walls. 2,300.20 square

121 Cement washing to walls of single storeyed building 2 coats. 465.61 square

122 Painting walls with emulsion paint ( 2 coats ) 979.31 square

123 Prepare and apply one coat alkali resistant primer and two coats of emulsion paint to soffit of slabs. 2,869.43 square

124 Varnishing two coats with copal varnish after sand papering 1,821.51 square

125 Wax polishing to timber in panels & floors. 513.00 square

PLUMBING - PVC PIPES

126 1/2" diameter PVC pipes fixed to walls ( specials paid separately ) 37.69 L.ft

127 3/4" diameter PVC pipes to walls ( specials paid separately ) 46.81 L.ft

128 1" diameter PVC pipes fixed to walls ( specials paid separately ) 38.52 L.ft


129 1 1/4" diameter PVC pipes fixed to walls ( specials paid separately ) 61.72 L.ft

130 1 1/2" diameter PVC pipes laid to walls ( specials paid separately ) 84.30 L.ft

131 2" diameter PVC pipes laid to walls ( specials paid separately ) 131.89 L.ft

132 3" diameter PVC pipes laid to walls ( specials paid separately ) 291.72 L.ft

133 Excavation for laying 1/2" to 3" diameter PVC pipes in ground not less than 1'-6" deep back filling & compacting. 18.23 L.ft

134 Chasing brickwork for laying 1/2" to 1 1/2" dia PVC pipes and making good average depth 2". ( Pipes and specials paid separately ) 58.37 L.ft

135 Chasing brickwork for laying 1 1/2" to 3" dia PVC pipes and making gooda verage depth 3". ( Pipes and specials paid separately ) 70.11 L.ft

136 1/2" dia PVC specials viz - elbows / bends / sockets. 36.40 No

137 3/4" dia PVC specials viz - elbows / bends / sockets. 41.45 No

138 1" dia PVC specials viz - elbows / bends / sockets. 46.85 No

139 1 1/4" dia PVC specials viz - elbows / bends / sockets. 61.96 No





144 1/2" dia PVC specials viz -Tees 66.55 No

145 3/4" dia PVC specials viz -Tees 71.99 No

146 1" dia PVC specials viz -Tees 86.27 No

147 1 1/4" dia PVC specials viz -Tees 97.94 No





EXTERNAL DRAINAGE (EW PIPES)

152 4" dia glazed earthenware pipes laid on 6" thick bedding in cement concrete 1:3:6 (1 1/2" ) including excavation average 2'-0" depth, backfilling with selected excavated material and concrete haunching to joints. 393.27 L.ft

PLUMBING (C I PIPES)

153 4" dia C.I. Soil/vent pipe fixed vertically to walls jointed with cement caulking. (Specials measured separately ) 260.29 L.ft

154 4" dia C.I. pipes fixed to walls jointed with lead caulking. 315.33 L.ft (Specials measured separately)

MANHOLES & GULLEYS


155 4" dia stoneware gulley with 6" x 6" x 6" gulley box including excavation, 4" thick cement concrete 1:2:4(3/4") base, surrounded by 4 1/2" thick brickwork in cement and sand 1:5 extended 6" above top of gulley box including making connection, 1/2" cement and sand 1:2 rendering internally and exposed faces finished smooth with neat cement floating and providing G.I. grating on top of gulley. 2,692.55 No

156 Manhole 2'-0"x2'-0" internally with invert depth not exceeding 2'-0" including excavation, backfilling, 6" cement concrete 1:2:4 ( 3/4" ) base with 3/8" dia. mild steel removable cover slab rods at 4" centres bothways, forming channels and benching in similar concrete, 4 1/2" walls in brick in cement 1:5, 1/2" thick cement and sand 1:2 rendering internally and exposed surfaces including channels, benching and 2" thick RCC removable cover slab 2'-3"x2'-3" inlet and outlet 11,903.27 No connection all complete to working order

SANITARY FITTINGS.

157 22"x16" glazed fireclay wash basin with 1/2" dia Chromium plated pillar tap, waste plug, Chromium plated waste chain and stay, including fixing wash basin on brackets. ( water supply and waste water connection measured separately ). 7,673.35 No

158 Sink 24"x15"x7" overall vitreous China with rubber plug and Chromium plated chain waste carried on iron brackets painted and fixed to walls. ( Water supply and waste water connection measured separately ). 6,071.17 No

159 Closet pedestal type with L / L flushing cistern, flush pipe double plastic seat cover, 1/2" dia stop cock , trap supplied & fixed complete to working order. 8,616.80 No

160 Closet squatting type with trap including high level cistern fixed complete with flush pipe and 1/2" dia stop cock, all complete to working order. 5,608.91 No

161 Vitreous China bidet suite fixed complete to working order 8,302.50 No

162 4 No. Bowl type urinal with trap and 2 glas capacity automatic flushing cistern and spreaders complete to working prders. 2,590.23 No

GUTTERS & DOWN PIPES

163 6" dia half round PVC eaves gutter fixed to timber valance board including gutter joiner and brackets fixed at 18" centres. ( Other specials paid separately ). 44.94 L.ft

164 6" dia PVC gutter head 266.69 No

165 6" dia PVC mitres 266.69 No

166 6" dia PVC end caps 174.39 No

167 3 1/2" dia PVC rain water down pipes fixed to brick wall with wooden plugs buried in wall. ( Specials measured separately ) 29.78 L.ft

168 3 1/2" dia PVC Elbow 219.61 No

169 3 1/2" dia PVC shoe 197.94 No

ICTAD 2008

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Transcript of ICTAD 2008