ICTAD 2008

BSR

B.S.RINDEXCONTENTSIntroductory Notes.1Excavation2Anti-termite treatment3Earthwork4Earthwork support5Concrete6Timber formwork7Steel reinforcement8Brickwork9Hollow block masonry10Random rubble masonry11Pressed tiling12Wall tiling & Terrazzo tiles13Roofing14Roof plumbing15Ceiling16Doors & windows17Ironmongery18Plastering19Painting & Decorating20Plumbing (PVC)21External drainage (EW pipes)22Plumbimg (C.I. pipes)23Manholes & Gulleys24Sanitary fittings25Gutters & Downpipes.MATERIAL AND LABOUR ANALYSIS FOR BUILDING WORKS.Analysis for Basic RatesThe 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)Job Overheads. - that vary with and are caused directly by the individual jobs.

(b)General Overheads - which include costs of maintaining an office, workshopand 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.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.1Supervision of work. (Wages of work Supervisors) 1.002Supervision of Labour ( Wages of Gangers)4.00

3Temporary Works.

(a)Access Road & Maintenance0.20

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

(c)Central Stores Building0.60

(d)Fencing and protection0.30

(e)Provision of water, light etc.0.30

(f)Cleaning and tidying up0.20

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

4Watchers for field stores and security of site.0.80

5Tools and implements for miscellaneous work0.90

6(a)Setting out and measurements0.50

(b)Providing samples for testing0.20

7Transportation of supervisory staff1.00

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

9Wages of job office staff1.20

10Transportation of job office staff.0.40

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

(b)Insurance of works and workmen's compensation0.50

12Interest in capital investment1.6016.00

General Overheads.13Head office rent, lights, telephone, stationary supplies, furniture etc. for same0.60

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

15Transportation and subsistance of Head office staff.1.0016Insurance, Interest and Taxes on business.0.40

17Legal expenses and consultancy fee 0.20

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

19Salaries of workshop & Yard Storekeepers, Drivers, Foremen,Mechanics and Workmen.0.406.00

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 machinary. The machinery allowed In this analysis is the concrete mixer, the vibratorand 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.Conversion - Imperial to Metric------------------------------------------------------------------------------------------------------------------------------To ConvertTo RateMultiplyRate perperby------------------------------------------------------------------------------------------------------------------------------CubeM30.353

SquareM20.1075

Sq.ftM210.7584

L.ftM3.28

CwtKg.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 toGround toGround to 1st floor2nd floor3rd floor------------------------------------------------------------------------------------------------------------------------------Concrete Cube 3%5%7%9" BrickworkSqr5%7%9%9" BrickworkCube 5%7%10%4 1/2" Brickwork Sqr5%7%10%Steel Reinforcements Cwt2.50%5%7.50%Plastering Sqr5%10%15%Painting Sqr3%6%9%Floor tiling Sqr2%4%6%Wall tiling Sqr2%4%6%Roof calicut tiles Sqr3%6%9%Roof Asbestos Sqr3%5%7%Ceiling workSqr3%5%7%------------------------------------------------------------------------------------------------------------------------------

EARTH WORK AND LANDSCAPINGNote:1Soils 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.2The analysis has been prepared for each of the above categories as shown initems nos 3 - 9.3However, 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.4This 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.5The 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.6Under 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.7In 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.

(1) ExcavtionEXCAVATION

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1Removing 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

10days U/Sk labourer600.006,000.00

Cost per 10squares6,000.00

Cost per Square600.00

35%Overheads & Profit210.00

Rate per square810.00

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2Excavation 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 5/8daysU/Sk labourer600.00975.00

Cost per cube975.00


Rate per cube1,316.25

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3Excavation 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

1day U / Sk labourer 700.00700.00

Cost per cube700.00


Rate per cube945.00

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4Excavation 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 1/4days U / Sk labourer600.001,350.00

Cost per cube1,350.00



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5Excavation 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 1/2days U/Sk labourer600.002,100.00




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6Excavation 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 920.002,760.00





7Excavation 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

2 1/2days U / Sk labourer600.001,500.00




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8Excavation 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

Materials0.75lbs blasting powder50.0037.5010L.ftfuse25.00250.001lb jumper steel80.0080.00

Fuel & forge - Add20%of material cost73.50

Labour1day Sk labourer800.00800.002days U / Sk labourer600.001,200.00




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

Per 10 square feet

Drilling, chipping & wedging-1 1/2days Sk labourer800.001,200.00

Steel, fuel & forge - Add25% of labour cost300.00

Collecting & Disposing -1 1/2days U /Sk labourer600.00900.00

Per 10sq.ft2,400.00


Rate per sq. ft.3,240.00

(2) Anti termite treatment

ANTI - TERMITE TREATMENT

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

Per square

Materials16 lbs D.D.T. powder60.00960.00( 8% in 20 glas of water)20gallons water2.2545.00

Labour1/2day U / Sk labourer600.00300.00




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).

(3) Back fillingEARTHWORK - BACKFILLING & COMPACTING.

11Backfilling to trenches with selected earth available at site

Per cube

1day U / Sk labourer600.00600.00

Cost per cube600.00


Rate per cube810.00

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12Back filling to trenches with imported material.

Per cube

1cube earth delivered at site640.00640.00

Add15% for compaction 96.00

Filling & Compaction1 1/4daysU / Sk labourer600.00750.00




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

Per cube

2daysU / Sk labourer600.001,200.00





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

Per cube

1cubeearth delivered at site.640.00640.00Add15%for compaction96.002daysU / Sk labourer600.001,200.00




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15Cutting 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 1/2days U / Sk labourer 600.001,500.00

Laying turf sods at site1/2day U / Sk labourer 600.00300.00

Watering for 30 days-1 1/2days U / Sk labourer600.00900.0060gallons water2.25135.00




NOTE:

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

(4) Eartwork support

EARTHWORK SUPPORT

16Earthwork 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 area2/15'-0" x 5'-0" =150 sq.ft

Per 150 sq.ft

Materials17.5cu. ftclass II timber (4 uses)800.003,500.00Add5%on above for wedges.175.00

Labour1daycarpenter800.00800.003daysU / Sk labourer600.001,800.00

Total for 150 sq. ft6,275.00

Cost per sqr4,183.33

35%Overheads & Profit1,464.17

Rate per Square5,647.50

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17Earthwork 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

Materials30cu.ftclass II timber (4 uses)800.006,000.00Add5%on above for wedges.300.00

Labour2dayscarpenter800.001,600.006daysU / Sk labourer600.003,600.00

Total for 150 sq.ft11,500.00



Rate per square10,350.00


18Earthwork 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

Materials100cu.ftclass II timber (4 uses)800.0020,000.00Add5%on above for wedges.1,000.00


Total for 450 sq.ft39,400.00




(5) Concrete

CONCRETE

Preamble

Assumptions;1Mixing concerte using a concerte mixer 14/10 cu.ft capacity and manual loading are the basis on which the norms are worked.

2A 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.

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

4In 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.

5NOTE: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.

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

Per cube

Materials13cwt(50 Kg bags) cement920.0011,960.000.53cubes sand4,000.002,120.000.92cubes 1 1/2" metal6,000.005,520.001/3dayhire of mixer3,000.001,000.00110gallons water 2.25247.50

Labour1/3dayskilled labourer800.00266.672daysU / Sk labourer600.001,200.00


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

Per cube

Materials14cwtcement (50 Kg. Bags)920.0012,880.000.6cubessand4,000.002,400.000.9cubes1" metal7,000.006,300.001/3dayhire of mixer3,000.001,000.00100gallonsWater2.25225.00



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21Mixing concrete 1 : 2 : 4 ( 3/4" )Grade 20

Per cube

Materials18cwtcement ( 50 Kg. Bags )920.0016,560.000.5cubessand4,000.002,000.000.88cubes3/4" metal7,500.006,600.001/3dayhire of mixer3,000.001,000.00120gallons Water 2.25270.00



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

Per cube

Materials23cwtcement ( 50 bags )920.0021,160.000.42cubessand4,000.001,680.000.82cubes3/4" metal7,500.006,150.001/3dayhire of mixer3,000.001,000.00150gallons water2.25337.50



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

Per cube

Materials31cwtcement ( 50 Kg. Bags )920.0028,520.000.44cubes sand4,000.001,760.000.96cubes 3/4" metal7,500.007,200.001/3day hire of mixer3,000.001,000.00200gallons Water 2.25450.00




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

Per square

Materials1/6cubeconcrete22,314.173,719.03Add10%for wastage371.90

Labour1/8daySk labourer800.00100.001/2dayU / Sk labourer600.00300.00




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

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

Per square

Materials1/4cubeconcrete22,314.175,578.54Add10%for wastage557.85

Labour1/8daySk labourer800.00100.003/4dayU / Sk labourer600.00450.00




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.


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

Per square

Materials0.5cubesconcrete22,314.1711,157.08Add5%for wastage557.85200gallons Water 2.25450.00

Labour1/2daySk labourer800.00400.001 1/4dayU / Sk labourer600.00750.00




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27Cement 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

Materials0.45cubesconcrete24,433.5010,995.08Add10%for wastage1,099.51

Plant1day hire of vibrator1,200.001,200.00

Labour1daymason800.00800.001daycarpenter800.00800.003daysU / Sk labourer600.001,800.001daySk labourer ( Vibrator )800.00800.00

Curing100sq.ftJute Hessian 10.001,000.00170gallonsWater 2.25382.501day U / Sk labourer600.00600.00

Total for 0.45 cubes19,477.08



Rate per cube 58,431.25


28Cement 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



Labour1day mason800.00800.001day carpenter800.00800.001day Sk labourer ( vibrator )800.00800.003daysU / Sk labourer600.001,800.00

Curing 80Sf.ftJute Hessian10.00800.00140gallonsWater 2.25315.001 1/2days U / Sk labourer600.00900.00





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

Per 0.45 cubes

Materials0.45cubesconcrete27,896.6712,553.50Add 10%for wastage1,255.35


Labour1daymason800.00800.001daycarpenter800.00800.001daySk labourer ( Vibrator )800.00800.003daysU / Sk labourer600.001,800.00

Curing60sq.ftJute Hessian10.00600.00100gallonswater2.25225.001/2dayU / Sk labourer600.00300.00







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

Per 0.50 cubes

Materials0.5cubesconcrete25,246.4512,623.23Add5%for wastage631.16


Labour1daymason800.00800.001daycarpenter800.00800.001daySk labourer ( Vibrator )800.00800.003daysU / Sk labourer600.001,800.00

Curing40sq.ftJute Hessian10.00400.00100gallonswater2.25225.001 1/2daysU / Sk labourer curing600.00900.00

Total for 0.50 cube 20,179.39





31Cement 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


Plant1dayhire of vibrator1,200.001,200.00

Labour1daymason800.00800.001daycarpenter800.00800.003daysU / Sk labourer600.001,800.001daySk labourer ( vibrator.)800.00800.00

Curing45sq.ftJute Hessian10.00450.00100gallonswater2.25225.001 1/2daysU / Sk labourer600.00900.00

Total for 0.51 cubes 21,913.66



Rate per cube 58,006.76---------------------------------------------------------------------------------------------------------------------------------------------------------------

32Cement 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



Labour1daymason800.00800.001daycarpenter800.00800.004daysU / Sk labourer600.002,400.001daySk labourer ( vibrator )800.00800.00








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

Per 0.45 cubes









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

Per 0.45 cubes





Total per 0.45 cubes 21,578.85





355" 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

Materials0.50cubeconcrete27,896.6713,948.33Add10%for wastage1,394.83


Labour1daymason800.00800.001daycarpenter800.00800.001daySK labourer ( vibrator )800.00800.004daysU / Sk labourer600.002,400.00

Curing30sq.ftJute Hessian10.00300.0090gallonsWater2.25202.501 1/2daysU / Sk labourer600.00900.00





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

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

Materials0.50cubeconcrete27,896.6713,948.33Add10%for wastage1,394.83


Labour1daymason800.00800.001daycarpenter800.00800.001daySK labourer ( vibrator )800.00800.004daysU / Sk labourer600.002,400.00

Curing25sq.ftJute Hessian10.00250.0090gallonsWater2.25202.501 1/2daysU / Sk labourer600.00900.00

Total for 0.50 cube22,695.67





37Cement 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 0.45cubeconcrete25,246.4511,360.90Add10%for wastage1,136.09


Labour1daymason800.00800.001daycarpenter800.00800.001daySk labourer ( vibrator )800.00800.004daysU / Sk labourer600.002,400.00

Curing10sq.ft Jute Hessian10.00100.0090gallonsWater2.25202.501 1/2daysU / Sk labourer600.00900.00




Rate per Cube59,098.48

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38Cement 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 0.45cu.ftconcrete27,896.6712,553.50Add10%for wastage1,255.35










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









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









(6) Timber formworkTIMBER FORMWORK

41Sawn 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 MOULD1 ) Materials18.15sq.ft1" thick class II timber planks50.00907.5017.1L.ft2" x 2" class II timber in yokes.15.00256.5016.12L.ft2" x 1" class II timber battens.3.0048.361 1/2lbs wire nails.82.00123.00

2 ) Fabricanting1/2daycarpenter800.00400.001/2dayU / Sk labourer600.00300.00

Total cost2,035.36

Allowing4uses cost of mould per use.(A)508.84

( B )Assembling ( Per use )Materials12nos.16 mm 18" long bolts ( 20 uses)30.0018.001/2litremould oil60.0030.0035L.ft 4" x 2" props ( 10 uses )40.00140.00

1/4daycarpenter800.00200.001/4dayU / Sk labourer600.00150.00

Cost of Assembling Per use(B)538.00

( C )Dismantling cleaning & repairing ( per use )

1/4daycarpenter800.00200.001/4dayU / Sk labourer600.00150.00

Cost of dismantling per use.(C)350.00

Total cost per use ( For 15.0 sq.ft ) i.e. ( A + B + C )1,396.84

Cost per Square.9,312.27




42Sawn timber formwork for concrete beams in ground floor.

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

( A )Making the mould.1 ) Materials60sq.ft1" timber planks.50.003,000.0024L.ft2" x 1" battens.3.0072.0045L.ft2" x 2" ledgers.15.00675.0030L.ft4" x 2" bearers at bottom of mould.40.001,200.002lbs wire nails.82.00164.00

2 ) Labour1 1/2dayscarpenter800.001,200.002daysU / Sk labourer600.001,200.00

Total cost of mould7,511.00

Assuming4uses cost per use1,877.75Add 10%for repairs 187.78Cost per use(A)2,065.53

( B )Assembling

110L.ft 4" x 2" vertical props ( 10 uses )40.00440.0080L.ft 2" x 2" bracing to mould & props.15.001,200.0050L.ft 2" x 2" bracing to a set of props.15.00750.006sq.ft1" timber base plate to props.50.00300.0022Noswedges5.00110.00

Cost of materials for aseembling .2,800.00

Assuming an average of 6 uses.Cost of materials per use.466.67Add10%of cost of materials for repairs.46.67Total cost of materials per use.(B)513.33

( C ) Labour & SundriesLabour 1daycarpenter800.00800.002dayU / Sk labourer600.001,200.001/2gallonsmould oil60.0030.001/2lbnails82.0041.00

Cost per use.(C)2,071.00

( D )Dismantling and Cleaning Labour1/2daycarpenter800.00400.002dayU / Sk labourer600.001,200.00

Cost of labour for dismantling per use.(D)1,600.00

Total cost for making the mould assembling aligning dismantling and cleaning for 55 sq.ft per use .( A + B+ C + D )6,249.86

Cost per Square11,363.38


Rate per square.15,340.56


43Sawn 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 panels1 ) Materials220sq.ft1" thick tongue and grooved timber planks.50.0011,000.00121L.ft 4" x 2" runners at 2'-0" centres.40.004,840.004lbs.wire nails.82.00328.00

2 ) labour3dayscarpenter800.002,400.003daysU / Sk labourer600.001,800.00

Total cost of making panels.20,368.00

Assuming 4uses cost per use.5,092.00Add20%for repairs.1,018.40Total cost of panels per use.(A)6,110.40

( B )AssemblingMaterials690L.ft4" x 2" vertical timber props. ( 10 uses. )40.002,760.0066L.ft2" x 2" bracing for props.15.00990.00122No.wedges5.00610.0033sq.ft1" base plates for props.50.001,650.00

Cost of materials for assembling.6,010.00

Assuming 6uses cost of materials .For assembling per use.1,001.67Add20%of above for repairs.200.33Total cost of materials for assuming per use.(B)1,202.00

( C )Labour & Sundries for Assembling1daycarpenter800.00800.004daysU / Sk labourer600.002,400.001gallonsmolud oil for assembling60.0060.002lbswire nails.82.00164.00

Total cost per use for assembling.(C)3,424.00

( D ) Dismantling & CleaningLabour1/2daycarpenter800.00400.002daysU / Sk labourer600.001,200.00 Total cost for dismantling per use.(D)1,600.00

Total cost for assembling per use for 200 sq.ft 12,336.40( A + B + C + D )

Cost of formwork per square6,168.20


Rate per Square8,327.07

(7) Steel reinforcementSTEEL REINFORCEMENTS

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

Materials1cwtM. S./ Tor steel rods including 6,600.006,600.00transport to site. Allow 15%for wastage990.00

1 1/2lbs16 BWG binding wire85.00127.50Add1.50%of steel cost for spacers or chairs.99.00

Labour1dayblacksimth800.00800.001dayU / Sk labourer600.00600.00

Cost per cwt9,216.50


Rate per cwt12,442.28

(8) & (9) Brickwork

BRICKWORK

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

Per cube

Materials1450bricks6.259,062.50Add5%wastage453.134cwtcement ( 50 Kg bags )920.003,680.000.25cubes sand4,000.001,000.00150gallonswater2.25337.50

Labour3daysmason800.002,400.004daysU / Sk labourer600.002,400.00




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

Per cube

Materials1450Nos.bricks6.259,062.50Add5%wastage453.132 1/3cwtcement ( 50 Kg bags )920.002,146.673/8cubes sand4,000.001,500.00150gallonswater2.25337.50






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

Per square

Materials550Nos.bricks6.253,437.50Add5%wastage171.881.3cwtcement ( 50 Kg bags )920.001,196.001/10cubes sand4,000.00400.0050gallonswater2.25112.50

Labour1 1/2daysmason800.001,200.002daysU / Sk labourer600.001,200.00Scaffolding - Add 5%of labour cost120.00

Total per square7,837.88



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

Per square

Materials1090Nos.bricks6.256,812.50Add5%for wastage340.633cwtcement ( 50 Kg bags )920.002,760.000.2cubessand4,000.00800.00115gallonswater2.25258.75

Labour2 1/4days mason800.001,800.003 3/4days U / Sk labourer600.002,250.00Scaffolding - Add 3%of labour cost121.50





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

Per square

Materials1630Nos.bricks6.2510,187.50Add5%for wastage509.384.5cwtcement ( 50 Kg bags )920.004,140.000.3cubessand4,000.001,200.00170gallonswater2.25382.50





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

Per square ( i.e 0.75 cubes )

Materials1090Nos.bricks6.256,812.50Add5%for wastage340.631.75cwtcement ( 50 Kg bags )920.001,610.000.3cubessand4,000.001,200.00115gallonswater2.25258.75

Labour2 1/4days mason800.001,800.003days U / Sk labourer600.001,800.00Scaffolding - Add 3%of labour cost108.00





514 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor

( Facing to brickwork measured separately )

Per square

Materials550Nos.wire cut bricks12.006,600.00Add2%for wastage132.001.2cwtcement ( 50 Kg bags )920.001,104.000.08cubessand4,000.00320.0030gallonswater2.2567.50

Labour1 1/2days mason800.001,200.002days U / Sk labourer600.001,200.00Scaffolding - Add 5%of labour cost120.00




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


Per square

Materials1080Nos.wire cut bricks12.0012,960.00Add4%for wastage518.402.5cwtcement ( 50 Kg bags )920.002,300.000.18cubessand4,000.00720.00100gallonswater2.25225.00






5313 1/2" thick brick wall ( wire cut ) in cement & sand 1:5 in ground floor


Per square

Materials1630Nos.wire cut bricks12.0019,560.00Add2%for wastage391.204.5cwtcement ( 50 kg bags )920.004,140.000.3cubessand4,000.001,200.00150gallonswater2.25337.50





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54Extra 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

Materials0.5cwtcement ( 50 Kg bags )920.00460.001cu.ft sand4,000.004,000.001/10gallonsacid100.0010.0010gallonswater2.2522.50

Labour5daysmason 800.004,000.003 1/2daysU / Sk labourer600.002,100.00





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

Per square

Materials350Nos.bricks6.252,187.501.2cwtslaked lime35.0042.000.11cubessand4,000.00440.0045gallonswater2.25101.25

Labourer1 1/4daysmason800.001,000.002 1/2daysU / Sk labourer600.001,500.00




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56Steps 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

Materials120Nos.bricks6.25750.000.5cwtcement ( 50 Kg bags )920.00460.000.05cubessand4,000.00200.0015gallonswater2.2533.75

Labour1/2daymason800.00400.001/2dayU / Sk labourer600.00300.00

Total for 10 L.ft2,143.75

Cost per L.ft.214.38


Rate per L.ft289.41


57Brick 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

Materials140Nosbricks6.25875.000.8cwtcement ( 50 kg bags )920.00736.000.05cubessand4,000.00200.0020gallonswater2.2545.00

Labour1 1/4daysmason800.001,000.001 1/4daysU / Sk labourer600.00750.00




Rate per L.ft486.81

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58Brick 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

Materials110bricks6.25687.500.7cwtcement ( 50 Kg bags )920.00644.000.04cubessand4,000.00160.0015gallonswater2.2533.75

Labour1daysmason800.00800.001 1/4daysU / Sk labourer600.00750.00




Rate per L.ft415.16


HOLLOW BLOCKWORK

598" 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" )

Materials112NosHollow cement block65.007,280.00Allow5%for wastage364.000.75cwtcement ( 50 Kg bags )920.00690.000.06cubessand4,000.00240.00

Labour1 1/2daysmason800.001,200.002 1/2daysU / Sk labourer600.001,500.00Add3%for Scaffolding81.00




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604" 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" )

Materials112Nos.Hollow cement block38.004,256.00Allow5%for wastage212.800.4cwtcement ( 50 Kg bags )920.00368.000.03cubessand4,000.00120.00

Labour1daysmason800.00800.002daysU / Sk labourer600.001,200.00Add5%for Scaffolding100.00




(10) Random rubble masonry

RUBBLE MASONRY

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

Per cube ( 14" thick )

Materials1.3cubes6" - 9" rubble3,500.004,550.007.25cwtcement ( 50 Kg bags )920.006,670.000.3cubesand4,000.001,200.00100gallonswater2.25225.00





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

Per cube ( 14" thick )

Materials1.3cubes6" - 9" rubble3,500.004,550.007.25cwtcement ( 50 Kg bags )920.006,670.000.3cubesand4,000.001,200.00100gallonswater2.25225.00

Labour4 1/2daysmason800.003,600.007daysU / Sk labourer600.004,200.00Add3%for Scaffolding234.00




(11) & (12) Tiling

TILE WORKS

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

Per square

Materials225Nos.pressed tiles 8" x 8"6.001,350.00Add5%for wastage67.501 1/4cwtcement ( 50 Kg bags )920.001,150.000.07cubesand4,000.00280.001/4lbwax polish80.0020.001/4lbcoloured pigment128.0032.002lbscotton waste20.0040.00

Labour4daysSpecial mason950.003,800.004daysU / Sk labourer600.002,400.001/2dayU / Sk labourer for polishing600.00300.00

Cost per square9,439.50




WALL TILING & TERRAZZO TILES

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

Per square

Materials400Nosgalzed tiles 6" x 6"15.006,000.00Add10%for wastage on cutting 600.002 1/2cwtcement ( 50 Kg bags )920.002,300.000.11cubesand4,000.00440.001lbwhite cement30.0030.00

Labour4daysSpecial mason950.003,800.004daysU / Sk laboruer600.002,400.001/4dayU / Sk laboruer for cleaning600.00150.00




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

Per square

Materials100Nos12" x 12" terrazzo tiles35.003,500.00Add5%for wastage175.001 1/4cwtcement ( 50 kg bags )920.001,150.000.07cubessand4,000.00280.002lbsColoured pigment128.00256.001/2lbwax polish80.0040.002lbcotton waste20.0040.00

Labour4daysSpecial mson950.003,800.003daysU / Sk labourer600.001,800.001/2dayU / Sk labourer ( polishing )600.00300.00




(13) RoofingROOF WORK

66Timber 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

Materials34cu.ftclass 1 timber1,500.0051,000.00Add10%for wastage5,100.00660l.ft 2" x 1" reepers8.005,280.00Add5%for wastage264.008lbswire nails 6" long82.00656.002lbswire nails 2" long82.00164.00


Total per 6.00 squares72,864.00




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

Per 6.00 squares

Materials750nos.tiles10.007,500.00


Cost per 6.00 squares.11,700.00





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

Per 3.60 sqrs.

Materials13 1/4cu.fttimber purlins1,500.0019,875.00Add10%for wastage1,987.50

Labour2 1/2dayscarpenter800.002,000.003daysU / Sk labourer600.001,800.00





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

Per 3.60 squares

Materials420sq.ftasbestos corrugated sheets.26.0010,920.0072Nos.roofing screws and washers.15.001,080.00

Labour1dayscarpenter800.00800.002daysU / Sk labourer600.001,200.00

Total per 3.60 squares.14,000.00

Cosr per square3,888.89




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

Per square

Materials650Noshalf round clay tiles5.003,250.00

Labour2daysU / Sk labourer600.001,200.00




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

Per 13' - 4" length

Materials4pairsridges 3' - 8" long250.001,000.0016nos.roofing screws or bolts15.00240.00

Labour1/4daycarpenter800.00200.001/4dayU / Sk labourer600.00150.00

Tota per 13' - 4" ridging1,590.00

Cost per L.ft119.28


Rate per L.ft161.03


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

Per 12 L.ft ridging

Materials9nos.ridge tiles25.00225.001/3cwtcement ( 50 Kg bags )920.00306.660.02cubesand4,000.0080.0015lbsslaked lime35.00525.001/2lbcolouring powder128.0064.00

Labour1/4daymason700.00175.001/4dayU / Sk labourer400.00100.00

Total per 12 L.ft ridging1,475.66



Rate per L.ft166.01

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733/4" x 9" high valance board fixed with brass screws to ends of rafters ( for tile roofing )

Per 100 L.ft

Materials75sq.ft1" thick planks150.0011,250.00Add5%for wastage562.5070Nos.1 1/2" brass screws3.60252.00

Labour3dayscarpenter700.002,100.003daysU / Sk labourer400.001,200.00Add5%for scaffolding165.00

Total per 100 L.ft15,529.50



Rate per L.ft209.65


743/4" x 9" high valance board fixed with brass screws at 2'-0" centres to sides of rafters.

Per 100 L.ft

Materials75sq.ft1" thick planks150.0011,250.00Add5%for wastage562.5050Nos.1 1/2" brass screws3.60180.00


Total per 100 L.ft15,457.50



Rate per L.ft208.68

(14) Roof plumbingROOF PLUMBING

7518 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

Materials2no.G.I. sheet ( 8' x 4' )2,500.005,000.001/4galwood preservative338.0084.500.1cwtcememnt ( 50 Kg bags )605.0060.500.05cwtslaked lime35.001.751cu.ftsand6,500.0065.0050sq.ftplanks26.001,300.002lbs1 1/2" wire nails45.0090.00

Labour

Fixing boarding and applying wood preservative1daycarpenter700.00700.001dayU / Sk labourer400.00400.00

Making and fixing G.I. Sheets1/2daytinker700.00350.001/2dayU / Sk labourer400.00200.00

Building sides1/4daymason700.00175.001/2dayU / Sk labourer400.00200.00

Total per 15.00 L.ft8,626.75



Rate per L.ft776.41


7618 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

Materials1no.G.I. sheet ( 8' x 4' )2,500.002,500.000.05cwtcememnt ( 50 Kg bags )605.0030.251cu.ftsand65.0065.001lbssoldering lead30.0030.00

Labour

Cutting bending , soldering & fixing1/2daytinker700.00350.001/8daymason ( caulking )700.0087.503/4dayU / Sk labourer400.00300.00

Building sides1/4daymason700.00175.001/2dayU / Sk labourer400.00200.00

Total per 15.00 L.ft3,737.75



Rate per L.ft336.40

(15) Ceiling

CEILING WORK

77Timber 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

Materials8cu.ft timber class I1,500.0012,000.001lb2" nails45.0045.0026Nos.fiber / plastic plugs2.5065.0025lbscement605.00137.502cu.ft sand6,500.00130.001/4use 2" brush175.0043.751/3galtarnap90.0030.00

Labour2 1/2dayscarpenter700.001,750.001/2daymason700.00350.001 1/2daysU / Sk labourer400.00600.00Add5%for scaffolding135.00




Rate per sqrare10,582.79

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78Horizontal 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

Materials210sq.ftflat asbestos sheets16.003,360.0060l.ft2" x 2" Halmilla cove mouldings20.001,200.00125l.ft1/2" x 1 1/2" Halmilla beadings4.00500.001/4lb1/4" clout headed nails75.0018.7596nos1 1/2" brass screws4.50432.00

Labour1 1/2dayscarpenter700.001,050.002daysU / Sk labourer400.00800.00Add5%for scaffolding92.50

Total for 1.95 squares7,453.25





793/4" 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

Materials115l.ft 4" x 2" timber joists65.007,475.00215sq.ft6" x 3/4" Lunumidella ceiling planks.46.009,890.003lbscement605.0016.504cu.ftsand6,500.00260.004Kg1 1/2" brass nails120.00480.00

LabourMaking holes, fixing joints & making good -1daymason700.00700.001daycarpenter700.00700.003daysU / Sk labourer400.001,200.00

Fixing ceiling boards3dayscarpenter700.002,100.004daysU / Sk labourer400.001,600.00Add3%for scaffolding111.00





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803/4" 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.

Materials220sq.ftceiling planks46.0010,120.0040l.ft2" x 1/4" timber strips8.00320.002Kg3/4" nails45.0090.004Kg1 1/2" brass nails120.00480.00


Total per 1.80 sqrs.15,645.00




(16) Doors & WindowsDOORS & WINDOWS

81Door 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 1/2cu.ft4" x 3" timber1,200.001,800.002No.spur stones30.0060.006No.fiber/plastic plugs with 4" long brass screws10.0060.002No.5/8" mild steel dowels 4" long12.0024.00

b) Sash -14sq.ft1 1/2" planks200.002,800.005sq.ft1" planks150.00750.00

Labour5dayscarpenter700.003,500.001 1/2daysU / Sk labourer400.00600.00

Total per 22.75 sq.ft9,594.00

Cost per sq.ft.421.71


Rate per square foot569.31

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82Door 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 2/3cu.ft4" x 3" timber1,200.002,000.002No.spur stones30.0060.006No.fiber / plastic plugs with 4" long screws10.0060.002No.5/8" dia mild steel dowels 4" long12.0024.00

b) Sashes -16sq.ft1 1/2" planks200.003,200.007sq.ft1" planks150.001,050.00

Labour6dayscarpenter700.004,200.002daysU / Sk labourer400.00800.00






83Plywoood 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 - 1.8cu.ft4" x 3" timber1,200.002,160.002No.spur stones30.0060.006No.fiber/plastic plugs with 4" long brass screws10.0060.00

b) Sash - 1No.6'-9" x 2'-9" plywood sash1,200.001,200.00

Labour3/4daycarpenter700.00525.003/8dayU / Sk labourer400.00150.001/4daymason ( fixing frame )700.00175.001/4dayU / Sk labourer ( - do - )400.00100.00

Total per 21.75 square feet4,430.00



Rate per square feet274.97

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84Door 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 - 1.7cu.ft4" x 3" timber1,200.002,040.002No.spur stones30.0060.006No.fiber/plastic plugs with 4" long brass screws10.0060.002No.5/8" mild steel dowels 4" long.12.0024.00

b) Sash - 21sq.ft1" thick planks150.003,150.003doz1 1/4" long brass screws.3.00108.00

Labour2 1/4daycarpenter700.001,575.001dayU / Sk labourer400.00400.001/4daymason ( fixing frame )700.00175.001/4dayU / Sk labourer ( - do - )400.00100.00

Total per 16.25 square feet7,692.00



Rate per square feet639.03


85Window, 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 - 3.2cu.ft4" x 3" timber1,200.003,840.004Nofiber/plastic plugs with 4" long brass screws10.0040.00

b) Sashes - 9.25sq.ft3" x 1 1/2" timber85.00786.25

Labour6dayscarpenter700.004,200.002 1/2daysU / Sk labourer400.001,000.001/2daymason ( fixing frame )700.00350.001/2dayU / Sk labourer ( - do - )400.00200.00





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861/6" 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

Materials9sq.ftglass panes30.00270.0030L.ft1/2" x 1/2" beading0.7522.504dozbrass panel pins0.602.40

Labour1/2dayglazier700.00350.001/2dayU / Sk labourer400.00200.00

Total per 9.00 sq.ft844.90



Rate per sqaure foot126.74

(17) Iron mangory

IRONMONGARY

87Butt hinges 5" x 2 1/2"

Per Pair.

Materials1 1/2pairsbutt hinges180.00270.0024nos3/4" brass screws1.5036.00


Per 1 1/2 pairs581.00

Cost per pair387.33


Rate per pair522.90

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88Tee hinges 6" x 12"

Per Pair.

Materials1pairTee hinges350.00350.0024nos3/4" iron screws1.5036.00

Labour1/4daycarpenter800.00200.001/4dayU / Sklabourer600.00150.00

Cost per pair736.00


Rate per pair993.60

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89Rim lock

Per No.

Materials1Norim lock with screws250.00250.00


Cost per no.600.00


Rate per No.810.00


90Mortice lock

Per No.

Materials1Nomortice lock with screws2,215.002,215.00


Cost per no.2,915.00


Rate per No.3,935.25

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91Casement stays.

Per No.

Materials4Noscsaement stays48.00192.0016Nos1/2" brass screws1.0016.00


Total for 4 nos.558.00

Cost per no.139.50


Rate per No.188.33

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92Door closer ( Hydraulic )

Per No.

Materials1Nodoor closer850.00850.008Nos3/4' brass screws1.5012.00


Cost per no.1,212.00




93Tower / Skeleton brass bolts.

Per No.

Materials1NoTower / Skeleton bolt73.0073.0010Nos1/2" brass screws1.0010.00

Labour1/2hrcarpenter800.00400.001/2hrU / Sk labourer600.00300.00

Cost per no.783.00



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

Per No.

Materials1Nobarrel bolt48.0048.008Nos1/2' brass screws1.008.00

Labour1/2hrcarpenter800.0050.001/2hrU / Sk labourer600.0037.50

Cost per no.143.50


Rate per No.193.73

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95Casement fasteners.

Per No.

Materials6Noscasement fasteners34.00204.0024Nos1/2" brass screws1.0024.00


Total per 6 Nos.928.00

Cost per no.154.67


Rate per No.208.80


96Spring loaded fanlight catches

Per No.

Materials6Nosbrass fanlight catches30.00180.0024nos1/2" brass screws1.0024.00



Cost per no.150.67


Rate per No.203.40

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

Per No.

Materials6Nosdraw rings15.0090.0012nos1/2" brass screws1.0012.00



Cost per no.75.33


Rate per No.101.70

(18) Plastering

PLASTERWORKS.

983/4" thick DPC, in cement sand 1:2 finished with 2 coats hot tar and blinded with sand.

Per square

Materials2.25cwtcement ( 50 Kg bags )605.001,361.250.11cubesand5,600.00616.001 1/2galsbitumen85.00127.5010lbsFirewood2.0020.0010gallonswater2.2522.50

Labour1 1/4daysmason700.00875.002 1/2daysU / Sk labourer400.001,000.00




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993/4" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty.

Per square

Materials1.3cwtslaked lime35.0045.500.07cubesand6,500.00455.0010gallonswater2.2522.50

Labour1daymason700.00700.001 3/4daysU / Sk labourer400.00700.00Add 3%for scaffolding42.00





1005/8" thick plastering to wall in lime and sand 2 : 5 including floating with lime putty.

Per square

Materials1.4cwtcement ( 50 Kg bags )605.00847.000.06cubesand6,500.00390.0010gallonswater2.2522.50

Labour1daysmason700.00700.001 1/2daysU / Sk labourer400.00600.00Add 3%for scaffolding39.00




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1013/8" thick plastering to soffit of slab in cement and sand 1 : 3 including floating with lime putty.

Per square

Materials0.8cwtcement ( 50 Kg bags )605.00484.000.16cwtsalked lime35.005.600.03cubesand6,500.00195.005gallonswater2.2511.25

Labour2 1/2daysmason700.001,750.002 1/2daysU / Sk labourer400.001,000.00Add 3%for scaffolding82.50





1023/8" thick plastering to sides and soffit of beams in cement and sand 1 : 3 including floating with lime putty.

Per Sqr.

Materials

0.8cwtcement ( 50 Kg bags )605.00484.000.16cwtsalked lime35.005.600.03cubesand6,500.00195.005gallonswater2.2511.25

Labour2daysmason700.001,400.002daysU / Sk labourer400.00800.00Add3%for scaffolding66.00




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1035/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finished semi rough with wooden floating.

Per square


Labour1daymason700.00700.001 1/4daysU / Sk labourer400.00500.00Add3%for saffolding36.00





1045/8" thick plastering to wall in lime, cement and sand 1 : 1 : 5 finishedsmooth with lime putty floating.

Per square


Labour1daymason700.00700.001 1/4daysU / Sk labourer400.00500.00Add3%for scaffolding36.00




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1051/2" thick rendering in cement and sand 1 : 3 finished smooth.

Per square


Labour1daymason700.00700.001 1/2daysU / Sk labourer400.00600.001/4dayU / Sk labourer ( curing )400.00100.00





1061/2" thick rendering in cement and sand 1 : 2 in floors, finished smooth.

Per square


Labour1daymason700.00700.001 1/2daysU / Sk labourer400.00600.001/4dayU / Sk labourer ( curing )400.00100.00




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Documents

ICTAD 2008