OPERATING MANUAL CONSTRUCTION ACTIVITY SARVA SHIKSHA ABHIYAN

Document Sample
OPERATING MANUAL CONSTRUCTION ACTIVITY SARVA SHIKSHA ABHIYAN
OPERATING MANUAL

CONSTRUCTION ACTIVITY

SARVA SHIKSHA ABHIYAN

SCHOOL EDUCATION DEPARTMENT

GOVERNMENT OF WEST BENGAL

SIMPLE GUIDELINE AND

SUGGESTIONS FOR PEOPLE

CONSTRUCTING SCHOOL

BUILDINGS



Dr. B.B. Niyogi

Chief Engineering Advisor

School Education Department

Government of West Bengal

1. a. First Consideration

Budget

 One should start construction with a budget for

instance, you could a budget based on an area that

you have available for construction say @ Rs. 500/- per

sqft poor planning needs to major over run tropically to

major expenses cost of land and cost of construction.

Selection of a Plot

 The critical decision before starting construction is to

decide the location and size of plot.

Size of the Plot

Size of the plot should be depending on size of the

building and the length-breadth ration of the plot should

not exceed 1:2.

Legal Aspect



 Utmost care should be taken with respect to all

transactions involving land. After having

ascertaining the bonafides of the land, it would be

advisable to appoint a good lawyer to ensure

clear title of the land.

1. b. Assistance that to be taken A Check List



 Check List

1. Architect/Engineer

2. Contractor

3. Painter

4. Electrician

5. Carpenter

6. Mason

7. Plumber

8. Supplier of Building Materials

9. Neighbours

10. Guardian and VEC Member

1. Architecture/Engineer:

Please make sure that choose a reputed

Architect/Engineer from near by area where school is

being constructed





2. Contractor:

The contractor is responsible for arranging and

supervising the workmen for different activities of

construction. Contractors are generally paid either on per

square foot basis or in terms of labour employed. It goes

without saying that the reliability of your contractor

defines the quality and durability of the construction.

3. Carpenter:

The carpenter handles any woodwork – the making of

doors and windows, frames for grills and related fittings

and furniture for the house.

4. Painter:

After completing the construction process, the painter

can correct any minor detects and paint the house to

achieve the desired look. Information on painters is

available at paint stores or you could get a

recommendation from an acquaintance who has

recently painted their building.

5. Electrician:

All of the electrical layout and wiring is designed and

completed by the electrician. Please ensure that only

licensed electricians are employed for this activity.

Electricians can normally be contacted at electrical

equipment shops in the area.

6. Mason:

Laying concrete and bricks, maintaining proper

even levels and surface layouts – implementation

issues like these are the responsibility of the

mason.



7. Plumber:

Water supply, sanitation and waste disposal are

important elements for any house. The plumber

will help you design the best location and layouts

for these. He will also help you install sanitary

ware and pipes. For references, ask at sanitary

ware and hardware stores.

8. Building Material Suppliers:

Purchasing all building materials from authorized dealers

of reputed companies is one way of ensuring a durable,

long-lasting home. It is advisable to check specifications

prior to purchase. Looking for low-cost options may lead

to substandard results in construction.



9. Neighbours:

Some useful tips can be picked up from people who

have recently completed constructing their own homes.

These tips could help in avoiding pitfalls, and lead to

major savings in time and cost.

There are two types of rate contracts for

construction:

1. A turnkey rate contract, which includes cost of

construction, labour and cost of building

materials.

2. Labour contract rate, which excludes cost of

materials.



• In practice, people who are able to devote time

to the construction process opt for option 2. If,

however, option 1 is chosen, please ensure that

both the quality and quantity of materials to be

used is discussed beforehand.

Some Tips for saving Time and Money



• Understand the present and future needs of your

school.

• Ensure that the construction plan, working drawing and

the estimated costs are in place before starting

construction.

• Ensure maximum natural light in all the rooms by

providing adequate number of windows and ventilators.

• Avoid non-standard size doors and windows or

eliminate them altogether, if not necessary.

• Use materials available locally.

Contd.

 Plan for regular supply of materials beforehand. This

avoids delays in construction.

 Maintain minimal stocks of construction materials at the

site.

 Stock all the raw materials properly so that they are

safe.

 Fixtures and fittings should be chosen for durability

rather than just appearance.

 Electrical points need to be minimized.

 If air-conditioning is to be used, plan the location in

advance.

Table showing Material required to Construct 1 cum

of Concrete Work

Concrete Water

Water

Mixture (Litres per Cement Coarse

Cement Sand

Ratio of Cement Ratio 50 kg Bag (No. of 50 Aggregates

(cum)

and Coarse of kg Bags) (cum)

(W/C)

Aggregates Cement)



1:1:2 0.30 15 11.2 0.40 0.80



1:1.5:3 0.42 21 8.0 042 0.83



1:2:4 0.55 27.5 6.2 0.43 0.87



1:3:6 0.75 37 4.4 0.45 0.90

1:4:8 0.95 47.5 3.3 0.46 0.93

Table showing Material required to Construct 1 cum

of Brick Mortar





Cement (No. of 50 Sand

Cement Sand Mix Ratio

kg Bags) (cum)







1:3 2.6 0.267



1:4 1.9 0.275



1:6 1.4 0.299



1:6 1.1 0.308

Table showing Material required to Construct 12 mm

Plaster for 100 sqm





Cement (No. of 50 Sand

Cement Sand Mix Ratio

kg Bags) (cum)







1:2 21 1.4

1:3 15 1.5



1:4 12 1.6



1:6 9 1.8

 Sand

Procedures for Identifying Good Quality Sand:

 Good quality sand can be identified easily by taking a

handful and closing your fist around it. Any form of

contamination like mud will stick to your palm. The

presence of clay, grit, pebbles or dirt could be harmful in

construction. They need to be screened or sieved from the

sand before use.

 A slightly more scientific method could be to fill half a glass

tumbler with sand, add water into the tumbler and stir. Any

form of contamination could result in the water turning

muddy. As a rule, if the content of mud or dust exceeds

4% of the total quantity of sand, the sand would be

washed clean before use. In short, sand should not

contain clay, dirt, mica or sea shells.

 Wet Sand and Associated Problems





Sand should not contain water. Generally, if the sand

contains about 5% of water, then use 25% additional

quantity of sand for construction. Sometimes

construction labourers add too much water which is

detrimental to durable construction.

 Bricks and their Selection

Bricks can be tested just by observation. Visually they

should be in the correct shape with sharp corners. A

uniform colour also ensures good quality. One test is

to break a brick, it should not scatter into small pieces.

Another process of testing is to strike two bricks

against each other. Good quality bricks produce a

ringing sound when struck with each other. Also, a

good brick when dropped from a height of about a

meter should not break. Another practical test is to

soak a brick in water for about 24 hours. The weight of

the brick before and after soaking should be checked.

If the brick shows an additional weight of more than

15% after soaking, it should be rejected. For example,

a dry brick weighing 2 kg should not weigh more than

2.3 kg after being soaked in water for 24 hours.

 Steel Rods (Reinforcement Bars)

Concrete has good compressive strength. However, it does

not withstand tensile or bending stresses. To overcome

this, reinforcement bars (steel rods) are placed inside the

concrete to provide the necessary strength. Hence, the

term Reinforced Concrete Cement.

We suggest that only BIS certified steel bars should be

used for RCC construction. It is essential to ensure when

purchasing them that no rust is visible on the bars. The

steel bars are normally fixed in pre-designed formats. So,

be careful that all design requirements are strictly adhered

to.

 Cover Block

Use of cover blocks are highly recommended to ensure that

adequate concrete covers the steel bars. Cover blocks are

normally made using mortar and should be of a thickness

of 2 inch for footing, 1.5 inch for columns and ½ to ¾ inch

for slab and beam structures.

 Stone Gravel/Coarse Aggregates

Coarse aggregates are normally small pieces of stone

which give concrete its strength. The two most commonly

used sizes are ¾ inch or 20 mm and ½ inch or 12 mm. At

times both are used together in the ratio of 60:40 or even

up to 70:30.

While selecting the coarse aggregate, the following points

should be kept in mind:

• Coarse aggregate should be solid, in the shape of a cube

and free from dirt.

• Any form of contamination should be immediately removed.

• The right proportion of large and small size pieces should

be selected. This is to ensure that the space between the

large stonechips is filled in by the smaller pieces.

 Water

Water should be free of all contamination when used in

construction. Salty water or sea water should never be

used for making RCC. It is advisable to use

potable/drinkable water, as far as possible.





Addition of excess water is detrimental to concrete. A low

water to cement ratio makes the construction strong and

durable.





It is always useful to have containers of five or ten liters of

water handy while carrying out construction. One bag of

cement normally requires 25 liters of water.

 Test of Quantity of Water

As a general rule, after mixing the water with cement

and other ingredients, a ball of concrete mix should be

made. If this ball is thrown up in the air to a height of a

meter, it should not break or crumble as this is an

indication of excess water content. It would then be

advisable to reduce water content in the mix

immediately.

 What to Look for when you buy Cement

It is advisable to purchase only well known brands of

cement from reliable sources. A few rupees extra is money

well spent as an inferior quality cement could lead to

significantly higher cost later. Remember that cement once

used cannot be replaced or improved in the same way as

you can do with tiles and other such work. Besides, the

cost of cement is only a small percentage compared to the

total cost of construction. As a rule, cement should

constitute only 10%-14% of the total construction cost. For

example, if the total expenditure is about Rs.5 lakh, the

cost of cement is likely to be 10 to 14 percent, which is

around 500 bags. At a premium of five rupees per bag for

good quality cement, the cost of cement will increase by

about Rs.2500/-, which is quite insignificant when

compared to the total budget of Rs.5 lakh.

Type Features Use

Ordinary It is prepared by grinding clinker Can be used for all

Portland along with gypsum. This is available normal works.

Cement in several grades like 33, 43 and 53.

(OPC)

Blended/C High quality clinker is inter-ground Can be used in all

omposite with gypsum and a performance general constructions

Cement enhancing bonding material like slag such as concreting,

or poggolana. Comprises Portland brick joining, plaster

Slag Cement (PSC) or fly ash based and special

Portland Poggolana Cement (PPC) constructions. It gives

concrete better long-

term strength and

durability.

 Proper usage of Cement

• An optimum quantity of cement must be used for any

construction. It is a myth that high grade cements can be

used in lower quantities. If lower quantities of cements are

used, then an additional quantity of water is required. This

would mean a distorted water to cement ratio, and the

result would reduce the strength and durability of the

concrete.

• A common misunderstanding is that high grade cements

result in better results. The grade of cement only indicates

its compressive strength after a period of 28 days.

However, blended cement continues to increase in strength

beyond that period. Therefore, with the long term objective

of a lasting home, blended or composite cements are

usually preferred. Yet another misconception is that quick

seeking cement should be used. It is advisable to allow all

concrete structures the requisite time for setting.

 Ask the mason or contractor to be patient if they

complain about the time it takes to set. Slower setting

cement does not necessarily mean that it will not

provide long-term strength.





 Some people believe that the colour of cement

determines its quality. This is totally untrue. The colour

of the cement is determined by the quantity of the raw

materials used in its manufacture.

Some Additional Tips

• If you have doubts about the quality of cement, the first

step would be to consult the manufacturer. However, this

simple test will also suffice. Make a paste of a cement with

one-fourth the quantity of water and make cubes or blocks

of 50x50x20 mm size. Leave aside the cubes/blocks for a

day. Test them to see how easily they break. If the cement

is of good quality, the blocks will not crumble if you try to

crush it with your fingers.

• Cement is known to react with water and, therefore,

protection from moisture is of paramount importance. It

would be best to store the cement bags in an enclosed

godown. Ideally, the bags should also be placed on a

platform at least 6 inches above floor level, leaving a gap

away from the walls. Normally, each stack should not have

more than 15 bags. A ‘first in first out’ process should be

followed. Cement should always be used within 2–3

months of its manufacture.

Formwork (Shuttering)

This is the temporary formwork meant to support your

construction while the concrete work is in progress. It

comprises of wood props, plywood and steel plates. A

good formwork should be strong, solid and without any

gaps so that water leakage through through the joint or

any gap is almost minimum. 24 gauge micron

polythene sheet should be used to prevent any water

leakage. Apply a layer of releasing agent (like diesel or

grease mix) to the formwork where the concrete is to

be poured. This enables it to be removed with ease

and ensures a smooth finish.

Concrete Work

For RCC work, the ingredients of concrete should be in

the ratio of 1:1.5:3 (cement one part, sand 1.5 parts

and coarse aggregates 3 parts). All of these items are

measured by volume and are best measured using a

container of wood or steel. Traditionally, the size of this

container would be 350x250x400 mm, which holds 35

litres. While preparing the mixture, 25 litres of water

must be added per bag of cement. If the mix is

prepared in a machine, it should be mixed for at least 2

minutes so that the mixture blends well with the water.

If you are mixing by hand, then it is advisable to

prepare a dry mix of cement and sand in a tray. After

blending, when the colour appears uniform, the coarse

aggregate may be added and then finally add the

water.

The concrete mix should be cast before it begins to set.

Normally, concreting should be completed within 30

minutes to an hour. In case of any delay, do not add any

more water just to improve its flowing consistency. The

casting of concrete should be done continuously, i.e.,

layer over layer. The mixture should be poured from a

maximum height of 1.5 metres. This avoids the

ingredients separating. The mixture must then be

properly compacted. It is best to complete this task with

a needle vibrator. If this is unavailable, an iron rod could

be substituted. This is done to ensure that there are no

air bubbles in the concrete, as this would weaken it.

Brickwork



 The following mortars are suggested: -



for a 4 inch wall (divider walls in the middle of the

house)

cement:sand = 1:4



for a 9 inch wall (outer walls)

cement:sand =1:6

• Before beginning work, ensure that the bricks have been

soaked in water for 8 hours. Do not use completely wet

bricks as the cement mixture will not stick properly.

• After joining the bricks, the correct cutting or raking of the

mortar is essential. This helps the adhesion of the plaster.

The thickness of the brick joints should not be more than 1

cm. The vertical joints should never be continuous.

It is best not to lay bricks higher than 5 feet at a time, as the

mortar should given adequate time to set. The task of

joining should begin from 2 corners (3-4 layers). The parts

in between should be filled within the leftover frames. The

line level and plumb need to be continuously checked.

Curing must be done for at least 10 days.

In this context, please read the section on the quality of

bricks carefully.

• Plastering

Plaster is the skin of your house. Just as our skin gives

shape and texture to our body, and protects your house

from damage caused by salts, acid and rain. It also

makes your house look beautiful. Therefore, it is

important to pay close attention to it.

 Ensure that the wall is slightly wet before starting the

plastering. Dry walls adsorb water from the plaster and

this will cause the plaster, in time, to fall off.

 Check that the mason has not prepared the mix for the

whole day. The mix must be prepared only in small

quantities; as much as will be used in an hour. Your

mason can, however, keep a large quantity of dry mix

ready.

 The usual mix proportion is:

1:5 to 1:6 for internal plaster

1:4 to 1:5 for external plaster

1:3 to 1:4 for the ceiling

However, if the sand particles are very fine, 1:4 ratio

mix is suitable for all three areas.

 Use wooden float for finishing as steel floats can

sometimes cause small cracks.

 Curing should be done for 10–14 days.

Curing

The process of maintaining moisture in the concrete is

called curing. Concrete begins to dry after casting. So,

the parts exposed to the environment should be cured

to ensure that the concrete surface is never dry. This

needs to be done continuously, till the mandated period

of curing. Usually, 10-14 days of curing is considered

optimal. It is best to make small curing ponds or bunds

on flat or horizontal surfaces. For vertical surfaces, you

may wrap jute or hessian cloth on the surface and then

pour water onto it. This helps keep the surface wet for

longer periods.

Electrical Works



Select electrical goods for your house carefully (these

must be ISI marked).

 Make provisions for switch boards at the beginning of

construction, or it will clash with the décor of your

house later on.

 Make proper arrangements for earthing in your house

and have it checked regularly.

 Do not make several temporary connections from one

point.

Avoid using too many joints in the electrical wiring. Use

good quality wires and insulation material.

· To protect your electric equipment, use a fuse on every

power board.

· Do not use extension boards for permanent

connections.

· Keep the power supply cord safe from water, heat and

oil.

· Keep electrical materials away from children.

Note: Use electricity with restraint. Have your

connections, wiring etc. checked regularly. Get your

electric work done only from a registered or license-

holding electrical contractor.

Plumbing



 Use good quality ISI marked GI pipes and fittings

for the water supply.

 PVC pipes for sewage discharge are both durable

and convenient.



The joints of pipes and fittings must be leak-proof.

They should be double checked before laying the

tiles.

Painting

Painting provides protection to the walls of your house as

well as so much more. It is said that the colours of your

house reflect your personality. The painting work is

broken up into three parts:

1. Pre-painting Work

2. Surface Preparation

3. Painting

Painting your Interiors step by step:

 Clean the surface thoroughly with sand-paper.

 Then apply a coat of good quality primer. If required, apply

a second coat.

 Once the primer has dried, apply one or two coats of

acrylic-based putty.

 Apply a further coat, or two or three coats. Thinner should

be used as per requirement.

Here are some Suggestions to make the Painting

Work Easy:

 If there is any dampness or cracks or other damages on

your walls, have these repaired first.

 Select in advance the shades and colour schemes you

wish to have on your walls. You can get help choosing the

colours from catalogues, displays and show-rooms of

well-known companies.

 Find out the entire product range of the company so you

can select the colour that suits your needs.

 Choose light colours for outer walls. This will keep interior

temperatures low.

 Also use light colours on internal walls where a lot of

natural light is reflected.

An Account of Expenditure: Material

Sand

Sl. Rate

Date Supplier Quantity Expenditure Remarks

No. per cft









Total

Steel

Dia.

of

Sl. Steel Rate

Date Supplier Quantity Expenditure Remarks

No. Rods (Rs./Quintal)

(in

mm)









Total

Gravel

Quantity of

Sl. Gravels

Date Supplier Rate/cft Expenditure Remarks

No.

½” ¾” 5/4”









Total

Bricks

Sl.

Date Supplier Quantity Cost/1000 Expenditure Remarks

No.









Total

Cement

Sl. Cement No. of

Date Supplier Rate/Bag Expenditure Remarks

No. Brand Bags









Total

Other Expenses

Sl.

Date Material Expenditure Remarks

No.









Total

Expenditure: Labour

Labour Payments

No. of Labourers

Sl.

Date Contractor Chief Expenditure Remarks

No. Labour

Mason/Skilled

Charges

Labour









Total

ACR Cost of Construction as a Percentage

Sl. % of

Item

No. Expenditure

1. Foundation Soil 1-3

2. Foundation (Marking+Digging) 2-4

3. Foundation Structure 6-8

4. Cement 10-14

5. Sand 3-5

6. Stone Aggregate 4-6

7. Water 0-2

8. Steel Rod 3-6

9. Shuttering 2-4

10. Brick 8-10



Contd.

Sl. % of

Item

No. Expenditure

11. Flooring 3-7

12. Door & Window 5-8

13. Concrete Contractor Labour 6-10

14. Design Fee 2-3

15. Electric Work 4-6

16. Plumbing/Sanitation 4-6

17. Painting 6-10

18. Boundary Wall 1-3

19. Labour except Concrete Work 8-12

Average Expenditure = (78+127)/2 = 103% (Approx.)

Unit Cost of Building

(per square feet area)

Sl.

Item Rate/sqft

No.

1. Roof Rs.120.00

2. Brickwork Rs.100.00

3. Plastering Rs.75.00

4. Chaja + Lintel Rs.20.00

5. Door + Window Rs.70.00

6. Pipeline & Bathroom Rs.40.00

7. Electric Rs.40.00

Rs.10.00 &

8. White Wash & Colour Wash

Rs.30.00

9. Boundary Wall Rs.60.00

10. Flooring (net cement) Rs.25.00

1. Calculation for Roof:





Sample (100 sqft roof area)

Cement – 7 bags – Rs.1,750/-

Stonechips – 33 cft – Rs.1,320/-

Sand – Rs.300/-

Reinforcement – Rs.5,000/-

Labour – Rs.3,500/-

Total = Rs.11,870/-

2. Calculation for Brickwork:



Sample (1000 sqft plinth area)

a) Brick – 4000 upto plinth

8000 plinth to roof

Total = 12000 Nos. @ Rs.6.00/piece

= Rs.72,000/-

b) Mortar 54 bag cement – Rs.13,000/-

400 cft sand – Rs.6,000/-

c) Labour – Rs.9,000/-

Total = Rs.(72,000/- + Rs.13,000/-

+ 6,000/- + 9,000/-)

= Rs.1,00,000/- (approx)

3. Calculation for Plastering:

Sample (1000 sqft plinth area)

a) Inside – 100 bags

b) Outside – 60 bag

Rs.40,000/-

c) Sand – Rs.18,000/-

d) Labour – Rs.17,000/-

Total = 75,000/-

4. Calculation for Chaja & Lintel:

a) Reinforcement – 200 nos. – Rs.10,000/-

b) Cement – 20 bag – Rs.5,000/-

c) Stonechips – 100 cft – Rs.4,000/-

d) Sand – 70 cft – Rs.1,000/-

Total = Rs.20,000/-

5. Calculation for Door & Window:

a) Door – Rs.4,000/-

b) Window – Rs.3,000/-

Total = 7,000/-

6. Calculation for Pipeline & Bathroom:

a) Pipeline – Rs.20,000/-

b) Bathroom – Rs.20,000/-

Total = Rs.40,000/-

7. Calculation for White Wash & Colour Wash:

a) White Wash – Rs.10,000/-

b) Colour Wash – Rs.30,000/-

Hence, Rs.10/- & Rs.30/- per sqft respectively.

5. Calculation for Flooring:



a) Mozaic (Gray colour) – Rs.45/- per sqft

b) Mozaic (with white cement) – Rs.60/- per sqft

c) Marble (2’-0” x 2’-0”) Slab – Rs.(70/- + 20/-)

= Rs.90/- per sqft

d) Marble Large Slab (Dugri) – Rs.(120/- + 30/-)

= Rs.150/-

Rs.(150/- + 30/-) = Rs.180/-

Rs.(180/- + 30/-) = Rs.210/-

Sl. No. Total Cost per sqft

1. Rs.120/-

2. Rs.100/-

3. Rs.75/-

4. Rs.20/-

5. Rs.70/-

6. Rs.(20+20)/-

7. Rs.(20+20)/-

8. Rs.(10/45 + 30)/-

9. Rs.(60/520)/-

10. Rs.(25/460)/-

Break-up of Materials and Labour Items

Material Charges

Sl. Description Labour + Water

Quantity Charges

No. of Item Charges (in Rs.) Quantity

(in Rs.)

1. Earthwork in 21.29 cum 891.49

Excavation

2. Sand Filling 19.63 cum 3228.35

3. BFS 60.6 sqm LS Bricks = 3880.00

1940 nos.

4. PCC 3.57 cum LS Stonechip 1392.30

s = 5.6 cft

Sand = 440.00

55 cft

Cement = 1000.00

5 Bags



Contd.

Material Charges

Sl. Description Labour + Water

Quantity Charges

No. of Item Charges (in Rs.) Quantity

(in Rs.)

5. DPC 0.18 cum LS Stonechips = 72.80

5.6 cft

Sand = 2.8 22.40

cft

Cement = 234.00

1.17 Bags

6. Brickworks 17 cum LS Bricks = 24000.00

6250 nos.

Sand = 175 2000.00

cft

Cement = 34 8500.00

Bags



Contd.

Material Charges

Sl. Description of Labour + Water

Quantity Charges

No. Item Charges (in Rs.) Quantity

(in Rs.)

7. Cement 10 cum LS Stonechips 10000.00

Concrete = 300 cft

(1:2:4) Sand = 1800.00

150 cft

Cement = 16500.00

65 Bags

8. Reinforcement 1.64 MT LS 64400.00

9. Hire & Labour 141 sqm LS 18800.00

for Shuttering





Contd.

Material Charges

Sl. Description of Labour + Water

Quantity Charges

No. Item Charges (in Rs.) Quantity

(in Rs.)

10. A. Plastering 36.12 LS Sand = 4912.00

(1:6) cum (20 614 cft

mm th) Cement 14400.00

= 72

Bags

B. Plastering 3.47 cum LS Sand = 4584.00

(1:4) 573 cft

Cement 1400.00

= 7 Bags

11. Cement 0.03 cum 200.00

Punning

12. Wood Work 8.82 cft Local Wood 9456.00



Contd.

Material Charges

Sl. Description Labour + Water

Quantity Charges

No. of Item Charges (in Rs.) Quantity

(in Rs.)

13. ASF 0.86 cum LS Stonechips 338.00

= 26 cft

Sand = 108.00

13.5 cft

Cement = 1120.00

5.6 Bags

14. White 127.35 LS 573.00

Washing sqm

15. Colour 87.9 sqm LS 879.00

Washing

16. Priming 13.76 sqm LS 275.20

Coat

17. Painting 13.76 sqm LS 632.96

Contd.

Material Charges

Sl. Description of Labour + Water

Quantity Charges

No. Item Charges (in Rs.) Quantity

(in Rs.)

18. MS Round 18.94 kg LS 646.42

19. Iron Butt 20 nos. LS 384.00

Hinges

20. Anodized 2 (each) LS 60.00

Aluminium

21. Iron Hasp Bolt 2 (each) LS 160.00

22. Iron Socked 4 (each) LS 130.00

23. Anodized 2 (each) LS 102.00

Aluminium

Barrel

24. MS Clamp 16 LS 240.00



Contd.

Material Charges

Sl. Description of Labour + Water

Quantity Charges

No. Item Charges (in Rs.) Quantity

(in Rs.)

25. Supply Fitting 4 (each) LS 84.00

26. Ramp LS 1500.00

Total 4119.76 195226.08



N.B. The drawing and estimate should be treated as

reference. The area may vary as per site condition (like

land availability, local material cost, labour charge,

transportation cost etc.), but the unit cost of construction

should be kept within Rs.2.00 lakh. The changed/modified

plan and estimate must be prepared and checked by

District Engineering Cell and vetted properly by the

concerned district authority before implementation.

400 sqft Additional Class Room

(Model Labour Component)

Sl. No. of No. of No. of

Item

No. Days Labour Mistry

1. Earthwork in Excavation 2 4 1

2. Earth Ramming 2 2 -

3. BFS (75 mm) 1 2 1

4. 1:3:6 (Lean Concrete) 1 3 1

5. a) Reinforcement 1 2 2

b) Concrete (M20) 1 6 2

6. Foundation Brickwork (1:6) upto Plinth 2 4 2

7. Brickwork (1:6) upto Lintel 4 3 2

8. Lintel (M20) 3 2 2

9. Above Lintel Brickwork (1:6) 2 4 2



Contd.

Sl. No. of No. of No. of

Item

No. Days Labour Mistry

10. Roof Casting

a) Shuttering 2 2 2

b) Reinforcement 2 2 2

c) Concrete 1 8 3

11. Roof Casting

a) 1 1 1

b) 7 1 -

12. Plastering Inside 3 2 2

13. Plastering Outside 4 2 2

14. Flooring

a) Soling 1 2 1

b) Casting 1 2 2

c) Polishing 2 2 2

Contd.

Sl. No. of No. of No. of

Item

No. Days Labour Mistry

15. Door & Window

a) Frame (Fitting) 1 1 2

b) Panel 7 2 2

16. Colour Washing Inside 2 1 1

17. Colour Washing Outside 2 1 1


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