total project

SYNOPSIS1. Title of the Project:- Planning and Construction of Residential Township Project with required amenities like Primary School, Culverts , Surface Drain and Internal Roads.2. Objective of the Project:- Presently I am working in the New Town Kolkata Development Authority under Urban Development. In the new Project it has been decided to accommodate 100 families comprising of 5members in each family. As it is a township project it has been felt necessary to provide amenities of various types like Primary School Building, Culverts, Internal Roads, Surface Drains etc.3. Rationale of the Study:- This project of preparation of a township for accommodation includes detailed study of site conditions, detailed preparation of designs for framed buildings, detailed preparation of drawings and estimates.4. Detailed Methodology to be used for carrying out the Project:- Detailed study of purpose of project and facilities to be provided. Detailed study of Site Conditions determined by Geotechnical investigations. Detailed Study of facilities to be provided by a Municipal Authority. Detailed description of Building Bylaws to be followed and its various principles. Preparation of Detailed Site Plan maintaining the Bylaws regulations. Preparation of Architectural Plan for the Residential Building and its detailed drawings and Quantity Estimates followed by Abstract of Cost. Preparation of Architectural Plan for the Framed Primary School. Preparation of Structural Design for the Primary School. Preparation of Quantity Estimates for the Primary School followed by the Abstract of cost. Prepration of Design, Drawings and Estimates of Septic Tank, Soak Pit, Internal Roads, Culverts etc.5.

Introduction Of Civil Project

It has been proposed to prepare a project report for a housing complex for MIG. In one sentence it can be said that this project work is the application of all the basic knowledge of what we have learn in our three year diploma in Civil Engineering course. For this reason we have given a project of residential complex of MIG. This complex is to be construction for providing accommodation of 100 families and each family having 5 members.The available land is in rectangular shape having dimensions 225m x 650m, whose frontage is along the National Highway. The existing G.L of the land is 0.6m below the crest of 30m highway.The covered area is within 40 - 45% of the open areas.The brick masonry building is three storied and each storied consist of two flats. It has two build up as per Municipality rules.The complex has a primary school inside.The main trunk road within the complex is 10 m wide and cross roads are 6m wide. The building entry roads are made of brick pavements having 2m wide.At least one play ground having dimensions 30m x 60m have to be provide for children of every 10 buildings, in addition to that there will be a library, a community centre, a shopping complex and a Hospital.The jobs undertaken by us of our GROUP A are as follows-1. We have prepared a site plan showing location of all building units, School building, Community centre, Library, Roads, Hospital & Water supply schemes e.g.2. We have made sectional plans of flat buildings & school buildings Ground floorTypical floorDoor & Window scheduleSanitary & Plumbing arrangement with fixturesSeptic tank3. Front & Side elevation of buildings.4. Two sections (through stair & other through toilets).5. Choice of specification.6. Structural design of foundation, slabs, beams, columns with footing, stairs e.g. with detail reports by computer printout & necessary sketches.7. Detail drawing of RCC elements with all reinforcement on drawing sheet marking ammonia print or by Auto CAD.8. Overall specification of all items.9. Detailed estimate of school building with latest PWD rates.10. Estimate of road project.11. Complete the whole project by the bar chart which shows the time duration of all item of work.All these jobs have been handled by us & we completed the whole project within the schedule time.

INFORMATION ABOUT THE PROJECT SITE

1. Topography- Flat land with depression in certain places.2. Water Logging Tendency- Moderate3. Approximate Depth of Filling Required 0.6 m4. Nature of Structure of Adjoining Land- Load bearing masonry & Frame structure.5. Source of Water Supply- Overhead reservoir & Municipal water supply.6. Source of Electricity- West Bengal State Electricity Board7. Existing Drainage System- Surface drains are present8. Direction of Wind in Summer- South to North9. Availability of Material- Good10. Approximate Safe Bearing Capacity of Soil- 10 ton / m211. Angle of Repose- 3012. Unit weight of Soil- 1.9 ton /m3

FACILITIES OFFERED BY MUNICIPALITIES

The following services are to be provided by the local municipalities.1. DRAINAGE SYSTEM :The layout and design of entire drainage system & sewage arrangement is such that there is no chance of water logging and storm water can be discharge into the corporation drain to be finally displaced into the river after proper treatment in sewage treatment plant.Hence, there is no danger of public health.

1. GARBAGE & WASTE CLEANING :The municipality works regularly to collect the garbage & dry waste products from the different part of the locality. Garbage is collection in the mornings deposited in a dumping ground away from the locality for final disposal. Thus the locality is kept neat & clean.

1. FILTERED WATER SUPPLY :Filtered water is supplied to all residential through well-laid networking or pipelines. The supply of water is for few hours for daily so there is no need for shrinkage tube well for the inpatients. However an overhead reservoir have to be constructed to store water temporarily through pumping before supplying it to all buildings.

1. ROAD MAINTENANCE :The municipality maintained the road regularly to keep them in good riding condition throughout the year.

1. ELECTRIC SERVICES :West Bengal state electricity board provides adequate arrangement through overhead wires for supplying electrical energy to all the in habitants. W.B.S.E.B. also provides lighting arrangement for the pedestrian and automobiles during night travels on the road.

1. MEDICAL AND HOSPITAL FACILITIES :The municipality runs a modern hospital in this complex to provide people with necessary medical treatment; well-stocked pharmacies are situated in the complex.1. MARKET FACILITIES :A market has been setup by the municipality having shops, stocking all goods in required quantities day leaving.

1. PLANTATION :The municipality and other local development organization promote plantation of trees in the locality to check environmental pollution and also to beautiful the landscape.

BUILDING BYLAWS FOR RESIDENTIAL AREA OF A TYPICAL TOWN PLANNING SCHEME

The building by laws are framed with legal phraseology and it is not intended here to give complete description of all the bylaws. The brief descriptions of all the possible building by laws to be friend for residential area of a typical town planning scheme are mentioned below.

1) PERMISSIBLE SIZE OF PLOTS: The minimum size of plots required for each family unit shall be as follows:100 sq-m to 200 sq-m for b1 family unit.300 sq-m for two semi detached family unit.665 sq-m for ownership flats.

2) BUILT UP AREA: The F.S.I shall be 1.00 with maximum utilization up to 0.40 on ground floor.

3) MARGINS: The margins on roadside and adjacent properties shall be respectively 4.50m and 3.0m. For plots having areas less than 300 sq-m, they shall be respectively 3m and 2m.

4) 4) AREA OF ROOM: MINIMUM AREAS FOR ROOMSNOUSE OF ROOMMINIMUM AREAREMARKS

1.Living room, bed room, drawing room, sitting room, ladies room, dining room, study room9 sq-mNo side to be less than 2.40m

2.Store room, kitchen5.40 sq-mNo side to be less than 1.80m

3.Bath room, dressing room, pump room, water room,Coal roomH ROOM, DRESSING ROOM, .80M ROOM, SITTING ROOM, LADIES ROOM, DINING ROOM, STUDY ROOMOR PLOTS HAVING AREAS LESS THAN 300 SQ-M,Minimum 1.35 sq-m and maximum 4.50 sq-mNo side to be less than 90cm

4.W.C. urinal0.81 sq-mNo side to be less than 90cm

5) PLINTH HEIGHT: It shall be 45cm above road level or plot level whichever is higher.

6) HEIHGT OF FLOOR: The minimum height is as shown here under 1. 10 m bath room , W.C. pump room ,coal room, & water room2. 70 m floor height on each floor.The maximum height of floors shall not be more than 1.25 times the minimum height.

7) LOFT: Provision of loft shall be permitted in kitchen & store. The maximum height of loft shall be 1/3rd the width of that direction. The max height of loft shall be 1.50 m & bottom of loft shall be at a min height of 2.10 m from floor level.

8) VENTILATION: All rooms except store room, garage shall have at least one side adjacent to open space. The area of windows & ventilators excluding frames shall be at least 1/10th of the floor area of room.

9) STAIR: The min width of stair shall be 90cm & it shall be made of fireproof construction. The pitch of stair shall be within 30 to 45the stair cabin shall not exceed 11 sq.m. in area.

10) MINIMUM REQUIREMENT: One family unit shall be provided with the min requirement of one living room, one kitchen, one bath room & one W.C.

11) WATER SUPPLY: For buildings having 2nd floor , the over head tank of 1800 liters & underground tank with pumping set shall be provided.

12) DRAINAGE: The longitudinal section of sewer having dia. 15cm or more shall be given & the feasibility on drainage connection with public drainage line shall be ascertained where no public drainage line exists, the soak pit & septic walls shall be allowed.

13) SPECIFICATION FOR MATERIALS & WORKMANSHIP: The construction work shall be carried out with materials of good quality & superior workmanship & undertaking to execute the work with standard materials & good workmanship shall be given by the owner & by engineer.

PRINCIPLES UNDERLYING BYLAWS:1. Classifying the building with unit as a family & mentioning the requirements accordingly.

2. Classifying the rooms accounting to use & then maintaining minimum standard of each room with respect to size, height, floor area ratio, ventilation & light.

3. Controlling the height of compound wall & location of compound gates.

4. Controlling the height of structure & footing max. Limit of height in certain zone.

5. Controlling the area of projection in the marginal space.

6. Insisting suitable F.S.I.

7. Insisting upon suitable arrangement with respect to drainage &water supply.

8. Making compulsory the appointment of a licensed architect of engineer for works of the specified nature & magnitude.

9. Making compulsory to construct the buildings with the materials & the workmanship as per standard specification.

10. Mentioning the light plane, setbacks & marginal spaces.

11. Mention the min. Size of plots, their dimensions & frontages etc.

LIGHT PLANE:In city area it becomes necessary to check that the height of one building does not obstruct ventilation of the property on the other side of the road. For this purpose, a light plane is marked at a suitable.

Angle from the edge of road on other side & the buildings is curtailed of to allow the light plane to pass the angle of light plane is 45 or 63.5.

FLOOR SPACE INDEX: The ratio of total floor area inclusive of walls of all the floors to the area of land on which the building stands is known as the floor space index. FLOOR SPACE INDEXNO.USEAREAF.S.IREMARKS

1.ResidentialScheme area1Max. allowed on G.F. 0.40

2.ResidentialCity area4Facing street of more than 12m. With

3.ResidentialCity area3Facing street of less than 12m. With

4.IndustrialScheme area1.50Max. allowed on G.F. 0.50

5.CommercialScheme area1.33Max. allowed on G.F. 0.40

All of these minimum requirements are kept in mind at the time of town planning.THE PRICIPLES & THE FACILITIES OF THIS TOWN PLANNING:1. GREEN BELT: The provision of a green belt on the periphery of town results in the limitation of its size so that the environment be fresh & pollution free.

2. HOUSING: Extreme care is taken to provide housing accommodation to 100 families & there is an also empty suitable land available to provide housing for sufficient future population. Each residential flat contains large area having separate bath & W.C., master bed, loft, airy verandah & no common wall.

3. PUBLIC BUILDING: There is a well-balanced distribution of public buildings throughout the town.

4. RECREATION CENTRE: Depending upon the size of town enough space is reserved for the recreation centre such as market with shopping mall, cinema hall, library & swimming pool also.

5. ROAD SYSTEM: A nicely designed road system will put a great impression in the minds of people, especially the visitors. It will take shortest time to go even in the farthest corner.

6. EDUCATION SYSTEM: The town contains a well-designed RCC structure primary school with a huge campus & play ground for having primary education in healthy environment.

7. HOSPITAL: The town also contains a hospital for inside & outsiders.

8. WATER SUPPLY SYSTEM: It has a well-designed water supply system with an overhead tank to provide sufficient amount of water for all the users of the town.

9. DRAINAGE SYSTEM: There is a well-planned drainage system to left off the sewage water produced by all the buildings & the swimming pool also.

10. ZONING: The town is divided into suitable zones such as commercial zone, industrial zone, education, recreation zone, parking zone, and traffic island & park. A suitable regulation should be formed for the development of the zone.

MIGFLAT BUILDINGS

GROUND FLOOR PLANTYPICAL FLOOR PLAN

ROOF PLAN

FRONT ELEVATION BACKSIDE ELEVATION

RIGHT SIDE ELEVATION

SECTION ABCD

SECTION EFGH

ESTIMATE OF MIG FLATSl.No.Description of ItemsNo.LengthBreadthHeightQuantityTotalQuantityUnitsExplainatoryNotes

I. Substructure

1.Surface Dressing to an Average Depth119.25014.450-278.163m2

(i.)Deductions For Offset at the Backside14.7354.250-20.124m2

(ii.)Deductions For Offset at the Backside beside Toilet22.2501.030-2.318m2

(iii.)Deductions For Offset at the Frontside16.5003.950-25.675m2

230.046m2

2.Antitermide119.25014.450-278.163m2

(i.)Deductions For Offset at the Backside14.7354.250-20.124m2

(ii.)Deductions For Offset at the Backside beside Toilet22.2501.030-2.318m2

(iii.)Deductions For Offset at the Frontside16.5003.950-25.675m2

230.046m2

3.Earthwork in Excavation

(i.)250mm Th. Main Walls1137.0001.000137.000m3153 - 32 X 1.0/2

(ii.)125mm Th. Dwarf Walls for Verandah114.6500.75010.988m315.65 - 2 X 1.0/2

(iii.)Toe Foundation11.3250.8001.060m3

149.048m3

4.Earthwork in Fillingby earthwork in foundation trenches.1/5th of Excavated Earth29.810m3

5.Single Brick Flat Soling

(i.)250mm Th. Main Walls1137.0001.0000.07510.275m3153 - 32 X 1.0/2

(ii.)125mm Th. Dwarf Walls for Verandah114.6500.7500.0750.824m315.65 - 2 X 1.0/2

(iii.)Toe Foundation11.3250.8000.0750.080m3

11.179m3

6.Cement Concrete In Foundation With M-20 Grade Concrete

(i.)250mm Th. Main Walls1137.0001.0000.15020.550m3153 - 32 X 1.0/2

(ii.)125mm Th. Dwarf Walls for Verandah114.6500.7500.1501.648m315.65 - 2 X 1.0/2

(iii.)Toe Foundation11.3250.8000.1500.159m3

22.357m3

7.1st Class Brickwork in Cement Mortar (1:4) in Foundation and Plinth

(i.) Main Walls:-

875mm Thick1139.0000.8750.15018.244m3153 - 32 X 0.875/2

750mm Thick1141.0000.7500.15015.863m3153 - 32 X 0.750/2

625mm Thick1143.0000.6250.15013.406m3153 - 32 X 0.625/2

500mm Thick1145.0000.5000.15010.875m3153 - 32 X 0.500/2

375 mm Thick1147.0000.3750.67537.209m3153 - 32 X 0.375/2

Deduction for Door of Stair Room (D2) 1.2m wide11.2000.3750.6750.304m3

(ii.)Dwarf Walls for Verandah:-

625mm Thick115.0250.6250.1501.409m315.65 - 2 X 0.625/2

500mm Thick115.1500.5000.1501.136m315.65 - 2 X 0.500/2

375mm Thick115.2750.3750.1500.859m315.65 - 2 X 0.375/2

250mm Thick115.4000.2500.6752.599m315.65 - 2 X 0.250/2

(iii.)Toe Foundation:-

500mm Thick11.3250.5000.1500.099m3

375mm Thick11.3250.3750.1500.075m3

250mm Thick11.3250.2500.6000.199m3

101.669m3

8.Sand Filling for Plinth

Bed Room23.5003.7500.38510.106m3

W.C.20.9500.9500.3850.695m3

Toilet20.9502.2500.3851.646m3

Kitchen23.7502.2500.3856.497m3

Toilet20.9501.2500.3850.914m3

Bed Room23.7503.5000.38510.106m3

Dining23.7504.7500.38513.716m3

Passage

(Part I) 21.3000.9500.3850.951m3

(Part II)21.0001.5750.3851.213m3

Verandah

(Part I) 21.2503.2500.3853.128m3

(Part II)23.8251.2500.3853.682m3

Staircase12.2501.1500.3850.996m3

53.650m3

9.2.5 cm Thick D.P.C.

(i.)250mm Th. Main Walls1149.0000.250-37.250m2153 - 32 X 0.250/2

(ii.)125mm Th. Dwarf Walls for Verandah115.5250.125-1.941m215.65 - 0.125

(iii.)Toe Foundation11.3250.250-0.331m2

(a.)Deduction for Doors

1.0m wide Doors (D1)101.0000.250-2.500m2

1.2m wide Doors (D2)11.2000.250-0.300m2

0.9m wide Doors (D3)40.9000.250-0.900m2

1.1m wide Doors (D4)21.1000.250-0.550m2

0.8m wide Doors (D5)20.8000.250-0.400m2

34.872m2

Sl.No.Description of ItemsNo.LengthBreadthHeightQuantityTotalQuantityUnitsExplainatoryNotes

II. Superstructure

1. Brickwork

I. Ground Floor

(i.)250 mm Th. Main Walls1149.0000.2503.000111.750m3153 - 32 X 0.250/2

(ii.)125mm Th. Dwarf Walls for Verandahm315.65 - 0.125

Below Lintel115.5250.1250.6001.164m3

Above Lintel115.5250.1250.9001.747m3

(iii.)75mm Th. Brick Flat Soling

Bed Room23.5003.7500.0751.969m3

W.C.20.9500.9500.0750.135m3

Toilet20.9502.2500.0750.321m3

Kitchen23.7502.2500.0751.266m3

Toilet20.9501.2500.0750.178m3

Bed Room23.7503.5000.0751.969m3

Dining23.7504.7500.0752.672m3

Passage

(Part I) 21.3000.9500.0750.185m3

(Part II)21.0001.5750.0750.236m3

Verandah

(Part I) 21.2503.2500.0750.609m3

(Part II)23.8251.2500.0750.717m3

Staircase12.2504.8000.0750.810m3


1.0m wide Doors (D1)101.0000.2502.1005.250m3

1.2m wide Doors (D2)11.2000.2501.4250.428m3

0.9m wide Doors (D3)40.9000.2502.1001.890m3

1.1m wide Doors (D4)21.1000.2502.1001.155m3

0.8m wide Doors (D5)20.8000.2502.1000.840m3

(b.)Deduction for Windows

1.0m wide Windows (W1)241.0000.2501.2007.200m3

1.5m wide Windows (W2)11.5000.2501.2000.450m3

0.6m wide Windows (W3)60.6000.2500.4000.360m3

(c.)Deduction for Lintel

Over 250mm Th. Wall1149.0000.2500.1505.588m3

115.5250.1250.1500.291m3

(d.)Deduction for R.C.C. Slab1161.9000.2500.1255.059m3

(e.)Deductions for Landing of Stairs 12.7500.2500.1250.086m3

(f.)Stairs For Plinth Level30.3751.2000.6000.810m3

98.639m3

II. 1st Floor


(ii.)125mm Th. Dwarf Walls for Verandah15.65 - 0.125

Below Lintel115.5250.1250.6001.164m3

Above Lintel115.5250.1250.9001.747m3

(a.)Deduction for Doorsm3

1.0m wide Doors (D1)101.0000.2502.1005.250m3

0.9m wide Doors (D3)40.9000.2502.1001.890m3

1.1m wide Doors (D4)21.1000.2502.1001.155m3

0.8m wide Doors (D5)20.8000.2502.1000.840m3

(b.)Deduction for Windowsm3

1.0m wide Windows (W1)241.0000.2501.2007.200m3

1.5m wide Windows (W2)21.5000.2501.2000.900m3

0.6m wide Windows (W3)60.6000.2500.4000.360m3

(c.)Deduction for Lintelm3

Over 250mm Th. Wall1149.0000.2500.1505.588m3

Over 125mm Th. Wall115.5250.1250.1500.291m3



86.042m3

III. 2nd Floor


(ii.)125mm Th. Dwarf Walls for Verandah15.65 - 0.125

Below Lintel115.5250.1250.6001.164m3

Above Lintel115.5250.1250.9001.747m3


1.0m wide Doors (D1)101.0000.2502.1005.250m3

0.9m wide Doors (D3)40.9000.2502.1001.890m3

1.1m wide Doors (D4)21.1000.2502.1001.155m3

0.8m wide Doors (D5)20.8000.2502.1000.840m3

(b.)Deduction for Windowsm3

1.0m wide Windows (W1)241.0000.2501.2007.200m3

1.5m wide Windows (W2)21.5000.2501.2000.900m3

0.6m wide Windows (W3)60.6000.2500.4000.360m3

(c.)Deduction for Lintelm3

Over 250mm Th. Wall1149.0000.2500.1505.588m3

Over 125mm Th. Wall115.5250.1250.1500.291m3



86.042m3

IV. Mumty Room115.6000.2502.4009.360m3

(a.)Deduction for Door (D3)10.9000.2502.1000.473m3

(b.)Deduction for Lintel115.6000.2500.1500.585m3

(c.)Deduction for R.C.C. Slab115.6000.2500.1250.488m3

7.815m3

IV. Parapet Wall174.9650.1250.6005.622m3

(a.)Addition For Brick Columns300.2500.1250.6000.563m3

6.185m3

Total Brickwork in Superstructure 284.723m3

2. Concrete Work

I. Ground Floor

(i.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for 100mm Th. P.P.C.

Bed Room23.5003.7500.1002.625m3

W.C.20.9500.9500.1000.181m3

Toilet20.9502.2500.1000.428m3

Kitchen23.7502.2500.1001.688m3

Toilet20.9501.2500.1000.238m3

Bed Room23.7503.5000.1002.625m3

Dining23.7504.7500.1003.563m3

Passage

(Part I) 21.3000.9500.1000.247m3

(Part II)21.0001.5750.1000.315m3

Verandah

(Part I) 21.2503.2500.1000.813m3

(Part II)23.8251.2500.1000.956m3

Staircase12.2504.8000.1001.080m3

(ii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Roof Slabs.

Over Bed Room24.3754.1250.1505.414m3

Over W.C. and Passage24.3751.4500.1501.903m3

Over Toilet22.8751.4500.1501.251m3

Over Kitchen22.8753.1250.1502.695m3

Over Toilet22.2501.8750.1501.266m3

Over Bed Room24.5004.3750.1505.906m3

Over Dining Room25.5004.5000.1507.425m3

Verandah

(Part I) 22.1255.5750.1503.554m3

(Part II)21.8751.8750.1501.055m3

(iii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Lintel1161.9000.2500.1506.071m3

(iv.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Chajja

Over 1.2m wide Door (D2)11.4500.4500.7000.457m3

Over 1.0m wide Window (W1)201.2500.4500.7007.875m3

Over 1.5m wide Window(W2)21.7500.4500.7001.103m3

60.731m3

II. 1st Floor

(i.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Roof Slabs.

Over Bed Room24.3754.1250.1505.414m3


Over Toilet22.8751.4500.1501.251m3

Over Kitchen22.8753.1250.1502.695m3

Over Toilet22.2501.8750.1501.266m3

Over Bed Room24.5004.3750.1505.906m3


Verandah

(Part I) 22.1255.5750.1503.554m3

(Part II)21.8751.8750.1501.055m3

(ii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Lintel1161.9000.2500.1506.071m3

(iii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Chajja



45.518m3

III. 2nd Floor

(i.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Roof Slabs.

Over Bed Room24.3754.1250.1505.414m3


Over Toilet22.8751.4500.1501.251m3

Over Kitchen22.8753.1250.1502.695m3

Over Toilet22.2501.8750.1501.266m3

Over Bed Room24.5004.3750.1505.906m3


Verandah

(Part I) 22.1255.5750.1503.554m3

(Part II)21.8751.8750.1501.055m3

(ii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Lintel1161.9000.2500.1506.071m3

(iii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Chajja



45.518m3

IV. Mumty Room

(i.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Roof Slabs.12.5005.4250.1502.034m3

(ii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Chajja of 0.9m Wide Door (D3)21.1500.4500.7000.725m3

2.759m3

V. Stairs

(i.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Landings.61.2751.20.1251.148m3

(ii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Waist Slabs.62.6301.2000.1252.367m3

(iii.)Cement Concrete M-15 excluding Reinforcement but including Shuttering for Steps. 540.2501.2000.0751.215m3

4.730m3

Total Concrete Work in Superstructure 159.254m3

3. Wood Work

(i.)Salwood work for frames

(a.)Of Doors:-

1.0m wide Doors (D1)305.3000.1000.0751.193m32.1 + 0.05

1.2m wide Doors (D2)15.5000.1000.0750.041m32.15 X 2 + 1.0

0.9m wide Doors (D3)125.2000.1000.0750.468m32.15 X 2 + 1.20

1.1m wide Doors (D4)85.4000.1000.0750.324m32.15 X 2 + 1.10

0.8m wide Doors (D5)65.1000.1000.0750.230m32.15 X 2 + 0.8

(b.)Of Windows:-

1.0m wide Windows (W1)723.5000.1000.0751.890m3

4.145m3

(ii.)35mm Thick Solid Flush Type Single Leaf Door Shutters.2.10 - 0.075 + (0.015 X 2) = 2.05

1.0m wide Doors (D1)30-0.8802.05054.120m21.0 - (2 X 0.075) + 2 X 0.015 = 0.88

1.2m wide Doors (D2)1-1.0802.0502.214m21.2 - (2 X 0.075) + 2 X 0.015 = 0.88

0.9m wide Doors (D3)12-0.7802.05019.188m20.9 - (2 X 0.075) + 2 X 0.015 = 0.88

1.1m wide Doors (D4)8-0.9802.05016.072m21.1 - (2 X 0.075) + 2 X 0.015 = 0.88

0.8m wide Doors (D5)6-0.6802.0508.364m20.8 - (2 X 0.075) + 2 X 0.015 = 0.88

99.958m2

(iii.)35mm Thick Glazed Window Shutters

1.0m wide Windows (W1)60-0.8801.15060.720m2

60.720m2

(iv.)Providing Annodised Alluminium Butt Hinges

(a.)125 X 75 X 4 mm Size For:-

1.0m wide Doors (D1)3X30---90No.




153No.

(b.)100 X 63 X3.2 mm Size For:-


1.0m wide Windows (W1)3X72---216No.

234No.

(v.)Providing and Fixing Tower Bolt 300mm long X 12mm dia.

For All Doors (D1, D2, D3, D4, D5)1X57---57No.

For 1.0m wide Window (W1)1X72---72No.

129No.

(vi.)Providing And Fixing Aldrop(Sliding Bolt) 250mm X 18mm dia bolt




39No.

(vii.)Providing Anodised Aluminium Grip Handle without Base Plate450mm grip X 25mm dia rod

For All Doors (D1, D2, D3, D4, D5)1X57---57No.

For 1.0m wide Window (W1)1X72---72No.

129No.

(vii.)Providing Godrej Mortice Lock For Bedrooms and Drawing Rooms (D1, D4)1X30---30No.

30No.

(ix.)Providing Anodised Aluminium Floor Door Stopper For All Doors D1, D2, D3, D4, D5)1X57---57No.

57No.

(x.)Providing 150mm Long Catch Lock with Eyes For Windows (W1)1X72---72No.

72No.

4. Steel and Iron Work

(i.)Tor Steel Reinforcement Bars in R.C.C. Works.(0.8%) of Volume of Concrete159.255 X 0.8/100 X 78.5100.012

100.012kg

(ii.)M.S. Grills for Steel Windows in Stair Room (W2)5-4.6000.0501.150m2

(iii.)M.S. Grills for Steel Windows in Bath Rooms and Toilets (W3)18-1.5000.0501.350m2

(iv.)M,S. Ornamental Grills

1.0m wide Windows (W1)72-0.8501.05064.260m2

1.5m wide Windows (W2)5-1.4001.4009.800m2

0.6m wide Windows (W3)18-0.5000.3002.700m2

(v.)M,S. Ornamental Grills For Ballustrade6-2.6300.6009.468

88.728m2

5.Plastering and Pointing

A.Inside Plastering

I. Ground Floor

(i.)12cm Thick Cement Plaster (1:6) to wall.

Bed Room215.600-2.70084.240m2

W.C.24.800-0.9008.640m2

Toilet23.800-0.9006.840m2

Kitchen26.500-2.70035.100m2

Toilet22.700-0.9004.860m2

Bed Room215.600-2.70084.240m2

Dining218.250-2.70098.550m2

Passage

(Part I) 23.800-2.70020.520m2

(Part II)22.450-2.70013.230m2

Verandah

(Part I - 3m Height Wall) 29.200-2.70049.680m2

(Part II - 1.5m Height Wall)27.825-1.20018.780m2

(a.)Deduction For Doors

1.0m wide Doors (D1)10X11.000-1.80018.000m2

0.9m wide Doors (D3)4X1/20.900-1.8003.240m2

1.1m wide Doors (D4)2X11.100-1.8003.600m2

0.8m wide Doors (D5)2X1/20.800-1.8001.440m2


1.0m wide Windows (W1)24X11.000-1.20028.800m2


369.600m2

(ii.)6cm Thick Cement Plaster (1:4) to Ceiling

Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7004.000-29.600m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6254.075-13.244m2

(Part II )23.5001.500-10.500m2

161.004m2

II. 1st Floor


Bed Room215.600-2.70084.240m2

W.C.24.800-0.9008.640m2

Toilet23.800-0.9006.840m2

Kitchen26.500-2.70035.100m2

Toilet22.700-0.9004.860m2

Bed Room215.600-2.70084.240m2

Dining218.250-2.70098.550m2

Passage

(Part I) 23.800-2.70020.520m2

(Part II)22.450-2.70013.230m2

Verandah




1.0m wide Doors (D1)10X11.000-1.80018.000m2

0.9m wide Doors (D3)4X1/20.900-1.8003.240m2

1.1m wide Doors (D4)2X11.100-1.8003.600m2

0.8m wide Doors (D5)2X1/20.800-1.8001.440m2




369.600m2


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7004.000-29.600m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6254.075-13.244m2

(Part II )23.5001.500-10.500m2

161.004m2

III. 2nd Floor


Bed Room215.600-2.70084.240m2

W.C.24.800-0.9008.640m2

Toilet23.800-0.9006.840m2

Kitchen26.500-2.70035.100m2

Toilet22.700-0.9004.860m2

Bed Room215.600-2.70084.240m2

Dining218.250-2.70098.550m2

Passage

(Part I) 23.800-2.70020.520m2

(Part II)22.450-2.70013.230m2

Verandah




1.0m wide Doors (D1)10X11.000-1.80018.000m2

0.9m wide Doors (D3)4X1/20.900-1.8003.240m2

1.1m wide Doors (D4)2X11.100-1.8003.600m2

0.8m wide Doors (D5)2X1/20.800-1.8001.440m2




369.600m2


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7004.000-29.600m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6254.075-13.244m2

(Part II )23.5001.500-10.500m2

161.004m2

IV. Stair Room

(i.)12cm Thick Cement Plaster (1:6) to wall.114.600-11.700170.820m2

Deduction for 0.9m Wide Door(D3)20.900-1.8003.240m2


176.220m2

(ii.)6cm Thick Cement Plaster (1:4) to:

Under Waist Slab62.6301.200-18.936m2

Under Intermediate Landings31.2752.500-9.563m2

Under End Landings31.2751.200-4.590m2

Under Ceiling of Mumty Room14.8002.500-12.000m2

45.089m2

V. Parapet Wall

(a.)12cm Thick Cement Plaster (1:6) to wall.

(i.)Parapet over 2nd Floor Roof185.200-0.60051.120m2

(ii.)Parapet over Mumty Room Roof114.600-0.6008.760m2

59.880m2

B. Outside Plastering

(i.)12cm Thick Cement Plaster (1:6) on Outside walls.

(a.)From Plinth to Parapet Level.185.200-10.200869.040m2

Deduction for opening in Verandah.37.425-1.00022.275m2

(b.)From Roof to Parapet Level of Mumty Room.115.600-2.40037.440m2

928.755m2

Total Cement Plaster Work in Superstructure 2801.755m2

6.Flooring

I. Ground Floor

(i.)20mm Thick Terrazo Work for Skirting 30cm High.

Bed Room215.600--31.200r.m

W.C.24.800--9.600r.m

Toilet23.700--7.400r.m

Kitchen26.500--13.000r.m

Toilet22.700--5.400r.m

Bed Room215.600--31.200r.m

Dining218.250--36.500r.m

Passage

(Part I) 23.800--7.600r.m

(Part II)22.450--4.900r.m

Verandah

(Part I ) 29.200--18.400r.m

(Part II )27.825--15.650r.m


1.0m wide Doors (D1)10X11.000--10.000r.m

0.9m wide Doors (D3)4X1/20.900--1.800r.m

1.1m wide Doors (D4)2X11.100--2.200r.m

0.8m wide Doors (D5)2X1/20.800--0.800r.m

166.050r.m

(ii.)75mm Thick Terrazo Flooring in lime Concrete (11/2:2:7)

Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2

(iii.)25mm Thick Terrazo Work Cast in situ in floor.

Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2

(iv.)Supplying, fitting and fixing Porcelain coloured tiles for Dado in:

(a.) Toilet22.700-1.8009.720m2

(b.) W.C.24.800-1.80017.280m2

(c.) Toilet23.700-1.80013.320m2

40.320m2

II. 1st Floor


Bed Room215.600--31.200r.m

W.C.24.800--9.600r.m

Toilet23.700--7.400r.m

Kitchen26.500--13.000r.m

Toilet22.700--5.400r.m

Bed Room215.600--31.200r.m

Dining218.250--36.500r.m

Passage

(Part I) 23.800--7.600r.m

(Part II)22.450--4.900r.m

Verandah

(Part I ) 29.200--18.400r.m

(Part II )27.825--15.650r.m


1.0m wide Doors (D1)10X11.000--10.000r.m

0.9m wide Doors (D3)4X1/20.900--1.800r.m

1.1m wide Doors (D4)2X11.100--2.200r.m

0.8m wide Doors (D5)2X1/20.800--0.800r.m

166.050r.m


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2


(a.) Toilet22.700-1.8009.720m2

(b.) W.C.24.800-1.80017.280m2

(c.) Toilet23.700-1.80013.320m2

40.320m2

III. 2nd Floor


Bed Room215.600--31.200r.m

W.C.24.800--9.600r.m

Toilet23.700--7.400r.m

Kitchen26.500--13.000r.m

Toilet22.700--5.400r.m

Bed Room215.600--31.200r.m

Dining218.250--36.500r.m

Passage

(Part I) 23.800--7.600r.m

(Part II)22.450--4.900r.m

Verandah

(Part I ) 29.200--18.400r.m

(Part II )27.825--15.650r.m


1.0m wide Doors (D1)10X11.000--10.000r.m

0.9m wide Doors (D3)4X1/20.900--1.800r.m

1.1m wide Doors (D4)2X11.100--2.200r.m

0.8m wide Doors (D5)2X1/20.800--0.800r.m

166.050r.m


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2


Bed Room24.0003.750-30.000m2

W.C.21.2001.200-2.880m2

Toilet22.5001.200-6.000m2

Kitchen22.5004.000-20.000m2

Toilet21.5001.200-3.600m2

Bed Room23.7504.000-30.000m2

Dining25.0004.000-40.000m2

Passage

(Part I) 20.9501.200-2.280m2

(Part II)21.0001.450-2.900m2

Verandah

(Part I ) 21.6504.075-13.448m2

(Part II )23.5001.500-10.500m2

161.608m2


(a.) Toilet22.700-1.8009.720m2

(b.) W.C.24.800-1.80017.280m2

(c.) Toilet23.700-1.80013.320m2

40.320m2

IV. Stair Room

(a.)12mm Thick Terazzo Work for Skirting 30cm heigh114.600-0.3004.380m2

Deduction for 1.1m wide Doors (D4)11.100-0.3000.330m2

(b.)25mm Thick Terrazo Work cast in situ in floor.

Landings62.5001.275-19.125m2

Steps:m2

Treads541.2000.250-16.200m2

Riser601.2000.150-10.800m2

50.835m2

V. Roof

(i.)40cm Thick Terrazo Flooring in lime Concrete (11/2:2:7)117.20013.500-232.200m2

(ii.)20mm Thick Terrazo Work cast in situ in floor.117.20013.500-232.200m2

(iii.)20mm Thick Terrazo Work for Skirting 30cm High.174.500-0.30022.350m2

486.750m2

VI. Neat Cement Plaster185.200-0.75063.900m2

7. Painting

I. Painting on Timber Surface

(a.)Of Doors:-

1.0m wide Doors (D1)302.000-2.100126.000m2

1.2m wide Doors (D2)12.400-2.1005.040m2

0.9m wide Doors (D3)121.800-2.10045.360m2

1.1m wide Doors (D4)82.200-2.10036.960m2

0.8m wide Doors (D5)61.600-2.10020.160m2

(b.)Of Windows:-

1.0m wide Windows (W1)722.000-1.200172.800m2

406.320m2

II. Painting on Steel Surface

(a.)Ornamental Window Grill and Steel Windows

1.0m wide Windows (W1)720.850-1.05064.260m2

1.5m wide Windows (W2)51.400-1.4009.800m2

0.6m wide Windows (W3)180.500-0.3002.700m2

(b.)Painting on Ballustrade of Stairs62.630-0.0600.947m2

77.707m2

Total Paints Required=484.027m2

8.White and Colour Washing

(i.)Decorative Cement based paint two coats for outside

(a.)From Plinth to Parapet Level.185.200-10.200869.040m2

Deduction for opening in Verandah.37.425-1.00022.275m2

(b.)From Roof to Parapet Level of Mumty Room.115.600-2.40037.440m2

928.755m2

(ii.)Plastic Emulsion Paint two coats on walls and ceilings.

A.Inside all Flats of all Floors

(a.) To walls.

Bed Room615.600-2.700252.720m2

W.C.64.800-0.90025.920m2

Toilet63.800-0.90020.520m2

Kitchen66.500-2.700105.300m2

Toilet62.700-0.90014.580m2

Bed Room615.600-2.700252.720m2

Dining618.250-2.700295.650m2

Passage

(Part I) 63.800-2.70061.560m2

(Part II)62.450-2.70039.690m2

Verandah



(i.)Deduction For Doors

1.0m wide Doors (D1)301.000-1.80018.000m2

0.9m wide Doors (D3)12 0.900-1.8003.240m2

1.1m wide Doors (D4)81.100-1.8003.600m2

0.8m wide Doors (D5)6 0.800-1.8001.440m2

(ii.)Deduction for Windows

1.0m wide Windows (W1)721.000-1.20028.800m2

0.6m wide Windows (W3)180.600-0.4001.440m2

(b.)To Ceiling

Bed Room64.0003.750-90.000m2

W.C.61.2001.200-8.640m2

Toilet62.5001.200-18.000m2

Kitchen62.5004.000-60.000m2

Toilet61.5001.200-10.800m2

Bed Room63.7004.000-88.800m2

Dining65.0004.000-120.000m2

Passage

(Part I) 60.9501.200-6.840m2

(Part II)61.0001.450-8.700m2

Verandah

(Part I ) 61.6254.075-39.731m2

(Part II )63.5001.500-31.500m2

B.Inside the Common Stair Room

(a.)To wall.114.600-11.70170.820m2



(b.)To the Under surface of Waist Slab62.6301.200-18.936m2

(c.)To the Under surface of Intermediate Landings31.2752.500-9.563m2

(c.)To the Under surface of End Landings31.2751.200-4.590m2

(c.)To Under Ceiling of Mumty Room14.8002.500-12.000m2

Total White and Color Wash Required=1911.040m2

ABSTRACT OF ESTIMATE OF MIG FLAT BUILDINGSL.NO.DESCRIPTION OF ITEMSUNITQUANTITYRATEAMOUNT

I. Earthwork

1.Surface Dressing To an average Depth of 12cm and setting out foundation plan.Sq. m230.04632.007361.472

2.Earthwork in excavation of trenches in any kind of soil includingtrimming the side of trenches, leveling, dressing and ramming the bottom and bailing out normal seepage water.Cum149.04841.876240.640

3.Earthwork in filling in foundation trenches, plinth, pits, etc. with good soil in layer not exceeding 150mm including watering, ramming etc. layer complete (Payment to be made on basis of measurement of finished quantity of work.) with soil obtained from excavation of foundation.Cum29.81026.00775.060

4.Providing and filling cleaning silver sand to sides of carriage, in layers not exceeding 150mm including watering, ramming etc. layer by layer complete in all respect as per direction. (Payment to be made on measurement of finished quantity).Cum53.650224.7612058.374

II. Concrete Work

1.Cement concrete with or without reinforcement with graded clean coarse aggregate nominal size 20 mm down mixed with coarse clean sand conforming Zone I or Zone II of IS-383 of latest edition both of approved quality control, sampling, testing, etc. vibrating with vibrator, curing as directed. All complete with all labour and materials but excluding cost of shuttering and reinforcement as detailed in the specifications and as directed by the Engineer-in- Charge. Complete (Thickness and shape as per drawing). To lintel, chajja, apron, footing, R.W. walls column shaft, lift wall, floor and roof beams and slab, parapet wall, overlaying and coarse, stair waist and landing slab, steps, projections, weather board, folded plate etc. as per drawing and direction from Foundation to Parapet for all levels.

(a.)M20 grade concrete (cement not less than 390 kg/cum of concrete).Cum22.3573011.0067316.927

(b.)M15 grade concrete for P.C.C.Cum159.2542691.00428552.5

III. REINFORCEMENT

1.I.S. Specified steel reinforcement(for all types of reinforced concrete work) including main and straightening of coil bars, binder etc. and removal of loose rust including applying a coat of cement wash (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 20guage black annealed wire at every intersection(including every cost of binding wire) complete as per drawing and direction with all labour and materials in all floors including steel for fan hooks(M.S.) High strength deformed bars and wires Fe415 or M.S. bar.kg100.01232.003200.384

IV. Brickwork

1.Single brick flat soling with pricked jhama bricks in steps etc. including ramming and dressing bed to proper level and filling joints with local sand complete in all respects. Sq. m11.179114.001274.406

2.Labour for laying brick flat soling with pricked jhama bricks in steps etc. including ramming and dressing bed to proper level and filling joints with local sand complete in all respects. Sq. m11.17911.50128.559

3.Brickwork in cement mortar 1:6 (1 in Cement and 6 medium sand) with 1st class brick wetted for 24 hours in poundings, having crushing strength not less than 70Kg/Sq.m. including cut bricks etc. complete in all respects in foundation and plinth.Cum101.6692076.00211064.8

4.250mm Thick Brick mortar in cement mortar 1:4 (1in Cement and 4 medium sand) with 1st class brick wetted for 24 hours in poundings, having crushing strength not less than 70Kg/Sq.m. including cut bricks etc. complete in all respects in superstructure.Cum284.7231959.00557772.3

V. Flooring

1.75mm thick Terraced flooring of lime concrete with jhama khoa,surki and stone lime (1.5:2:7)Sq. m484.824143.0069329.832

2.25mm thick (finished) terrazo work, cast in situ in floor and 20mm thick (finished) in dado, skirting, staircase, etc. laid in panels or pattern as directed and necessary terrazo topping.Sq. m484.824983.00476581.99

3.25mm thick D.P.C. with cement concrete with stone chips (4:2:1) and admixture of waterproofing compound as per manufacturers specification.Sq. m29.62294.002784.468

4.20mm thick terrazo work for Skirting with cement concrete with stone chips (4:2:1) and admixture of waterproofing compound as per manufacturers specification.r.m.166.06531.505231.0475

5.Supplying fitting and fixing 1st class quality porcelain tiles of any size in walls & floors including borders to match with existing work.Sq. m120.96905.00109468.8

VI. Plastering and Finishing

1.Plaster (To wall, floor, ceiling etc.) both inside and outside with sand and cement mortar including round of chamfering corners and extra thickness of mortar due to inequalities of brickwork or concrete surface as directed and raking out joints or roughing of concrete surface including throating, nosing, drip course where necessary in all floors.

(a.)12mm thick plaster With Cement mortar (1:6)Sq. m2273.65540.0090946.200

(b.) 6mm thick plaster With Cement mortar (1:4)Sq. m528.10124.0012674.424

2.Providing and applying of two coats of emulsion paint of approved quantity and shade including a coat of cement primer of approved quality as per manufacturer's specifications on wall, columns, beams, ceilings, etc. including preparation of surface work and all necessary scaffolding, stagging. Complete with all labour and material in all floors.1911.04012.0022932.480

3.Painting of two coats on all exposed areas with approved best quality synthetic enamel paint/ready mixed oil bound including smoothening surface by sand papering etc. on the surface if necessary at all floors to the full satisfaction of Engineer-in-Charge. Complete with material and labour in all floors.

(a.) On steel grill or frame or any other metal surface (Higloss) Two coats(approved shade).Sq. m77.70729.002253.503

(b.) On timber or plastered surface two coats of approved shade.Sq. m406.32024.009751.680

VII. Steelwork

1.Supplying of M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S./W.I. flats and bars for window, railing, fencing, grating etc. fitted and fixed with necessary screws and lugs, with or without welding as necessary in all floor. 50mm dia height equal to be grouted with R.S. Slab/beam. Complete with one coat of primer. Grills are to be fixed through clamps of M.S. flats to the floor. All labour and material included. Grill weighing above 14kg/Sqm upto 16kg/Sqm.kg88.7340.003549.12

VIII. Woodwork

1.Woodwork in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface the frame with local Sal wood.Cum41.45337720.001563607.160

2.Panel shutters of doors with 12mm thick particle board panel finished with commercial veneers on both side (style and top rails100mm, lock rail 200mm, and bottom rail 150mm wide) including fitting and fixing the same in position but excluding the cost of hinges and other fittings (panel consisting of a single board without joint) for 35mm thick shutters with 1st class Indian Teak.Sq. m99.9581474.00147338.092

3.Shutters of 2/3 panel and 1/3 glazed of window as per design (Each panel consisting of a single plank without joint and ordinary glass of 7.4kg/sq.m or 3mm thick) fitted with putty bed and teak wood beads and nails including fitting shutters in position but excluding the cost of hinges and other fittings (panel consisting of a single board without joint) for 35mm thick shutters with 1st class Indian Teak.Sq. m60.7201474.0089501.280

4.Supplying, fitting and fixing of Anodised aluminium butt hinges

(a.) 125 x 75 x 4.0 mmeach153.00084.0012852.000

(b.) 100 x 63 x 3.2 mmeach234.00053.0012402.000

5.Supplying, fitting and fixing of Anodised aluminium tower bolt 150 mm long x 12 mm dia bolt with necessary screws etc. complete.each129.00065.008385.000

6.Supplying, fitting and fixing of Anodised aluminium aldrop 250mm x 19 mm dia bolt with necessary screws etc. complete.each39.000198.007722.000

7.Supplying, fitting and fixing of Anodised aluminium grip handle without base plate 450mm grip x 25 dia rod with necessary screws etc. complete.each129.000413.0053277.000

8.Supplying, fitting and fixing of "GODREJ" mortise lock with keys, 5 lever including fitting and fixing complete.each30.000780.0023400.000

9.Supplying, fitting and fixing of Anodised floor door stopper with necessary screws etc. complete.each57.00078.004446.000

10.Supplying, fitting and fixing of 150mm thick long catch lock with eyes with necessary screws etc. complete.each72.0007.00504.000

TOTAL = Rs. 40,49,065.00 ADDING 10% FOR SANITARY = Rs. 404,906.5 ADDING 15% FOR ELECTRIFICATION = Rs. 607,360.00 TOTAL COST = 50,61,330.00

[*The Detailed Estimate has been prepared as per Architectural Drawing and is subjected to change within the permissible allowance of 5% when prepared according to the Structural Drawing]

WaterSupplySystem

OVERHEADTANK

DESIGN OF OVERHEAD TANKFOR DESIGN THE OVER HEAD TANK FOLLOWING VALUES HAVE TO BE CONSIDEREDTime inHourHourly DemandCumulative Hourly DemandHourly PumpingCumulative Hourly PumpingCumulative Surplus (+)& Deficit

24 - 40.2a0.8a00(-) 0.8a

4 - 50.4a1.2a00(-) 1.2a

5 - 60.8a2.0a00(-) 2.0a

6 - 72.25a4.25a3a3a(-) 1.25a

7 - 82.25a6.50a3a6a(-) 0.5a

8 - 92.25a8.75a3a9a(+) 0.25a

9 - 102.25a11.00a3a12a(+) 1.0a

10 - 11a12.00a012a(+) 0

11 - 12a13.00a012a(-)a

12 - 130.6a13.6a012a(-) 1.6a

13 - 142.25a15.85a012a(-) 3.85a

14 - 150.7a16.55a3a15a(-) 1.55a

15 - 160.7a17.25a3a18a(+) 0.75a

16 - 170.7a17.95a3a21a(+) 3.05a

17 - 182.25a20.20a3a24a(+) 3.80a

19 - 200.9a22.0a024a(+) 2.0a

20 - 220.7a23.4a024a(+) 0.6a

22 - 230.4a23.8a024a(+) 0.2a

23 - 240.2a24.0a024a(+) 0

As the rate of withdrawal from the tank of the rate of demand of sanitary fixtures depends on the habits of the population of buildings and hourly pattern or demand is assume to work out the theoretical capacity of over Head Storage Tank.Therefore, storage = Maximum Deficit + Maximum Surplus = (3.85a +3.8a) = 7.65aOtherwise, maximum storage in Over Head Reservoir = (7.65 Avg. Water supply) = (7.65 168.75) lit = 1290.94 lit (I)The storage capacity on the basic of population of the residential building= (No. Of population 70) lit= (30 * 70) lit= 2100 lit. (II)

Storage needed for the W.C. = 270 No. Of W.C. = (270 12) = 3240 (III)

Check for minimum storage is of the daily capacity = (1/2 4050) = 2050 lit. (IV)

Now, the various result as calculated in (I) to (IV) is, 1290.24 lit ; 2100 lit ; 3240 and 2050 lit.So, the storage needed for the ground level reservoir of shall be a minimum of 50% of 3240 lit. 3240 50% = 1620 lit.Which is less than that was calculated earlier = 2025 lit.However, a day supply may be provided in the ground level reservoir =4050lit. to be on the save size.SIZE OF THE OVER HEAD TANK:-Capacity = 3240lit. (Say)Assuming the total depth = 1 m.And, effective depth = 0.85 m. Area of the section = (3240 x 1000)/85 = 38117.65 cm2Assuming, a square section,b X b = 38117.65 b = 195.23 cm.~200 cm.So, Length = 2.0m; Breadth = 2.0 m. & Depth = 1.0 m.OVERHEAD TANK

ESTIMATE OF OVERHEAD WATER TANKSl.No.Description of itemNo.LengthmBreadthmHeightmQuantityUnitRemarks

1R.C.C. Slab ( 1:1.5:3 )

i. Top & Bottom21.521.520.1250.5776m31.27 + 0.25 = 1.52

ii. Sides15.580.12510.6975m34x (1.27 + 0.125) = 5.58

Deduction formanhole cover10.1590.1250.0198m3x 0.452/4 = 0.159

1.2553m3

2Centering & Shutterings

i. Bottom Slab11.521.52-----2.3104m2

Deduction for brick pillar40.250.25-----0.25m2

ii. Sides

a) Inside15.08-----15.08m21.27 x 4 = 5.08

b) Outside16.08-----1.257.6m21.52 x 4 = 6.08

iii. Top Slab1 + (0.125 x 2 ) = 1.25

a) Under Surface11.271.27-----1.6129m2

b) Edge of manhole cover11.414-----0.1250.1768m2x 0.45 =1.414

16.5301m2

3Brickwork in Pillars with cement mortar ( 1:6 )40.250.250.60.15m3

412mm thick plastering with cement mortar ( 1:6 )

i.Bottom Slab

a) Inside11.271.27-----1.6129m2

b)Outside11.521.52-----2.3104m2

ii. Sides

a) Inside41.27-----15.08m2

b)Outside41.52-----1.257.6m2

iii. Top Slab

a) Inside11.271.27-----1.6129m2

b)Outside11.521.52-----2.3104m2

iv. Edge of Manhole11.414-----0.1250.1768m2

v. Brick Pilars41-----0.62.4m24 x 0.25 = 1

Deduction for

Manhole20.159-----0.318m2

Brick Pillars40.250.25-----0.25m2

22.5354m2

ABSTACT OF OVERHEAD WATER TANKSL.NODESCRIPTION OF ITEMSUNITQUANTITYRATEAMOUNT

1Cement concrete with or without reinforcement with graded clean coarse aggresate nominal size 20 mm down mixed with coarse clean sand conforming Zone I or Zone II of IS-383 of latest edition both of approved quality control, sampling, testing, etc. vibrating with vibrator, curing as directed. all compleate with all labour and materials but excluding cost of shuttering and reinforcement as detailed in the specifications and as directed by the Engineer-in- Charge. compleate(Thickness and shape as per drawing). To lintel, chajja, apron, footing, R.W. walls column shaft, lift wall, floor and roof beams and slab, parapet wall, overlaying and coarse, stair waist and landing slab, steps, projections, weather board, folded plate etc. as per drawing and direction from Foundation to Parapet for all levels.

a) M20 grade concrete (cement not less than 390 kg/cum of concrete).Cum1.25533011.003779.71

2Hire and labour charges for shuttering with centeringand necessary staging upto 4m using approved stoutprops and thick hard wood planks of approvedthickness with required bracing for concrete slabs,beams, cilumns,lintels curved or straight includingfitting, fixing and striking out after completion of works( upto roof of ground floor )

a)25 mm to 30 mm thick wooden shuttering as per decision & direction of engineer in chargeSqm16.5301144.002380.33

3Brickwork in cement mortar 1:6 (1in Cement and 6 medium sand) with 1st class brick wetted for 24 hours in poundings, having crushing strength not less than 70Kg/Sq.m. including cut bricks etc.compleate in all respects in foundation and plinth.Cum0.152076.00311.40

4Plaster (To wall, floor, ceiling etc.) both inside and outside with sand and cement mortar including round of of chamfering corners and extra thickness of mortar due to inequalities of brickwork or concrete surface as directed and raking out joints or roughing of concrete surface including throating, nosing, drip course where necessary in all floors.

(a.)12mm thick plaster With Cement mortar (1:6)Sqm22.535440.00901.42

TOTAL = Rs. 7372.86 CONTINGENCY @5% = Rs. 368.64 W.C. ESTABLISHMENT @ 2.5% = Rs. 184.32 TOTAL COST = Rs. 7925.82

UNDERGROUNDRESERVOIR

DESIGN OF UNDERGROUND RESERVOIRGround level tank receiving water from municipality or Corporation municipal main (Capacity as well as size). According to NBC (National Building Code) Part IV per capita consumption is 135 lit/person/day.So, water consumption per building = (5 2 3 135) lit/day = 4050 lit/dayAssuming, the water supply is available in the street main all through 24 hours.And average rate of supply =0.4050 lit/hour.Assuming pumping hours, 8hours/day. That is 6am to 10-am, then 2pm to 6pm.Pumping rate = 4050/8 = 506.25 lit/hour.Let, a be the average hourly demand.So, a = (Total daily demand/24) lit/hour.=(4050/24) = 168.75 lit/hour.The total daily supply is pumping in 8 hours that is rate of pumping is 4050/8 = 506.25 lit/hour.Therefore, Hourly rate of pumping = (506.25/168.75) = 3.(So, Hourly deamnd is 1/3 rd of average hourly supply)Time inHourHourly DemandCumulative Hourly DemandHourly PumpingCumulative PumpingCumulative Surplus (+)& Deficit

24 - 6a6a006a

6 - 7a7a3a3a4a

7 - 8a8a3a6a2a

8 - 9a9a3a9a0

9 - 10a10a3a12a-2a

10 - 11a11a012a-a

11 - 12a12a012a0

12 - 13a13a012aa

13 - 14a14a012a2a

14 - 15a15a3a15a0

15 - 16a16a3a18a-2a

16 - 17a17a3a21a-4a

17 - 18a18a3a24a-6a

18 - 24a24a024a0

Based only of these two rates a and 3a at the pattern of pumping, that is for 4 hours, 6am to 10 am and 4 hours from 2pm to 6 pm.So, storage needed for ground level tank = maximim surplus + maximum deficit.= 6a + 6a = 12a= 12a average hourly system or a daily supply.The tank will be full at 6 am that when pumping starts that day.The tank will become empty at 6 pm that is when the pumping stopped at 6 pm for the day.Storage needed in ground level reservoir = = 2050 lit/dayThe maximum storage in at ground level reservoir is also 50% of storage in overhead reservoir.So, the actual storage to be provided in this case will be decided after the storage capacity of the overhead reservoir.

UNDERGROUND RESERVOIR

ESTIMATE OF UNDERGROUND RESERVOIRSl.No.Description of itemNo.Length(m)Breadth(m)Height(m)QuantityUnitRemarks

1Earthwork in excavation13.113.111.22511.848m32.01 + (2x0.4) + (2x0.15)= 3.11

2Brick flat soling13.113.11-----9.672m2

3Cement concrete (1:2:4) infoundation13.113.110.21.934m30.1 + 0.2 + 0.325 + 0.5 + 0.2 - 0.1 = 1.225

41st class brickwork in cementmortar (1:4)

40 cm wall19.640.400.3251.253m34 x (2.01+0.4) = 9.64

30 cm wall19.240.300.51.386m34 x (2.01+0.3) = 9.24

20 cm wall18.840.200.20.354m34 x (2.01+0.2) = 8.84

2.993m3

52.5 cm thick artificial stonefloor (1:2:4)12.012.01-----4.040m2

612 mm thick cement plaster(1:6) finished smooth withneat cement

Floor12.012.01-----4.040m2

Long walls22.01-----14.020m21.225 + 0.1 - 0.1 - 0.2 - 0.025= 1

Short walls22.01-----14.020m2

12.080m2

76 mm thick cement plaster(1:4)

On top of wall

Long walls22.410.20-----0.964m22.01 + (2x0.2) = 2.41

Short walls22.010.20-----0.804m2

Outside up to 10 cm belowG.L.

Long walls22.41-----0.602.892m2

Short walls22.41-----0.602.892m2

7.552m2

ABSTRACT OF ESTIMATE OF UNDERGROUND RESERVOIRSL.NO.DESCRIPTION OF ITEMSUNITQUANTITYRATEAMOUNT

1Earthwork in excavation of trenches in any kind of soil includingtrimming the side of trenches, levelling, dressing and ramming the bottom and bailing out normal seepage water.Cum11.84841.87496.08

2Single brick flat soling with pricked jhama bricks in steps etc. including ramming and dressing bed to proper level and filling joints with local sand complete in all respects. Sqm9.6721114.001102.62

3Labor for laying brick flat soling with pricked jhama bricks in steps etc. including ramming and dressing bed to proper level and filling joints with local sand complete in all respects. Sqm9.672111.50111.23

4Cement concrete with or without reinforcement with graded clean coarse aggregate nominal size 20 mm down mixed with coarse clean sand conforming Zone I or Zone II of IS-383 of latest edition both of approved quality control, sampling, testing, etc. vibrating with vibrator, curing as directed. all complete with all labor and materials but excluding cost of shuttering and reinforcement as detailed in the specifications and as directed by the Engineer-in- Charge. complete(Thickness and shape as per drawing). To lintel, chajja, apron, footing, R.W. walls column shaft, lift wall, floor and roof beams and slab, parapet wall, overlaying and coarse, stair waist and landing slab, steps, projections, weather board, folded plate etc. as per drawing and direction from Foundation to Parapet for all levels.

a) M15 grade concrete for P.C.C.Cum1.93442691.005205.47

5250mm Thick Brick mortar in cement mortar 1:4 (1in Cement and 4medium sand) with 1st class brick wetted for 24 hours in poundings, having crushing strength not less than 70Kg/Sq.m. including cut bricks etc. complete in all respects in superstructure.Cum2.9931959.005862.90

6Artificial stone in floor, dado, staircase etc. with cement conc. ( 1:2:4 ) with stone chips laid in panels as directed with topping made with ordinary or white cement ( as necessary ) and marble dust in proportion ( 2:1 ) including smooth finishing and rounding off corners and including application of cement slurry before flooring works using cement @ 1.75 Kg/Sqm all complete including all materials and labour

i. 25 mm thick Sqm4.0401119.00480.7

7Plaster (To wall, floor, ceiling etc.) both inside and outside with sand and cement mortar including round of of chamfering corners and extra thickness of mortar due to inequalities of brickwork or concrete surface as directed and raking out joints or roughing of concrete surface including throating, nosing, drip course where necessary in all floors.

(a.)12mm thick plaster With Cement mortar (1:6)Sqm12.0840.00483.20

(b.) 6mm thick plaster With Cement mortar (1:4)Sqm7.55224.00181.25

TOTAL = Rs. 13822.37CONTINGENCY @5% = Rs. 691.11 W.C. ESTABLISHMENT @ 2.5% = Rs. 345.5 TOTAL COST = Rs. 14858.98

SEPTICTANK

DESIGN OF SEPTIC TANKTO DESIGN THE SEPTIC TANK FOLLOWING ARE THE REQUIRED FIXTURE UNIT.

SL. NO.FACILITYEQUIVALENT FIXTURES UNIT

01.02.03.04.05.06.07.08.09.10.11.12.13.

W.C.BATHWASH BASIN/KITCHEN SINKURINAL (AUTO FLUSH)URINAL (WITHOUT AUTO FLUSH)SLOPE SINKLABORATORY SINKCOMBINATION SINKSHOWER BATH DRINKING FOUNDRYABLUTION TABDISH WATERBATH TOP1112112

SL. NO.FACILITYNO.EQUIVALENT FIXTURES UNIT

01.

02.

03.

04.KITCHENA) KITCHEN SINKB) WASH BASIN

TOILET (ATTACHED)A) WASH BASINB) FLUSHING CISTERNC) ABLUTION TABD) SHOWERE) TAB

W.C.A) ABLUTION TABB) FLUSHING CISTERN

BATHA) SHOWERB) TABC) WASH BASIN

FOR 5 nos. OF PEOPLE = 8 x 2 x 3 = 51 1 CUBIC FEET / MINUTE = O.O2836 m3 / MIN. = 28.36 LIT / MINUTE.

1 FIXTURE UNIT = 28.36 LIT / MINUTE. = 1 CUBIC FEET / MINUTE TYPICAL DESIGN OF A SEPTIC TANK INSTALLATION WITH SOIL ABSORPTION SYSTEM FOR THREE STORIED BLOCK OF RESIDENTIAL APARTMENT.

The fixtures unit for each apartment is 5 persons = 8.5 units

Total fixtures unit in the three storied block = 3 x 2 x 8.5 = 51 unit for 30 persons

NO. OF FIXTURES UNITUNIT RATE OF FLOW

202

403.3

604.3

805.1

1005.7

1206.4

1407.1

For (60-40) = 20, difference (4.3-3.3) = 1.0 1 = 1.0/20 11 = 1.0/20 x 11 = 0.55

unit rate of flow = (3.3+0.55) lit. / minute. = 3.85 lit. / minute.For 51 unit peak discharge for 30 persons at 3.85 rate of flow = (3.85 x 28.316) = 109.02 lit./minuteTANK CAPACITY :-

FOR SEDIMENTATION:- SURFACE AREA OF TANK REQUIRED 0.92 m2 / 10 LPM. PEAK FLOW(0.92 x 109.02) / 10= 10.03 m2ASSUMING, 0.3 M DEPTH.

VOLUME REQUIRED FOR SEDIMENTATION PURPOSE = (10.03 x 0.3) = 3.01 m2

FOR SLUDGE DIGESTION AT AVERAGE TEMPERATURE OF 25C:-CAPACITY REQUIRED FOR SLUDGE DIGESTION 0.032 m3 /CAPITA.

VOLUME REQUIRED FOR SLUDGE DIGESTION FOR 30 PERSONS = (0.032 x 30) = 0.96 m3FOR SLUDGE STORAGE:-Assuming, cleaning once in two years,

volume required for sludge digestion storage at volume of digested sludge = (0.0002 x 30 x 365 x 2) = 4.38 m3

for seed sludge:-For seed sludge increase the volume 10% which is provided for sludge storage = (4.38 x 10%) m3 = 0.438 m3

Free board:-Assuming the free board is 30 cm.

volume of free board = (10.03 x 0.3) = 3.94 m3

Total capacity and dimensions:-Total capacity = 3.01 + 0.96 + 4.38 + 0.438 + 3.01 = 11.798 m3

Area of tank = 10.03 m3

depth of the tank = (11.798 / 10.03) = 1.18 m. ~ 1.2 m.

Adopting the length and width ratio = 2:1

Let, breadth = b and length = l (2b x b) = 10.03 b = 2.24 m. ~ 2 m. and, l = (2 x b) = (2 x 2.24) = 4.48 m. ~ 5 m.

SO, LENGTH = 5 m. BREADTH = 2 m. DEPTH = 1.2 m.

ESTIMATE OF SEPTIC TANKSL. NO.DESCRIPTION OF ITEMNO.LENGTH (M)BREDTH(M)HEIGTH(M)QUANTITYTOTALQUANTITYUNITREMARKS

1.Earth work in excavation in any kind of soil16.23.61.737.94437.944m3

2.Cement concrete in foundation (1:3:6)16.23.60.24.4644.464m3

3.First class brick work with cement mortar (1:4)

For long wall

(i.) 40cm thick Layer25.90.40.52.36m3

(ii.) 30cm thick Layer25.70.30.51.71m3

(iii.) 20cm thick Layer25.50.20.51.1m3

For short wall

(i.) 40cm thick Layer22.50.40.51m3

(ii.) 30cm thick Layer22.50.30.50.75m3

(iii.) 20cm thick Layer22.50.20.50.5m3

7.42m3Diameter of manhole is 450mm

4.10cm thick brick work in baffle wall with cement mortar (1:3)12.5-1.33.253.25m3

5.Cement concrete in floor 5cm thick152.5-12.512.5m3

6.R.C.C. work (1:2:4) with shuttering

(i.)Roof slab15.52.90.11.595m3

Deduction for manhole cover2(3.14/4 ) x 4.52 x 0.10.03m3

(ii.)5cm thick board12.50.10.50.125m3

1.69m3

7.20cm thick cement plaster (1:2) with waterproofing at inside

For long wall25-1.515m3

For short wall22.5-1.57.5m3

Sides of baffle wall22.5-1.286.4m3

Top of the baffle wall12.5-0.10.25m3

29.15m3

ABSTRACT OF ESTIMATE OF SEPTIC TANKSLNODESCRIPTION OF ITEMSUNITQUANTITYRATE (Rs)AMOUNT(RS)

1.Earthwork in excavationEarthwork in excavation of trenches in any kind of soil including trimming the sides of trenches, leveling, dressing and ramming the bottom and bailing out normal seepage of water.Cum37.94441.871588.71

2.Cement concrete in foundation(1:3:6)Cement concrete with or without reinforcement with graded clean coarse aggregate nominal size 20 mm down mixed with coarse clean sand conforming Zone I or Zone II of IS-383 of latest edition both of approved quality as necessary including preparation of design mix and cost for quality control, sampling, testing etc. Vibrating with vibrator, curing as directed. All complete with all labour and matirials but excluding cost of shuttering and reinforcements as detailed in the specifications and as directed by the Engineer-in-charge. Complete (Thickness and shape as per drawing). To lintel, chajja, apron, footing, R.walls column shaft, lift wall, floor and roof beams & slabs, parapet wall, over laying & course, stair waist and landing slab, steps, projections, weather board, folded plate etc. as per drawing & directions from Foundation to parapet for all levels.

(a.)M20 grade of concrete (cement not less than 390 Kg. Cu. M. of concreteCum4.4643011.0013441.00

(b.)M 15 grade concrete for P.C.C.Cum12.52691.0033637.50

3.Hire and labour , charges for centering and shuttering may be straight or curve may have any cross section, with sufficiently rigid steel shuttering plate for building works including rigid steel/required diameter hardwood bullies / bracings, etc. with bolts and nuts, tension devices, jigs etc. as per drawing, fitting, fixing and striking out after completion of work with all labour and materials ( Only the area in contact with concrete surface to be measured and paid).Both with and without prop. Side shuttering may be of seasoned ply board. Unseasoned ply is not permissible for side shuttering. For all items of all floors from foundation up to roof levels all inclusive.Sq.m144.00144.00

4.1st class brickwork in cement mortar 1:4 Brickwork in cement mortar 1:4 ( 1 cement and 4 medium sand) with 1st class brick wetted for 24 hours in pounding, having crushing strength not less than 70 Kg./Sq. cm. including cut bricks etc. complete in all respects as per.Cum7.421959.0014535.00

5.10 cm thick brickwork for buffle wallBrick work in cement mortar 1:4 ( 1 cement and 4 medium sand) with 1st class brick wetted for 24 hours in pounding, having crushing strength not less than 70 Kg./Sq. cm. including cut bricks etc. complete in all respects as per.Sq.m3.25219.00711.75

6.Reinforcement

I.S. specified steel reinforcement ( For all types of reinforced concrete work) including main and straightening of coil bars, binder etc. and removal of loose rust including applying a coat of cement wash( If necessary) cutting to required length, hooking, bending to correct shape, placing on proper position and binding with 20 gauge black annealed wire at every intersection ( Including every cost of binding wire) complete as per drawing and direction with all labour and materials in all floors including steel for fan hooks ( M.S.)High strength deformed bars and wires Fe 415 or M.S. bar.ReinforcementI.S. specified steel reinforcement ( For all types of reinforced concrete work) including main and straightening of coil bars, binder etc. and removal of loose rust including applying a coat of cement wash( If necessary) cutting to required length, hooking, bending to correct shape, placing on proper position and binding with 20 gauge black annealed wire at every intersection ( Including every cost of binding wire) complete as per drawing and direction with all labour and materials in all floors including steel for fan hooks ( M.S.)High strength deformed bars and wires Fe 415 or M.S. bar.ReinforcementI.S. specified steel reinforcement ( For all types of reinforced concrete work) including main and straightening of coil bars, binder etc. and removal of loose rust including applying a coat of cement wash( If necessary) cutting to required length, hooking, bending to correct shape, placing on proper position and binding with 20 gauge black annealed wire at every intersection ( Including every cost of binding wire) complete as per drawing and direction with all labour and materials in all floors including steel for fan hooks ( M.S.)High strength deformed bars and wires Fe 415 or M.S. bar.

Kg1.6932.0054.08

7.Plastering & finishing:Plaster (To wall, floor, ceiling etc.) both inside and outside with sand and cement mortar including rounding off or chamfering corners and extra thickness of mortar due to inequalities of brick work or concrete surface as directed and raking out joints or roughing of concrete surface including throating, nosing, drip course where necessary in all floors.i) 20 mm thick plaster with 1:6 cement mortar.Sq.m29.1553.001544.95

TOTAL COST = Rs. 65656.99 CONTINGENCY @5% = Rs. 3282.84 W.C. ESTABLISHMENT @ 2.5% = Rs. 1641.42 TOTAL COST = Rs. 70581.25

SOAK PIT

DESIGN OF SOAK PIT

ALLOWABLE DEPTH OF EFFLUENT APPLICATION TO SOIL ABSORPTION SYSTEM

PERCOLATION RATE MAXIMUM RATE OF EFFLUENT APPLICATION (MINUTE) (L/M2/DAY)

Less than 1 2042 1433 1184 1025 9010 6515 52 30 3245 3360 26

NOTE: - if the percolation rate exceeds 30 minute the soil is not suitable for soak pit. If the percolation rate exceeds 60 minutes the soil is not suitable for any soil absorption system.Taking septic tank effluents to be 30(L/M2/DAY) effluent entering in the soak pit =900 liter.Assuming, percolation rate of local soil 10 minutes. Considering to 10 minutes using table IS: 2470 (Part ii) 1985.Allowable maximum rate of effluents application capacity of soil=65 L/M2/DAY Therefore effective side of wall area =900/65=13.85 M2 .Assume depth of soak pit=2MTherefore absorption area soak pit =DH Where D= Dia. Of soak pit H=Height of soak pitSo, DH=13.85So, D=2.2M

ESTIMATE OF SOAK PITSL.NODESCRIPTION OF ITEMNO.LENGTH(M)BREADTH(M)HEIGHT(M)UNITQUANTITY.REMARKS

1Earth work in excavation1Area=6.38 M21.55m39.89Area= /4(2.25+.3*2)2

230 cm thk. Outer casing with coarse sand1Area=2.4M21m32.40Area= /4(2.852-2.252)

31st class brick work with cement morter(1:4)Area=2.4M21m32.40Area= /4(2.852-2.252)

4Gravel1Area=3.98 M22m37.96Area= /4x2.252

Deduction for inlet pipe coming from septic tank112.50.1250.3m30.47

TOTAL = 7.49

5Plastering(1:4)

a)Outside surface of soak pit19-0.55m34.959=perimeter=x2.85

b)inside of inlet112-0.3m33.60

Total = 8.55

6Neat cement finish19-0.55m24.95

7Slab of soak pit of 10 cm thk.1Area=6.38 M20.1m30.64

deduction for cover1Area=0.16 M20.1m30.16Area= /4x0.452

Total = 0.48

ABSTRACT OF ESTIMATE OF SOAK PITSLNODESCRIPTION OF ITEMUNITQUANTITYRATE (Rs)AMOUNT(RS)

1.Earthwork in excavationEarthwork in excavation of trenches in any kind of soil including trimming the sides of trenches, leveling, dressing and ramming the bottom and bailing out normal seepage of water.cum.9.89041.87401.53

2.Outer casing of coarse sandProviding and filling clean coarse sand, in layers not exceeding 150 mm including watering, ramming etc. layer by layer complete in all respect as per direction. (Payment to be made on measurement of finished quantity.)cum.2.400224.76539.42

3.1st class brickworkBrick work in cement mortar 1:4 ( 1 cement and 4 medium sand) with 1st class brick wetted for 24 hours in pounding, having crushing strength not less than 70 Kg./Sq. cm. including cut bricks etc. complete in all respects as per.cum.2.4001959.004701.00

4.Gravel packingcum.7.490

5.Plastering & finishing:Plaster (To wall, floor, ceiling etc.) both inside and outside with sand and cement mortar including rounding off or chamfering corners and extra thickness of mortar due to inequalities of brick work or concrete surface as directed and raking out joints or roughing of concrete surface including throating, nosing, drip course where necessary in all floors.Sqm.8.55053.00453.15

6.Neat cement finishSqm.4.950983.004865.85

7.10cm thick P.C.C slabCement concrete without reinforcement with graded clean coarse aggregate nominal size 20 mm down mixed with coarse clean sand conforming Zone I or Zone II of IS-383 of latest edition both of approved quality as necessary including preparation of design mix and cost for quality control, sampling, testing etc. Vibrating with vibrator, curing as directed. All complete with all labour and matirials but excluding cost of shuttering and reinforcements as detailed in the specifications and as directed by the Engineer-in-charge. Complete (Thickness and shape as per drawing). To lintel, chajja, apron, footing, R.walls column shaft, lift wall, floor and roof beams & slabs, parapet wall, over laying & course, stair waist and landing slab, steps, projections, weather board, folded plate etc. as per drawing & directions from Foundation to parapet for all levels.a) M 15 grade concrete for P.C.C.

cum.0.4802691.001291.68

8.LabourHire and labour , charges for centering and shuttering may be straight or curve may have any cross section, with sufficiently rigid steel shuttering plate for building works including rigid steel/required diameter hardwood bullies / bracings, etc. with bolts and nuts, tension devices, jigs etc. as per drawing, fitting, fixing and striking out after completion of work with all labour and materials ( Only the area in contact with concrete surface to be measured and paid).Both with and without prop. Side shuttering may be of seasoned ply board. Unseasoned ply is not permissible for side shuttering. For all items of all floors from foundation up to roof levels all inclusive.Sqm.144.00144.00

TOTAL = Rs. 12396.63 CONTINGENCY @5% = Rs. 619.83 W.C. ESTABLISHMENT @ 2.5% = Rs. 309.91 TOTAL COST = Rs. 13326.37

PRIMARYSCHOOLBUILDING

FRONT ELEVATION

BACKSIDE ELEVATION

SIDE ELEVATION

SECTION ABCD

SECTION EFGH

ESTIMATE OF SCHOOL BUILDINGSl.No.Description of ItemsNo.LengthBreadthHeightQuantityTotalQuantityUnitsExplainatoryNotes

I. Substructure

1.Surface Dressing to an Average Depth170.00030.000-2100.02100.0m2Total Land Required for construction.

2.Antitermide

(i.)Main Building123.25016.625-386.53m2

(ii.)Assembly Hall112.25030.250370.56

757.094m2

3.Earthwork in Excavation

(i.)350 X 250 mm column for Main Building173.5502.5501.200184.67m33.50 + 0.025 X 2= 3.55

(ii.)350 X 250 mm column for Assembly Hall143.5502.5501.200152.08m32.50 + 0.025 X 2= 2.55

(iii.)250 X 250 mm Column for Main Building82.2502.2501.20048.60m32.20 + 0.025 X 2= 2.25

(iv.)Foundation Trench for Tie Beam1239.750.3750.25022.48m30.350 + 0.025= 0.375

(v.)Foundation Trench for Dwarf Wall beside Assembly Hall Corridor130.2500.6000.5259.53m3

417.358m3

4.Earthwork in Fillingby earthwork in foundation trenches.1/5th of Excavated Earth83.472m31/5 X 417.358

5.Single Brick Flat Soling

(i.)350 X 250 mm column for Main Building173.5502.550-153.89

(ii.)350 X 250 mm column for Assembly Hall143.5502.550-126.74

(iii.)250 X 250 mm Column for Main Building82.2502.250-40.50

(iv.)Foundation Trench for Tie Beam1239.750.375-89.91

(v.)Foundation Trench for Dwarf Wall beside Assembly Hall Corridor130.2500.600-18.15

429.184m3

6.Plain Cement Concrete In Foundation With M-20 Grade Concrete

(i.)Foundation Below 350 X 250313.5502.2500.10024.76m3

(ii.)Foundation Below 250 X 25082.2502.2500.1004.05m3

(iii.)Foundation under FloorTotal Area =220.5000.10022.05m3

50.861m3

7.1st Class Brickwork in Cement Mortar (1:4) 250 mm thick from G.L to P.L1239.750.3750.42538.2138.210m3

8. Cement Concrete In Foundation With M-20 Grade Concrete

(i.)For Tie Beam1239.750.2500.35020.98m3

(ii.)For Column Footing

(a.) Main Column of 350 X 250 mm

Lower Rectangular Portion313.3502.0500.20042.58m3

Lower Chamfer Portion31area = 3.4800.15016.18m3

Pedestral310.7000.5000.5005.43m3

(b.) Corridor Column of 250 X 250 mm

Lower Rectangular Portion82.0502.0500.2006.72m3

Lower Chamfer Portion8area = 2.1300.1502.56m3

Pedestral80.5000.5000.5001.00m3

95.444m3

9. Mild Steel Reinforcement for Foundation and Plinth

(a.) For Tie Beam110 kg/m3 of concrete = 110 X 20.9782307.800Kg

(b.) For Column Footing160 kg/m3 of concrete = 160 X 74.4611913.600Kg

Sl.No.

Description of ItemsNo.LengthBreadthHeightQuantityTotalQuantityUnitsExplainatoryNotes

II. Superstructure

1. Brickwork

A. Main Building

I. Ground Floor

(i.)250 mm Thick Brick Wall1101.000.2502.95074.49m3

(ii.)125 mm Thick Brick Wall127.2500.1251.3504.60m3


1.2 mm Wide Doors (D2)51.2000.2502.1003.15m3

1.0 mm Wide Doors (D3)31.0000.2502.1001.58m3


1.2 mm Wide Windows (W2)211.2000.2501.2007.56m3



(c.)Deduction for Lintel181.7500.2500.2505.11m3

60.822m3

II. First Floor




1.2 mm Wide Doors (D2)71.2000.2502.1004.41m3

1.0 mm Wide Doors (D3)21.0000.2502.1001.05m3






60.087m3

III. Second Floor




1.2 mm Wide Doors (D2)51.2000.2502.1003.15m3

1.0 mm Wide Doors (D3)21.0000.2502.1001.05m3






64.227m3

IV. Mumty Room118.0000.2502.40010.80m3

Deduction For 1.0 m Wide Door (D3)11.0000.2502.1000.53m3

Deduction For Lintel118.0000.2500.2501.13m3

9.150m3

V. Parapet Wall183.8500.1250.7507.867.861m3

B. Assembly Hall



(a.)Deduction for Lintel181.0000.2500.2505.06m3

(b.)Deduction For 1.50 mm Wide Doors (D1)61.5000.2502.1004.73m3

(c.)Deduction For 1.0 mm Wide Windows (W1)161.0000.2501.2004.80m3

107.723m3

Total Brick Work in Superstructure = 309.869m3

2. Concrete Work

A. Main Building

I. Ground Floor

(i.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Column.

For 350 X 250 mm Column170.3500.2503.3004.91m3

For 250 X 250 mm Column80.2500.2503.3001.65m3

(ii.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Beam.

For 350 X 250 mm Beams1101.000.2500.3508.84m3239.75-81-57.75=101

For 250 X 250 mm Beams157.7500.2500.2503.61m3239.75-81-101= 57.75

For 250 X 250 mm Beams in Corridor at Lintel level127.2500.2500.2501.70m3From Column C4 to H9

(iii.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Lintel.181.7500.2500.2505.11m346.5 + 35.25 = 81.75

(iv.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Slabs.1Area = 156.5 m20.12519.56m3

(v.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Stairs.

Waist Slab22.5001.4500.1501.09m3

Landing23.0001.2000.1501.08m3

Steps20Volume of each Step=0.225 m34.50m3

(vi.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Chajja.

1.2 mm Wide Windows (W2)171.4500.4500.08750.97m31.2 + .125 X 2 = 1.45



53.155m3

II. First Floor

(i.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Column.

For 350 X 250 mm Column170.3500.2503.3004.91m3

For 250 X 250 mm Column80.2500.2503.3001.65m3

(ii.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Beam.

For 350 X 250 mm Beams1101.000.2500.3508.84m3239.75-81-57.75=101

For 250 X 250 mm Beams157.7500.2500.2503.61m3239.75-81-101= 57.75

For 250 X 250 mm Beams in Corridor at Lintel level127.2500.2500.2501.70m3From Column C4 to H9

(iii.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Lintel.181.7500.2500.2505.11m346.5 + 35.25 = 81.75

(iv.)Cement Concrete M15 Excluding Reinforcement but Including Shuttering for Slabs.1Area = 156.5 m20.12519

total project

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