Estimate Construction of London Palace

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    Estimate of Construction of proposed London Palace Marriage Palace, situated at V&P.O.

    Phuglana, Tehsil: & District: Hoshiarpur, belonging to Mr. Varinder Kumar S/O. Mr. Gian Chand and

    Mr. anuj Jain S/O. Mr. Varinder Kumar , is as Follows:

    Total Proposed Coverage = As detailed in attached plan

    Proposed Speci f icat ions for Hal l:

    The structure will be framed structure with isolated footing and A.C.C. Sheets over steel roof truss.

    False ceiling with fancy electric lamps will be provided The General Specifications are as Follows.

    1. The foundation Concrete is to be of (1:1.5:3)

    2. The brick work in plinth & Superstructure is of Ist Class in c.m. (1: 6)

    3. The R. C. C. work is to be carried out in the proportion of (1:1.5:3) by Machine mixing.

    4. The wooden doors are to be provided with brass fittings & fixtures & with wooden frame.

    5. The fully Glazed windows are to be provided with safety grills

    6. The vitrified tile. flooring will be provided.

    7. The inside cement plaster will be of 12 cm thick & of proportion (1: 4)

    8. The sand faced plaster is to be provided on the exterior surface of walls.

    9. The underground concealed type wiring is to be provided for Electrification.

    10. Own Arrangement is to be done for Water Supply.

    11. Own Arrangement is to be done for Sanitation.

    12. O.B.D. Will be used Inside & Snowcem Outside.

    13. Twenty no. of P. V. C. Pipes of Diameter 80 cm will be provided for disposal of Rain water

    The quantities of various materials Required & Labour requirement is Calculated & the cost ofMaterials & Labour is calculated based upon P. W. D. Schedule of Rates 2010with appropriatepremiums there upon up to 2014 (on page no. 2)

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    Estimate of Quantities & Cost of Materials

    S.No. Item Quantity Rate/unit Amount in Rs.

    1 Bricks 327168 5 1635840

    2 Cement in Bags 6162 310 1910220

    3 Steel in Kg 29160 48 1399680

    4 990 192 190080

    4 Frames & Shutters 29.13714 19275 561618

    5 Sand 566 442 250172

    6 Coarse Aggregare 385 684 263340

    7 Brick Aggregate 171 456 77976

    8 Primer in lit 103 200 20600

    9 Paint 164 200 32800

    10 Flooring Vetrified tiles Marble 1293 862.4 1115083

    Total 7457409

    Estimate of Labour

    S.no. Labour No. of Days Rate / Day Amount in Rs.

    1 Mason 2059 350 720650

    2 Mazdoor 7503 275 2063325

    3 Carpenter 1807 400 722800

    4 Painter 135 400 54000

    5 Bar Bender 412 400 164800

    Total 3725575

    Total cost of Materials & Labour 11182984

    A.C.C. Sheets in sq.m

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    Proposed Specif ications for Kitchen, Off ice lounge , Other Anci l lar y with R. C. Slab:

    The structure will be framed structure with isolated footing and R.C. Slab. The General Specifications

    are as Follows.

    1. The foundation Concrete is to be of (1:1.5:3)

    2. The brick work in plinth & Superstructure is of Ist Class in c.m. (1: 6)

    3. The R. C. C. work is to be carried out in the proportion of (1:1.5:3) by Machine mixing.

    4. The wooden doors are to be provided with brass fittings & fixtures & with wooden frame.

    5. The fully Glazed windows are to be provided with safety grills

    6. The vitrified tile. flooring will be provided.

    7. The inside cement plaster will be of 12 cm thick & of proportion (1: 4)

    8. The sand faced plaster is to be provided on the exterior surface of walls.

    9 The glazed tiles are to be provided in the bath rooms, with a Dado of 80 cm.

    10. The underground concealed type wiring is to be provided for Electrification.

    11. Own Arrangement is to be done for Water Supply.

    12. Own Arrangement is to be done for Sanitation.

    13. O.B.D. Will be used Inside & Snowcem Outside.

    14. Ten no. of P. V. C. Pipes of Diameter 80 cm will be provided for disposal of Rain water

    The quantities of various materials Required & Labour requirement is Calculated & the cost ofMaterials & Labour is calculated based upon P. W. D. Schedule of Rates 2010with appropriatepremiums there upon up to 2014 (on page no. 4)

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    S.No. Item Quantity Rate/unit Amount in Rs.

    1 Bricks 147691 5 738455

    2 Cement in Bags 2785 310 863350

    3 Steel in Kg 14780 48 709440

    4 Frames & Shutters 13.2762 19275 255898

    5 Sand 252 442 111384

    6 Coarse Aggregare 174 684 119016

    7 Brick Aggregate 76 456 34656

    8 Primer in lit 46 200 9200

    9 Paint 74 200 14800

    10 Flooring Vetrified tiles Marble 583 862.4 502779.2

    Total 3358978

    Estimate of Labour

    S.no. Labour No. of Days Rate / Day Amount in Rs.

    1 Mason 944 350 330400

    2 Mazdoor 3404 275 936100

    3 Carpenter 810 400 324000

    4 Painter 61 400 24400

    5 Bar Bender 184 400 73600

    Total 1688500

    Total cost of Materials & Labour 5047478

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    Abstract of Cost

    Particulars Quantity Rate as

    applicable

    Estimated

    Cost in

    Rupees

    Cost of construction of hall with A.A.C.

    sheets

    873.40

    sq .m.

    As detailed on

    page 1

    11182984(A)

    Cost of construction of Kitchen, Office

    lounge , Other Ancillary with R. C. Slab

    388.10

    sq .m.

    As detailed on

    page 4

    5047478(B)

    Earth Filling & Levelling 4248 cu. m. Rs.283/cu. m. 1202184

    Providing Interlocking tiles in open area 2786.8 sq.

    m

    Rs.885/sq. m. 2466318

    Boundary wall 365.85 rm Rs.1704/r m 623408

    Internal Water supply and sanitation

    installations

    4% of (A+B) 649218

    Internal electrical installations 12.5 % of (A+B) 2028807

    External service connections 5% of (A+B) 811523

    Cost of false ceiling with lamps & interior

    decoration

    L.S. L.S. 120000

    Landscaping of open area L.S. L.S. 700000

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    Lightening conductors .5% of (A+B) 81152

    Overhead tank 20,000 lit. 15/lit. 300000

    Cost of planning ,permission and

    supervision during construction

    5% of (A+B) 811523

    Submersible pump with automatic

    cut off

    L.S. 70000

    Front elevation work L.S. L.S. 250000

    Towards fire fighting equipment, fire

    hydrants, smoke detectors, fire alarm

    L.S. L.S. 500000

    Towards Rain water harvesting System 40000

    Towards cost of solar power plant L.S. L.S. 1200000

    Total 28084595

    Say 28085000

    Hence in my view, the estimated cost construction of above said building

    with said specifications as on 01.08.2014, comes out to be Rs. 2, 80, 85, 000/ (Rupees Two

    crore eighty lac eighty five thousand Only)