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Materials,abbre

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    Sl.No NAME OF THE MATERIAL UNIT SOURCE LEAD IN KmINCIDENTAL

    CHARGE

    LEAD

    CHARGES

    COST OF

    MATERIAL

    LOADING &

    UNLOADINGTOT

    1 CEMENT TONNE Madurai 25 30 28 5000 50+50 51

    2 MILD STEEL 100 Kg Madurai 25 40 28 3500 50+50 36

    3 BINDING WIRE 100 Kg Madurai 25 25 28 2000 50+50

    4 SAND FOR MORTAR M3

    THIRUPP

    UVANAM 25 35 30 1430 35+35

    5 SAND FOR FILLING M3

    THIRUPPUVANAM 25 35 30 1200 35+35

    6 BRICKS ( IST

    CLASS ) 1000 Nos

    THIRUPP

    UVANAM 25 32 35 5000 40+40

    7 BRICK JELLY ( 20 mm ) M3

    THIRUPP

    UVANAM 25 35 35 1200 50+50

    8 BROKEN STONE( 20 mm ) M3 THIRUPP

    UVANAM 25 40 40 1400 50+50

    9 BROKEN STONE( 40 mm ) M3

    THIRUPP

    UVANAM 25 35 50 1500 60+60

    10 SHELL LIME M3

    Madurai 25 30 70 1800 40+40

    11 ROUGH STONE M3

    THIRUPPUVANAM 25 45 60 1200 50+50

    12 BOND STONE M3

    THIRUPP

    UVANAM 25 45 60 1400 60+60

    13 SLAKED LIME M3

    Madurai 25 32 45 1300 45+45

    14

    PRESSED TILES

    ( 300mm X 300mmX10mm) 1000 Nos Madurai 25 45 75 9000 60+60

    RATE OF MATERIALS

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    Qty Description Rate Per Amount

    480 Kg Cement 5158 Tonne 2475.84

    1 m3

    Sand 1565 M3

    1565

    Lumpsum Mixing charges 45 M3

    45

    4085.84

    Qty Description Rate Per Amount

    360 Kg Cement 5158 Tonne 1856.88

    1 m3

    Sand 1565 M3

    1565

    Lumpsum Mixing charges 45 M

    3

    453466.88

    Qty Description Rate Per Amount

    288 Kg Cement 5158 Tonne 1485.5

    1 m3

    Sand 1565 M3

    1565

    Lumpsum Mixing charges 45 M3

    45

    3095.5

    Qty Description Rate Per Amount10 m3 Earthwork excavation in soil 60 M

    3600

    10 m3

    Add 100% extra for narrow

    excavation 60 M3

    600

    10 m3 Refilling charges ( 1/3rd

    ) 60 M3

    20

    820

    82

    Qty Description Rate Per Amount

    9.5m3

    40mm broken stone 1705 M3

    16197.5

    3.8m3

    Cement mortar 1:4 3466.88 M3

    13174.14

    1.83 Nos Mason IInd

    class 320 Each 585.6

    17.7 Nos Mazdoor Ist

    class 200 Each 3540

    14.1 Nos Mazdoor IInd

    class 175 Each 2467.5

    35964.74

    3596.47

    Qty Description Rate Per Amount

    10m3

    Rough stone 1405 M3

    14050

    1m3

    Bond stone 1625 M3

    1625

    3.4m3

    Cement mortar 1:5 3095.5 M3

    10524.7

    7.1 Nos Mason Ist

    class 450 Each 3195

    10.6 Nos Mason IInd

    class 320 Each 3392

    Sub data:

    1)Cement morar 1:3 for 1 m3

    Sub data:

    Sub data:

    Per m3

    Total

    2)Cement morar 1:4 for 1 m3

    Total

    ANALYSIS OF RATES

    Per m3

    Rate for 10 m3

    Rate for 1 m3

    4)Earthwork excavation for 10 m3

    5)C.C 1:4:8 foundation concrete using 40 mm broken stone - 10 m3

    Per m3

    Per m3

    3)Cement morar 1:5 for 1 m3

    Per m3

    Per m3

    6)R.R masonry in C.M 1:5 - 10m3

    Total

    Rate for 10 m3

    Rate for 1 m3

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    Qty Description Rate Per Amount

    9m3 Broken stone ( 20 mm ) 1580 M3

    14220

    4.5m3

    sand for mortar 1565 M3

    7042.5

    3231 Kg Cement 5158 Tonne 16665.49

    3.5 Nos Mason IInd

    class 320 Each 1120

    21.2 Nos Mazdoor Ist

    class 200 Each 4240

    35.3 Nos Mazdoor IInd

    class 175 Each 6177.5

    49465.49

    4946.54

    Rate for 10 m3

    7)R.C.C 1:2:4 for roof slab,beams and lintels - 10 m3

    Per m3

    Rate for 1 m3

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    Qty Description Rate Per Amount

    6010 Nos Bricks 5147 1000 Nos 30933.47

    2.8m3 Cement mortar 1:5 3095.5 M3

    8667.4

    3.5 Nos Mason Ist

    class 450 Each 1575

    7 Nos Mason IInd class 320 Each 2240

    7 Nos Mazdoor Ist

    class 200 Each 1400

    14.1 Nos Mazdoor IInd

    class 175 Each 2467.5

    47283.37

    4728.34

    Qty Description Rate Per Amount

    1 m3

    Sand for filling 1565 m3

    1565

    1 m3

    Refilling charges 80 m3

    80

    1645

    Qty Description Rate Per Amount

    22 Nos Colour cement 1200 100 Kg 264

    1.6 Nos Mason IInd

    class 320 Each 512

    0.5 Nos Mazdoor Ist class 200 Each 100

    1.1 Nos Mazdoor IInd

    class 175 Each 192.5

    1068.5

    106.85

    9)Sand filling for foundation and basement - 1m3

    10)Painting with colour cement - 10 m2

    Rate for 1 m3

    Rate for 10 m3

    Rate for 1 m3

    Per m2

    Per m3

    Per m3

    Rate for 10 m2

    Rate for 1 m2

    8)Brick work in C.M 1:5 - 10 m 3

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    Qty Description Rate Per Amount

    L.S

    Polishing with polishing

    machine L.S 350

    2.2 Nos Mason IInd

    class 320 701

    L.S For conveyance charge L.S 150

    L.S

    For temporary electric

    connection L.S 200

    L.S Cost of polishing L.S 300

    1701

    Qty Description Rate Per Amount

    0.1 m3

    Cement mortar 1:3 4085.84 m3

    408.58

    1.1 Nos Mason Ist

    class 450 Each 495

    1.1 Nos Mazdoor Ist

    class 200 Each 220

    1.1 Nos Mazdoor IInd

    class 175 Each 192.5

    1316.08

    131.608

    Qty Description Rate Per Amount

    12.8 m3

    Broken brick jelly ( 20mm ) 1370 m3

    17536

    5.0 m3

    Slacked lime 1467 m3

    7335

    1.8 Nos Mason Ist

    class 450 Each 810

    1.1 Nos Mazdoor Ist

    class 200 Each 220

    14.1 Nos Mazdoor IInd

    class 175 Each 2467.5

    28368.5

    283.685

    13) Weathering course 100mm thick - 100 m2

    Rate for 1 m2

    Per m2

    Rate for 1 m2

    Per m2

    12)Ceiling plastering using C.M 1:3 - 10 m2

    Rate for 100 m2

    Each/day

    Total

    11)Polishing

    Rate for 10 m2

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    Qty Description Rate Per Amount

    0.14 m3

    Cement mortar 1:5 3095.5 m3

    433.37

    1.1 Nos Mason Ist

    class 450 Each 495

    0.5 Nos Mason IInd

    class 320 Each 160

    1.1 Nos Mazdoor Ist class 200 Each 220

    14.1 Mazdoor IInd

    class 175 Each 2467.5

    3775.87

    377.59

    Qty Description Rate Per Amount

    2.2 Lit Anti-corrosive paint 425 Lit 935

    1.1 Nos Painter Ist

    class 250 Each 275

    L.S Sundries L.S 25

    1235

    123.5

    Qty Description Rate Per Amount

    0.07 m3

    Shell lime 1980 m3

    138.6

    1.6 Nos Mason Ist

    class 450 Each 720

    0.5 Nos Mazdoor Ist

    class 200 Each 100

    2.7 Nos Mazdoor IInd

    class 175 Each 472.5

    1431.1

    14.31

    Qty Description Rate Per Amount

    100 m2

    Colour ( 2 coats ) 100 m2

    1431.1

    L.S

    Add 50% for colour

    pigments&brushes 715.55

    2146.65

    214.67

    16) White washing two coats - 100 m2

    17) Colour washing two coats - 100 m2

    14) Plastering with C.M 1:5 - 10 m2

    Rate for 10 m2

    Rate for 1 m2

    Per m2

    Per m2

    Rate for 10 m2

    Rate for 1 m2

    15) Painting iron works with anti-corrosive paint - 10 m2

    Rate for 100 m2

    Rate for 10 m2

    Rate for 100 m2

    Per m2

    Rate for 10 m2

    Per m2

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    Qty Description Rate Per Amount

    13.6 Kg Cost of M.S sheet 140 Each 1904

    4.0 Kg Cost of M.S angle 110 Each 440

    Lumpsum for cutting andwelding charge 300 L.S 300

    2644

    18) Formwork for centering and shuttering for all R.C.C works - M2

    Rate for 1.0 m2

    Per m2

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    SL.NO DESCRIPTION QTY RATE UNIT AMOUNT

    1

    Earthwork excavation for

    foundation94.69 m

    3

    820 10.0m3

    77645.80

    2

    C.C 1:4:8 for foudation

    concrete9.469 m

    33596.5 1.0m

    334055.26

    3 R.R masonry with C.M 1:5 38.35 m3

    3807.4 1.0m3

    146013.79

    4

    R.C.C 1:2:4 for slab

    ( including portico )28.48625 m

    34946.5 1.0m

    3121121.24

    5

    R.C.C 1:2:4 for lintels

    0.8025 m3

    4946.5 1.0m3

    3969.57

    6

    R.C.C 1:2:4 for sunshade

    0.7822 m3 4946.5 1.0m3 3869.15

    7

    R.C.C 1:2:4 for Beams

    ( 2 Nos )3.875625m

    34946.5 1.0m

    319170.78

    8

    Brick work with C.M 1:5

    82.506m3

    4728.34 1.0m3

    390088.05

    9

    Sand filling for foundation

    59.88375m3

    1645 1.0m3

    98508.77

    10

    Flooring concrete with C.C

    1:4:8 for 100mm thick13.3075m

    33596.5 1.0m

    347860.42

    11

    Tiles laying with C.M 1:5 for

    40mm thick mortar and10mm thick tiles 125.575m2

    5500 1.0m2

    690662.50

    12

    Plastering with C.M 1:5

    ( Internal )486.99m

    2377.59 1.0m

    2183882.55

    13

    Plastering with C.M 1:5

    ( External )210.90m

    2377.59 1.0m

    279633.73

    14

    Plastering with C.M 1:3 for

    ceiling ( External )133.075m

    2377.59 1.0m

    250247.79

    15

    Weathering course for 100

    mm thick145.2625m

    2283.69 1.0m

    241209.52

    16White washing

    849.055m2

    14.31 10.0m2

    1214.99

    17

    Colour washing

    715.98m2

    214.67 10.0m2

    15369.94

    18

    Finishing of roof slab with

    pressed tiles145.2625m

    2450 1.0m

    265368.13

    19

    Centering& Shuttering for

    R.C.C works145.2625m

    22644 1.0m

    2384074.05

    20

    Jolley works

    2.88m2

    320 1.0m2

    921.60

    21

    Supplying & fixing of doorsand windows

    30000.0.

    ABSTRACT ESTIMATE

    Say approximate Total project co

    Rs.30,13,000/-

    (Thirty lakhs and thirteen thousands

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    22

    Cost of steel

    1885 4800 100 Kg 90480.00

    23

    Cost of water supply

    arrangements90000.00

    24

    Cost of sanitary

    arrangements90000.00

    25

    Cost of electification

    arrangements90000.00

    26

    Cost of supervision charges

    75000.00

    27

    Cost of unforseen items

    contingencies,etc.,75000.00

    28

    Additions for altrations

    20000.00

    3012988.80

    L.S

    L.S

    L.S

    L.S

    L.S

    L.S

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    fck

    fy

    b

    M20

    BV

    mf

    d

    D

    lx

    ly

    M.R

    B.M

    Ast

    #

    Fd

    x

    y

    Factored moment

    Bending moment co-efficients

    Bending moment

    Area of steel

    Torsion steel

    Diameter of steel

    Modification factor

    Effective depth

    Overall depth

    Shorter span

    Longer span

    Moment of resistance

    ABBREVATIONS

    Characteristic strength of concrete

    Characteristic strength of steel

    Breadth

    Mix ratio

    Basic value

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    SL.NO1

    2

    3

    4

    5

    6

    7

    8

    PLAN AND SECTIONAL VIEW

    SCHEDULE OF RATES

    ESTIMATE AND COSTING

    ABSTRACT ESTIMATE

    CONTENTSDESCRIPTION PAGE NO

    SPECIFICATIONS

    ABBRIVATIONS

    DESIGNS

    BARBENDING SCHEDULE

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    DESIGNS

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    BARBENDING SCHEDULE

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    PLAN & SECTIONAL VIEW

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    ESTIMATE AND COSTING

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    ABSTRACT ESTIMATE

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    SCHEDULE OF RATES

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