civil Rate Analyis Hamdard

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    S.No. Items UnitTotal Quantity

    ShortageAmount Total

    Allow Wastage

    %

    Net Quantity

    ShortageRate

    Amount (Aft

    Alow Wste)

    1 Cement BAG -566 -152,839 1% -313 270 -84502

    2 Fine sand CFT -40,740 -977,757 5% -40258 24 -966198

    3 Course Sand CFT -21,033 -736,170 5% -13201 35 -462032

    4 Bricks Nos -26,536 -92,876 2% -2599 3.50 -9097

    5 Binding wire Kg -787 -40,934 1% -742 52 -38592

    6 Kota SFT -24,907 -672,493 26% -8436 27 -227776

    Rs. -2,673,069 Rs. -1788197

    Rs. 26.73

    Rs. 17.88

    Upto April,2013 Loss of Rs, 19.67 Lacs Upto May,2013 Loss of Rs, 17.88 Lacs Improve

    (Submitted)

    Cost & Audit Division (H.O)

    Reconciliation of Material & Cost Detail

    Hamdard Manesar

    Upto 22nd R/A (May , 2013)

    Loss

    Loss (After Deducting Allowable %)

    Total

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    Upto 22 ND R/A (May,13) 1329.916 0.8311974 0.02354 100.69 37.664 1540

    46.20523364 1.05942 0.03 35.31 43.6137072 36.2516

    Coeff.Quantity

    (Bag)Coeff.

    Quantity

    (cum)Coeff.

    Quantity

    (cum)Coeff.

    1 PCC (1:4:8) cum 368.23 3.400 1,251.98 0.47 173.07 0.65 239.35 0.24

    2

    RCC M-20 (4473.71-2998=1483.09

    cum) cum 1,499.83 6.800 10,198.84 0.46 689.92 0.57 854.90 0.28

    3P/L concrete 1:2:4 in string or

    lacing coarce,anchor.. cum 124.79 6.400 798.66 0.46 57.40 0.57 71.13 0.28

    4 9" Brick Work(1:6) cum 2,153.20 1.250 2,691.50 0.27 574.90

    59" Brick Work(1:4) in stair steps cum 32.49 1.900 61.73 0.27 8.67

    6 Half Brick work (1:3) sqm 661.38 0.286 189.15 0.03 19.84

    7

    Plaster Work of ceiling (1:3) 6mm

    thick 100 sqm 8,238.31 7.340 604.69

    8 water proofing Plaster Work(1:4)

    20 mm thick (Item no-7) 100 sqm 4,277.36 17.02 728.01 2.35 100.69

    9 Plaster Work 12-15mm thick (1:6) 100 sqm 16,668.55 7.900 1,316.82 1.69 281.70

    10External plaster 25 mm thick 1:4 100 sqm 5,628.43 21.27 1,197.17 2.950 166.04

    11

    Kota stone flooring (base 25 mm of

    cement mortor 1:4 100 sqm 5,294.30 29.80 1,577.70 3.000 158.83

    12

    Kota stone flooring (base 25 mm of

    cement mortor 1:3

    100 sqm 593.24 31.00 183.90 4.140 24.56

    13

    Hardner flooring 62 mm thick

    Cement concrete .. 10 sqm 1,706.76 5.260 897.76 0.222 37.89 0.334 57.01 0.111

    14Brick bat coba for water proofing

    (1:5) 10 sqm 3,260.90 7.540 2,458.72 0.774 252.39

    15 P/L Vetrified floor tiles 1:4 10 sqm 636.24 2.484 158.04 0.256 16.29

    16 P/L Ceramic tiles 1:4 10 sqm 453.62 2.48 112.68 0.256 11.61

    17

    flooring over 30 mm thk base of CM

    I:4( 1cement:4 coarse sand ) laid

    and jointed in grey cement slurry

    with pigment to match the shade i/c

    rubbing and polishing complete

    including rounding / nosing on

    edges. 10 sqm 165.39 3.20 52.92 0.310 5.13

    18 PCC all round on CI pipe 1:2:4 10mtr 377.44 3.390 127.95 0.244 9.21 0.302 11.40 0.148

    19 Construction of Manhole No 35.00 5.840 204.40 0.670 23.45 0.340 1.19

    20 For Pump & Misc. No 90.00 4.00 360.00

    21 Reinforcement MT 643.283

    22 Nails (Use in Shuttering) Kg 23,238.70

    23B/W (for Manhole)Extra Depth cum 4.122 1.25 5.15 0.27 1.11

    24Floor Coving 1:3 (Un Billed) RMT 2,643.00 0.05 132.15 0.01 22.20

    25,309.9 2,634.91 1,234.981150 Bags (-)

    as increase. 28,964.00 3,440.00 1,053.07

    2647 Bags

    transfer to

    other sites 2,647.00

    775 Cft

    Sites

    Transfer 21.95 8.83

    28.00

    S.No. Description of Items Unit

    Transfer to other sites

    Coarse Sand Qty.(A) Agg.(20+40) Qty.(B) Agg.10Excuted

    Quantity

    Cement Qty.

    Bricks work in water tank ,Labour Hutment & Misc.Work

    Reconciliat

    Hamda

    Total theoritical Consumption(A)

    Material Received at site(B)

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    Note

    Note :- Qty. of R&D Lab is also included in this Reco

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    Quantity

    (Sqm)

    5,294.30

    593.24

    5,887.54

    8,325.00

    122.67

    8,202.33

    (2,314.79)

    Kota

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    density kg/m3

    1440

    DAR 2013 Unit cement flyash

    kg

    PCC 1:4:8 20&40mm agg. cum 170

    PCC 1:5:10 cum 130

    RCC M-20 cum 280 705.40 RCC M-25 330 113.4

    RCC M-25 cum

    RCC M-30 cum

    RCC M-60 cum

    B/W 230 mm cum 62.5

    B/W 115 mm sqm 14.3

    Plaster internal 12mm Mix 1:4 sqm 5.47

    Plaster External 18--20mm sqm

    Tiles Vitrified---(10-12 thick) sqm

    Tiles Ceramic ---( 10-12mm thick) sqm

    Kota 18-20 mm sqmGranite 25mm sqm

    OBD sqm

    Plastic emulsion sqm

    Texture paint sqm

    Reinforcement kg

    5.7

    100 570

    5.7

    570000

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    45.30780993 50.97128618

    1600 1800

    Bricks coarse sand fine sand Aggregate Mortar Admixture Labour cost

    cft cft cft cum kg

    16.60 31.43 451

    16.60 31.43 451

    16.88 21.05 0.8-1.2%13.07 31.43 4.434

    487 9.428

    56.00 1.059

    0.597

    1.07 1070 23.26086957

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    1073

    CEMENT Flyash WATER SAND

    Coarse Aggregate

    Compressive Strength

    Remarks

    10 mm 20 mm 28 Days Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 N/mm2 280 70 168 765 4

    95

    9.446495

    1624.26

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    3 590 25.00