Rate16.25_9june11

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  • 8/19/2019 Rate16.25_9june11

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    N : C. D P .

    BM 75 DBM

    25 B.C. .

    A/C . 16.25 L

    . N/H I D Q

    1/A.I D

    EIC E /

    1 . E.

    1320 . 65.45

    2/A.I E

    , ,

    25

    E

    PD

    .

    .

    305 . 112.50

    3/A. I C 90

    45

    .

    D .

    . .

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    / E.

    1 2 40

    E .

    M . 500.28 MO

    1989 

    G . 400.6 400.25.

    G N %

    90 45 125 100

    90 90100

    63 25 80

    45 0 1522.4 0 5

    460C C 611.40

    4/A. I C 63

    45

    .

    D .

    . .

    / E.

    1 2 40

    E . M . 500.28 MO

    1989 

    G . 400.6 400.25.

    G N %

    63 22.4 90 100

    63 90100

    53 2575

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      45 0 15

    22.4 0 5

    152 C C 636.40

    5/A. I C 53

    45

    .

    D .

    . .

    / E. 1 2 40

    E .

    M . 500.28 MO

    1990 

    G . 400.6 400.25.

    G N %

    53 22.4 63 100

    53 90100

    45 65 90

    22.4 0 15

    11.3 0

    152C C 636.40

    6/A.I C

    MO

    5%

    N :

    .

    170C C . 465.00

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    7/24.1 P

    .

    885 100 . 92.45

    8/24.7 L

    ,

    ,

    .460C C . 23.40

    9/24.9 L

    ,

    ,

    .

    304C C . 28.75

    10/A. I P BM

    80/100 @ 75 100

    . B

    .

    885 . 34.15

    11/A.I P, & DBM (D B M)

    2 N. 500.10 4.5%

    60/70 MOH&H &

    2001 ( I) 507.1 507.8 & .

    E.

    158M.. P M.. . 3054.50

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    12/A.I P.

    80/100 @ 50 /100 .

    B C. .

    885 P . 22.35

    13/A.I P 25

    .

    11.2 ( I) 2.80

    90 60/70 @ 5%

    MO & H 509 (

    60/70) MO & H

    ,

    2.4/ .

    54 M.. P M.. . 3073.65

    14/10.77 P .1:2:4 . 20

    , 6

    1:3

    ,

    .

    10 . 942.50

    15/10.78 P . 1:2:4 .20

    ,

    6 1:3

    , ,

    .

    2.50 . 1025.15

    16/11.27 F (

    ) 1:6 4

    .

    12 C C . 427.70

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    17/10.26 C . 1:8:16 40

    .

    5 C C . 300.20

    18/10.158 P. & 60

    M35

    25 .

    230 . 350.00

    E E,

    HDA D,

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    ()

    1.  MO & H ( ) &

    B /.

    2.  F DBM & DBC

    E 15 (F )

    .

    3.  B M, B C L.B.M.

    . , .

    )  C , ,

    E .

    )  E /

    E. .

    )  /

    35

    () & ().

    .

    95%

    ,

    MO & H ,

    .

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    )  H, 2.46

    /, 2.2

    /., .

    . M

    250 .. D.B.M. P.B.C. .

    )  P , D.B.M. P.B.C. 4,

    .. , ,

    2.5%. F MO & H .

    4.  D

    , ,

    B.M.

    B.C. . I

    E.

    5.  H , ( E)

    .

    6. 

    E.

    E

    .

    7.  D DBM+DBC

    C...I/ H/II

    .

    8. 

    MO & H .

    E E,

    HDA D,

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    SPECIAL CONDITIONS (C)

    1.

    N. MO&H ,

    MO&H ( ) / .

    2.

    E

    .

    3. C

    .

    /

    . C / / .

    4.

    , . H

    E.

    A

    E

    E .

    5. N / ,

    .

    E.

    6. E

    ,

    . . O ,

    E, E

    .

    7.

    ,

    .

    8.

    . H, ,

    E

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    .

    , / ,

    , , ,

    .

    /

    . N

    .

    . I

    E

    .

    9. I E

    .

    10.

    ( )

    E

    .

    11. N

    . A /

    . N .

    12. N

    .

    13. ,

    , . .

    14. B ,

    , E

    .

    15. ,

    E. N

    .

    16. ,

    .

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    17. /

    , M ,

    , , ,

    K / P

    .

    .

    18. &P

    .

    .

    19.

    E,

    .

    20.

    ,

    , .

    21. I ,

    E

    E. N /

    .

    22. C

    .

    23.

    900 MO&H /

    IC, :

    ) D.B.C. O 50 .

    )  BM: O 100 .

    24. A ,

    E /

    .

    I ,

    .

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    25.

    .

    26. DBM & DBC,

    .

    .

    27. ,

    . I

    . H, E

    ,

    , .

    28. B

    / , , ,

    , (

    ) , ,

    . H

    . N

    .

    29. :

    10 C

    .

    30.

    H M P .

    31. O E

    . I

    ,

    .

    32. CI/ H/ II

    & .

    .

    33. B

    E .

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    34.  .

    ) B D B C

    G 65 A65 (60/70) II

    I73. F

    ) B ,

    /

    E

    . A

    . E E (I )

    /

    HDA (N

    ) .

    /

    .

    )

    .

    .

    .

    )

    E.

    .

    35.  & :

    &

    ) N.

    )

    ) .

    ) )

    ) .

    ) / M

    )

    )

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    ) N.

    )

    )

    )  A N.

    36. A

    .

    . A

    , .

    37.

    E.

    . I

    .

    38.

    .

    39. L @ 1%

    G.

    Executive Engineer,

    HUDA, Dision,

    Rewari.

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    ()

    1. a) Identify defects: The Engineer-in-charge or his representative shall check the

    contractor’s work and notify the contractor any defects that are found. Such

    checking shall not relieve the contractor / contractors’ responsibility /

    responsibilities. The Engineer-in-charge may instruct the contractor to search for

    defect and to uncover any work that the Engineer-in-charge or his authorized

    representative considers may have a defect.

    b) Correction of defects: The Engineer-in-charge shall give notice to the

    contractor of any defects before the end of defects liability period / maintenance

    period which will be three months after completion. The defects liability period /

    maintenance shall be extended as long as defects remain to be corrected. Every

    time notice of a defect is given, the contractor shall correct the notified defect

    within the limit of time specified by the Engineer-in-charge’s notice. If the

    contractor has not corrected a defect within the time specified in Engineer-incharge’s

    notice, the Engineer-in-charge will assess the cost of having the defect

    corrected and the contractor will pay the amount.

    c) The contractor shall have to provide a field laboratory fully equipped at work site

    and at hot mix plant for conducting all the relevant tests mentioned in the

    MORT&H specification subject to the approval of the Engineer-in-charge or his

    representative. The record of such tests is to be maintained in proper register

    duly signed by the contractor or his representative, which will become the

    property of Deptt. The contractor will bear all the running expenses forconducting such tests. All the tests will be carried in the presence of Engineer-incharge

    or his authorized representative. All the entries are to be signed by the

    contractor and such authorized representative of Engineer-in-charge.

    2. The quality control tests will be got done by department and the material for such tests

    will be supplied by the contractor free of cost. In case the material is not found upto the

    requirement, the same will be rejected. Cost of such tests will also be borne by

    contractual agency.

    3. Various quality control operation will be maintained as per clause No.901, 902, 903 of

    MORT&H (Road wing) specification (IVth revision) of 2001 / latest edition.

    4. Contractor shall provide suitable measuring arrangement and leveling instruments of

    latest quality approved by Engineer-in-charge at the site of work.

    5. No extra payment on account of quality control measures shall be paid to the contractor.

    6. The Engineer-in-charge at his discretion can get any type and nos. of tests carried out

    from any other approved laboratory for his satisfaction for which all the expenses incurred

    would be borne by the contractual agency. The results so obtained from the laboratory

    would be acceptable / binding to the agency.

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    7. The riding quality of each and every reach will be strictly as per specifications.

    8. Work will also be open to third party inspection.

    Executive Engineer,

    HUDA, Division,

    Rewari.

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    N : C. D P . "

    DBM 25 B.C.

    ".

    A/C . 16.25 L

    .. ..

    1/2. 3 4

    1/A.I . 86328.00 . 86328.00

    2/A.I . 34313.00 . 34313.003/A.I . 281244.00 . 281244.00

    4/A.I . 96733.00 . 96733.00

    5/A.I . 96733.00 . 96733.00

    6/A.I . 79050.00 . 79050.00

    7/24.1 . 818/ 310% . 2536/ . 3354.00

    8/24.7 . 10764/ 310% . 33368/ . 44132.00

    9/24.9 . 8740/ 310% . 27094/ . 35834.00

    10/A.I . 30223.00 . 30223.00

    11/A.I . 482611.00 . 482611.00

    12/A.I . 19780.00 . 19780.0013/A.I . 165977.00 . 165977.00

    14/10.77 . 9425.00 340% . 32045.00 . 41470.00

    15/10.78 . 2563.00 340% . 8714.00 . 11277.00

    16/11.27 . 5132.00 400% . 20528.00 . 25660.00

    17/10.26 . 1501.00 340% . 5103.00 . 6604.00

    18/10.158 . 80500.00 . 80500.00

    . 12123/

    1.2

    E E,

    HDA D,

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    1. H PD

    1988

    CHEDLE OF CELLING PEMIA ,

    N. N. .

    2. PD 1990 /I..C.

    .

    3. A

    . .

    4. M .

    5.

    H PD 1988.

    6. A

    H PD 1988 .

    7. A

    H PD 1988

    NI H PD 1988

    . I ,

    12 / NI/ F.

    8. A H PD 1988

    .

    9.

    H PD 1988 DNI

    .

    . A

    H PD 1988 .. , .

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    10. N

    ,

    . I

    H PD 1988 .

    11. AFFIDAI

    / H G./G I

    . P N. ...

    12. .

    13. /

    .

    14. /

    .

    15. /

    / . N. 13

    & 14.

    16. N

    G.

    17. A

    .

    18. , I L C

    G. .

    19. A , M , ,

    .

    20. A

    PD .

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    21. B . N

    .

    22. A

    .

    H EC

    .

    23. @ 5% .. ./ ,

    . //FD

    E E, HDA D N .

    24. A , FC , M.I .

    .

    80% 23 .

    25.

    .

    26.

    /.

    29. % ( )

    . M

    .

    30. O 60%

    DNI 35% DNI

    .

    / D.

    31. D. A C

    . D.

    H I

    D .

    . I

    .

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    32. I

    , ,

    &

    :

    I

    , HDA

    D

     . I I

    . I

    . I

    E C

    . I

    HDA O.

    33. I ,

    .

    34. N / :

    ) P/ / .

    ) / .

    ) I ,

    .

    ) D / P .

    ) P .

    ) M .

    35. A D.

    36. A 5%

    . I

    I . C

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    E.

    :

    P = D O 100

    D

    37. : M 2000 .

    38. .

    E E,HDA, D