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    DATA RATES- P AND M WORKS

    FOR THE YEAR : 2010-11

    CONTENTS PAGES

    REFERENCE DATA 3 -- 4

    NOTES ON BASIC RATES 5 -- 5

    DATA RATES 6 -- 80

    MAINTENANCE WORKS

    REVISED BY SCHEDULE OF RATES COMMITTEE

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    WATER RESOURCES DEPARTMENT

    SCHEDULE OF RATES

    PRELIMINARY

    AND

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    DATA RATES- P AND M WORKS

    FOR THE YEAR : 2010-11

    COST OF MATERIALS :

    1 Acetylene gas per cum Rs: 258.00

    2 Air hose 25 mm dia per Rm Rs: 150.00

    3 Anti-corrosive bituminous black paint / ltr Rs: 94.00

    4 Cardium compound per kg Rs: 80.00

    5 Casing shoe bit per No. Rs: 8305.00

    6 Cement 43 Gr per kg Rs: 4.00

    7 Coal tar epoxy paint per litre Rs: 208.00

    8 Coarse aggregate 10-4.75 mm per cum Rs: 669.00

    9 Coarse aggregate 20-10 mm per cum Rs: 520.00

    10 Coarse aggregate 40-20 mm per cum Rs: 381.00

    11 Coir brush per No. Rs: 20.00

    12 Degreasing / derusting chemical per ltr Rs: 240.00

    13 Detonating fuse coil per Rm Rs: 8.00

    14 Detonator electric per No. Rs: 10.00

    15 Diamond core bit BX size per No. Rs: 9470.00

    16 Diamond core bit NX size per No. Rs: 12000.00

    17 Double tube core barrel per No. Rs: 11000.00

    18 Explosive small dia per kg Rs: 45.00

    19 Extension rods with coupling sleeve per Rm Rs: 3300.00

    20 Gear oil HP-90 per ltr Rs: 159.00

    21 Grease GEM-RR3 per kg Rs: 194.00

    22 Honne wood planks per cum Rs: 43000.00

    23 Jack hammer drill rod 1.5 m per No. Rs: 3400.00

    24 Murrum per cum Rs: 60.00

    25 Oxalic acid per ltr Rs: 60.00

    26 Oxygen gas per cum Rs: 48.0027 Rafter nails per kg Rs: 55.00

    28 Reamer shell per No. Rs: 4053.00

    29 Rough stone 200 x 200 x 750 mm per No. Rs: 13.00

    30 Rubber bottom seal flat type per Rm Rs: 147.00

    31 Rubber seal bulb type uncladded per Rm Rs: 235.00

    32 Rubber side seal Z- type per Rm Rs: 295.00

    33 Sand ( screened ) per cum Rs: 199.00

    34 Sand ( unscreened ) per cum Rs: 154.00

    35 Sand blast gun nozzle per No. Rs: 312.00

    36 Stone chips at quarry per cum Rs: 240.00

    37 Super plastciser per ltr Rs: 75.00

    38 Synthetic enamel paint ( 1st quality ) per ltr Rs: 176.00

    39 Uncoursed rubble stone at quarry per cum Rs: 200.00

    40 Water hose 20 mm dia per Rm Rs: 128.0041 Weld mess 100 x 50 mm 10 gauge per sqm Rs: 150.00

    42 Wire brush per No. Rs: 30.00

    43 Zinc chromate, Alluminium primer / ltr Rs: 140.00

    44 Zinc rich epoxy primer ( zinc content 85 % ) per ltr Rs: 594.00

    45 Hot dipped G I bolts / Nuts / Washers per kg Rs: 95.00

    46 Rubber seal bulb type teflon cladded per Rm Rs: 675.00

    REFERENCE DATA FOR SCHEDULE OF RATES

    PRELIMINARY & MAINTENANCE WORKS

    3

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    DATA RATES- P AND M WORKS

    HIRE CHARGES OF MACHINERY : Crew charge

    1 Air compressor 7 cmm ( diesel ) per hour Rs: 166.00 495.00 72.10

    2 Air compressor 8.5 cmm (diesel) per hour Rs: 202.00 619.00 72.10

    3 Angle dozer per hour Rs: 1154.00 423.00 77.50

    4 Core drilling machine per hour Rs: 252.00 165.00 90.20

    5 Diesel road roller per hour Rs: 228.00 495.00 72.00

    6 Electric resistivity meter per hour Rs: 63.00 --- ---

    7 Jack hammer per hour Rs: 14.00 5.00 111.90

    8 Pump ( diesel ) 5 hp per hour Rs: 7.00 55.00 35.80

    9 Shovel 0.5 cum per hour Rs: 725.00 330.00 77.50

    10 Sand blasting equipment per hour Rs: 84.00 9.00 74.40

    11 Tipper 5 cum per hour Rs: 271.00 208.00 56.70

    12 Vibratory pad foot roller per hour Rs: 1130.00 715.00 90.60

    13 Water tanker 8000 ltr per hour Rs: 268.00 208.00 56.70

    LEAD / LOADING / UNLOADING CHARGES : Unloading1 Earth per cum Rs: 35.10 41.30 8.50

    2 Cement per tonne Rs: 37.90 45.60 45.60

    3 Sand per cum Rs: 35.10 41.30 8.50

    4 Coarse aggregate per cum Rs: 48.70 48.80 24.40

    ROYALTY CHARGES : Per tonne

    1 Earth / Murum Rs: 10.00

    2 Sand / Fine aggregate Rs: 30.00

    3 Stone / Coarse aggregate / Chips Rs: 30.00

    ADDITIONAL LIFT CHARGES FOR EVERY 1.50 m : Per cum

    1 Earth / Sand / Gravel / Soft rock Rs: 4.30

    ( As per statement of lift charges )

    WAGES OF WORKERS : Per day

    1 Blaster ( Lincensed ) Rs: 147.00

    2 Cartman with Double bullock cart Rs: 178.50

    3 Crowbarman Rs: 141.50

    4 Geologist / Geophysist Rs: 201.00

    5 Graduate Engineer Rs: 201.00

    6 Helper blasting Rs: 141.50

    7 Lab Assistant Rs: 149.008 Maistry Rs: 141.50

    9 Mason Cl I Rs: 159.00

    10 Mason Cl II Rs: 148.50

    11 Mazdoor heavy Rs: 132.00

    12 Mazdoor light Rs: 130.50

    13 Mechanic-II Rs: 151.00

    Loading1 km lead

    Hire charge Fuel charge

    4

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    13 Painter Cl II Rs: 141.50

    14 Stone breaker Rs: 146.00

    15 Stone Chiseller Cl I Rs: 148.50

    16 Stone Chiseller Cl II Rs: 146.00

    17 Marker / Fabricator Rs: 157.50

    18 Helper marker / fabricator Rs: 141.50

    19 Mazdoor cement handling Rs: 134.00

    OTHER DATA :

    1 Contractor's Overheads on Materials / Machinery / Labour % 5.00

    2 Contractor's Profit on Materials / Fuel & Energy charges / Labour % 10.00

    3 Hidden cost on Labour % 15.00

    4 Small Tools & Plant on Materials / Machinery / Labour % 1.00

    5 Sundries ( Lump sum rate for unquantified inputs ) Rs: 30.00

    5

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    DATA RATES- P AND M WORKS

    FOR THE YEAR : 2010-11

    1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loading andun-loading charges are applicable to Preliminary and Maintenance Works also to the extent

    they are relevant.

    2. The area where jungle growth is thin or the area where jungle growth is thick with noticeable

    vacant spots but not large enough to exclude them from measurements shall be classified as

    thin jungle.

    3. The area where the jungle growth is thick without noticeable vacant spots shall be classified as

    thick jungle.

    4. Areas of large vacant spots and areas occupied by structures shall be excluded from

    measurement for jungle clearance works.

    5. In case of jauliflora clearance girth means spread of the bush.

    6. Unless otherwise specified the basic rates are inclusive of all lifts.

    7. Unless otherwise specified the basic rates are inclusive of standard finishing required for

    concrete surface.

    8. For embankment in breached section 1 km initial lead is considered in the basic rates. As no

    storing / stacking and re-handling of materials is involved for these works lead charges for

    additional lead shall be worked out for total lead including initial lead of 1 km and then the

    cost of first km lead shall be deducted. No loading and un-loading charges shall be added as

    the additional lead does not involve re-handling of materials.

    Example :

    Total lead for soil from approved borrow area : 2 kmInitial lead included in the basic rate in the SR : 1 km

    Additional lead charges : Lead charges for 2 km Rs: 43.10

    Less Lead charges for 1 km Rs: -35.10

    Additional lead charges / cum Rs: 8.00

    Quantity of soil required as per statement of requirement of material : 1.20 cum

    Additional lead charges to be added to basic rate Rs: 9.60

    No loading and un-loading charges shall be added.

    9. The quantities of materials including wastage, requirements for incidentals etc., for working

    out additional lead charges shall be as per the statement of requirement of materials under

    this section.

    NOTES ON SCHEDULE OF RATES

    PRELIMINARY AND MAINTENANCE WORKS

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    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 1.a

    ITEM: Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto

    300 mm / parthenium and other weeds including burning or disposing off the same as directed

    etc., complete.

    DATA:2 heavy & 1 light mazdoors can clear 1000 sqm thin jungle area per day.

    Consider 1000 sqm thin jungle clearance for data rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 2 Nos.

    Light mazdoor : 1 No.

    RATE ANALYSIS UNIT : 1000.00 sqm

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 2.00 132.00 264.00

    3 Light mazdoor Day 1.00 130.50 130.50

    Total Rs: 465.25

    Contd

    Description

    Quantity Rate

    in Rs.

    Perticulars

    in Rs.

    PRELIMINARY & MAINTENANCE WORKS - DATA RATES

    in Rs.

    Quantity Rate

    Description Quantity Rate

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    C. LABOUR ( Contd ) :

    Sl No Unit Amount

    in Rs.

    Contd

    Add for small Tools and Plants @ 1% Rs: 4.65

    Add for Contractor's Profit @ 10% Rs: 46.53

    Add for hidden cost on Labour @ 15% Rs: 69.79

    Add for Contractor's Overheads @ 5% Rs: 23.26

    Total cost of Labour : Rs: 609.48

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 609.48

    TOTAL Rs: 609.48

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 1000.00 sqm Rs: 609.48

    Rate per sqm Rs: 0.60

    Rate approved per sqm Rs: 0.60

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 1.b

    ITEM: Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto

    upto 300 mm / parthenium and other weeds including burning or disposing off the same as

    directed etc., complete.

    DATA:3 heavy and 2 light mazdoors can clear 1000 sqm thick jungle per day.

    Consider 1000 sqm thick jungle clearance for data rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 3 Nos.

    Light mazdoor : 2 Nos.

    RATE ANALYSIS UNIT : 1000.00 sqm

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    Description

    Perticulars

    Quantity

    Quantity Rate

    in Rs.

    Rate

    in Rs.

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    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 3.00 132.00 396.00

    3 Light mazdoor Day 2.00 130.50 261.00

    Total Rs: 727.75

    Add for small Tools and Plants @ 1% Rs: 7.28

    Add for Contractor's Profit @ 10% Rs: 72.78Add for hidden cost on Labour @ 15% Rs: 109.16

    Add for Contractor's Overheads @ 5% Rs: 36.39

    Total cost of Labour : Rs: 953.35

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 953.35

    TOTAL Rs: 953.35

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 1000.00 sqm Rs: 953.35

    Rate per sqm Rs: 0.95

    Rate approved per sqm Rs: 0.95

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 2.a

    ITEM: Removing stumps, tree roots, roots of bambooclusters etc., upto 1.50 m girth including

    excavation, stacking the materials neatly and levelling the surface etc., complete with initial

    lead upto 50 m and all lifts.

    DATA:Av. diameter of root cluster for 0.30 to 1.5 m girth : 0.30 m

    Consider 0.25 m extra excavation alround and 0.4 to 0.5 m depth for removal of stumps.

    1 heavy mazdoor can remove 18 root clusters of girth 0.3 to 1.5 m girth per day @ 4 cum / day.

    0.5 heavy and 0.5 light mazdoor can stack the removed material and level the area.

    Consider removal of 36 Nos. tree stumps of 0.3 to 1.5 m girth & levelling area for rate analysis.

    1. Requirement of materials :No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    Description Quantity Rate

    in Rs.

    in Rs.

    Quantity RateDescription

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    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 3 Nos.

    Light mazdoor : 1 No.

    RATE ANALYSIS UNIT : 36.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.000.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 3.00 132.00 396.00

    3 Light mazdoor Day 1.00 130.50 130.50

    Total Rs: 597.25

    Add for small Tools and Plants @ 1% Rs: 5.97

    Add for Contractor's Profit @ 10% Rs: 59.73

    Add for hidden cost on Labour @ 15% Rs: 89.59

    Add for Contractor's Overheads @ 5% Rs: 29.86

    Total cost of Labour : Rs: 782.40

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 782.40

    TOTAL Rs: 782.40

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 36.00 Each Rs: 782.40Rate per Each Rs: 22.00

    Rate approved per Each Rs: 22.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 2.b

    Perticulars

    Description

    Description Rate

    Quantity Rate

    in Rs.

    in Rs.

    in Rs.

    Quantity Rate

    Quantity

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    ITEM: Removing stumps, tree roots, roots of bamboocluster etc., with girth above 1.50 m and

    upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc.,

    complete with initial lead upto 50 m and all lifts.

    DATA:Av. diameter of root cluster for 1.50 to 3.0 m girth : 0.72 m

    Consider 0.25 m extra excavation alround and 0.4 to 0.5 m depth for removal of stumps.

    1 heavy mazdoor can remove 8 root clusters of girth 1.5 to 3.0 m girth per day @ 4 cum / day.

    0.5 heavy and 0.5 light mazdoor can stack the removed material and level the area.

    Consider removal of 16 Nos. tree stumps of 1.5 to 3 m girth & levelling area for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 3 Nos.

    Light mazdoor : 1 No.

    RATE ANALYSIS UNIT : 16.00 EachA. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 3.00 132.00 396.00Contd

    C. LABOUR ( Contd ) :

    Sl No Unit Amount

    Perticulars Quantity Rate

    in Rs.

    Quantity Rate

    in Rs.

    Quantity Rate

    in Rs.

    Description

    Description

    Description Quantity Rate

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    DATA RATES- P AND M WORKS

    in Rs.

    Contd

    3 Light mazdoor Day 1.00 130.50 130.50

    Total Rs: 597.25

    Add for small Tools and Plants @ 1% Rs: 5.97

    Add for Contractor's Profit @ 10% Rs: 59.73

    Add for hidden cost on Labour @ 15% Rs: 89.59

    Add for Contractor's Overheads @ 5% Rs: 29.86

    Total cost of Labour : Rs: 782.40

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 782.40

    TOTAL Rs: 782.40

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 16.00 Each Rs: 782.40

    Rate per Each Rs: 49.00

    Rate approved per Each Rs: 49.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 2.c

    ITEM: Removing stumps, tree roots, roots of bamboocluster etc., with girth above 3.0 m and upto

    5.0 m including excavation, stacking the materials neatly and levelling the area etc., complete

    with initial lead upto 50 m and all lifts.

    DATA:Av. diameter of root cluster for 3.0 to 5.0 m girth : 1.3 m

    Consider 0.25 m extra excavation alround and 0.4 to 0.5 m depth for removal of stumps.

    2 heavy mazdoor can remove 5 root clusters of girth 3.0 to 5.0 m girth per day @ 4 cum / day.

    1heavy and 1light mazdoor can stack the removed material and level the area.

    Consider removal of 10 Nos. tree stumps of 3 to 5 m girth & levelling area for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 1 No.

    Heavy mazdoor : 6 Nos.

    Light mazdoor : 2 Nos.

    RATE ANALYSIS UNIT : 10.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Contd

    A. MATERIALS ( Contd ) :

    Sl No Unit Amount

    in Rs.

    Perticulars

    Perticulars

    in Rs.

    Quantity Rate

    in Rs.

    Quantity Rate

    in Rs.

    12

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    Contd

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 1.00 141.50 141.502 Heavy mazdoor Day 6.00 132.00 792.00

    3 Light mazdoor Day 2.00 130.50 261.00

    Total Rs: 1194.50

    Add for small Tools and Plants @ 1% Rs: 11.95

    Add for Contractor's Profit @ 10% Rs: 119.45

    Add for hidden cost on Labour @ 15% Rs: 179.18

    Add for Contractor's Overheads @ 5% Rs: 59.73

    Total cost of Labour : Rs: 1564.80

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 1564.80

    TOTAL Rs: 1564.80Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 10.00 Each Rs: 1564.80

    Rate per Each Rs: 156.00

    Rate approved per Each Rs: 156.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 2.c

    Note:

    ITEM: Additional rate for every 0.5 m increase in girth of tree stump / stumps of bamboo cluster

    beyond 5 m.

    DATA:Diameter of root cluster for 5.0 m girth : 1.59 m

    Diameter of root cluster for 5.5 m girth : 1.75 m

    Consider 0.25 m extra excavation alround and 0.4 to 0.5 m depth for removal of stumps.

    Excavation for removal of 10 stumps of girth 5 m : 15.40 cum

    Excavation for removal of 10 stumps of girth 5.5 m : 17.90 cum

    Additional excavation involved for 10 Nos : 2.50 cum

    Description

    Description

    Rate

    Quantity Rate

    Quantity

    in Rs.

    in Rs.

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    Consider removal of 10 Nos. tree stumps for 0.5 m extra girth beyond 5 m & levelling area for

    rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Increase in labour : Heavy mazdoor ( 2.5 x 1.5 / 4 ) : 0.93 No.

    Light mazdoor ( 2.5 x 0.5 / 4 ) : 0.31 No.

    Maistry ( 2.5 x 0.25 / 4 ) : 0.16 No.

    RATE ANALYSIS UNIT : 10.00 Nos.

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.16 141.50 22.64

    2 Heavy mazdoor Day 0.93 132.00 122.76

    3 Light mazdoor Day 0.31 130.50 40.46

    Total Rs: 185.86

    Add for small Tools and Plants @ 1% Rs: 1.86

    Add for Contractor's Profit @ 10% Rs: 18.59

    Add for hidden cost on Labour @ 15% Rs: 27.88

    Add for Contractor's Overheads @ 5% Rs: 9.29

    Total cost of Labour : Rs: 243.47

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 243.47

    TOTAL Rs: 243.47

    Perticulars Quantity Rate

    in Rs.

    in Rs.

    Quantity Rate

    Rate

    in Rs.

    Quantity

    Description

    Description

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    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 0.5 m increase in girth for 10 Nos. Rs: 243.47

    Rate per 0.5 m increase in girth per Each Rs: 24.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 3

    ITEM: Cutting and stacking bamboos excluding removing stumps and roots etc., complete with

    initiallead upto 50 m and all lifts.

    DATA:1 heavy mazdoor can cut and stack 30 bamboos per day.

    Consider cutting and stacking 150 bamboos for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 5 Nos.

    RATE ANALYSIS UNIT : 150.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 5.00 132.00 660.00

    Total Rs: 730.75

    Perticulars

    Description

    Description

    in Rs.

    Quantity Rate

    Quantity Rate

    Quantity Rate

    in Rs.

    in Rs.

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    Add for small Tools and Plants @ 1% Rs: 7.31

    Add for Contractor's Profit @ 10% Rs: 73.08

    Add for hidden cost on Labour @ 15% Rs: 109.61

    Add for Contractor's Overheads @ 5% Rs: 36.54

    Total cost of Labour : Rs: 957.28

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 957.28

    TOTAL Rs: 957.28

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 150.00 Each Rs: 957.28

    Rate per Each Rs: 6.00

    Rate approved per Each Rs: 6.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 4.a

    ITEM: Cutting and removing jauliflorabushes upto 1.5 m girth excluding removal of stumps and

    including burning or disposing off the materials as directed with initiallead upto 50 m and all

    lifts.

    DATA:2 heavy and 1 light mazdoors can clear 100 bushes of girth upto 1.5 m per day.

    Consider cutting and stacking 100 jauliflora bushes for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.5 No.

    Heavy mazdoor : 2 Nos.

    Light mazdoor : 1 No.

    RATE ANALYSIS UNIT : 100.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Perticulars

    Rate

    in Rs.

    Quantity Rate

    in Rs.

    QuantityDescription

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    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.50 141.50 70.75

    2 Heavy mazdoor Day 2.00 132.00 264.00

    3 Light mazdoor Day 1.00 130.50 130.50

    Total Rs: 465.25

    Add for small Tools and Plants @ 1% Rs: 4.65

    Add for Contractor's Profit @ 10% Rs: 46.53

    Add for hidden cost on Labour @ 15% Rs: 69.79

    Add for Contractor's Overheads @ 5% Rs: 23.26

    Total cost of Labour : Rs: 609.48

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 609.48TOTAL Rs: 609.48

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 100.00 Each Rs: 609.48

    Rate per Each Rs: 6.00

    Rate approved per Each Rs: 6.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 4.b

    ITEM: Cutting and removing jauliflorabushes above 1.5 m upto 3.0 m girth excluding removal of

    stumps and including burning or disposing off the materials as directed with initial lead upto

    50 m and all lifts.

    DATA:2 heavy and 1 light mazdoors can clear 50 bushes of girth 1.5 to 3.0 m per day.

    Consider cutting and stacking 100 jauliflora bushes for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 1 No.

    Heavy mazdoor : 4 Nos.

    Light mazdoor : 2 Nos.

    RATE ANALYSIS UNIT : 100.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    in Rs.

    Quantity Rate

    in Rs.

    Quantity Rate

    Description

    Perticulars

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    Add for Contractor's Profit @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total cost of Materials : Rs: 0.00

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 1.00 141.50 141.50

    2 Heavy mazdoor Day 4.00 132.00 528.00

    3 Light mazdoor Day 2.00 130.50 261.00Total Rs: 930.50

    Add for small Tools and Plants @ 1% Rs: 9.31

    Add for Contractor's Profit @ 10% Rs: 93.05

    Add for hidden cost on Labour @ 15% Rs: 139.58

    Add for Contractor's Overheads @ 5% Rs: 46.53

    Total cost of Labour : Rs: 1218.96

    ABSTRACT:

    A. Cost of Materials Rs: 0.00

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 1218.96

    TOTAL Rs: 1218.96

    Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 100.00 Each Rs: 1218.96

    Rate per Each Rs: 12.00

    Rate approved per Each Rs: 12.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 5.a

    ITEM: Cutting treesabove 0.3 m and upto 0.6 m girth excluding removal of stumps and including

    stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

    DATA:Av. Diameter of tree for 0.3 to 0.6 m girth : 0.15 m2 heavy mazdoors can cut 14 trees of girth 0.3 to 0.6 m per day.

    1 heavy mazdoor for cutting branches, collecting and stacking cut wood.

    Consider cutting and stacking 14 trees of girth 0.3 to 0.6 m for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Description

    Description

    Quantity

    in Rs.

    Rate

    in Rs.

    Quantity Rate

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    Maistry : 0.25 No.

    Heavy mazdoor : 3 Nos.

    RATE ANALYSIS UNIT : 14.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.

    1 Use rate of ropes etc LS 0.25 30.00 7.50

    0.00 0.00 0.00

    Total Rs: 7.50

    Add for small Tools and Plants @ 1% Rs: 0.08

    Add for Contractor's Profit @ 10% Rs: 0.75

    Add for Contractor's Overheads @ 5% Rs: 0.38

    Total cost of Materials : Rs: 8.70

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.

    1 Maistry Day 0.25 141.50 35.38

    2 Heavy mazdoor Day 3.00 132.00 396.00

    Total Rs: 431.38

    Add for small Tools and Plants @ 1% Rs: 4.31

    Add for Contractor's Profit @ 10% Rs: 43.14

    Add for hidden cost on Labour @ 15% Rs: 64.71

    Add for Contractor's Overheads @ 5% Rs: 21.57

    Total cost of Labour : Rs: 565.10

    ABSTRACT:

    A. Cost of Materials Rs: 8.70

    B. Hire charges of Machinery Rs: 0.00

    C. Cost of Labour Rs: 565.10

    TOTAL Rs: 573.80Add for enabling works @ 0.00% Rs: 0.00

    Total cost for 14.00 Each Rs: 573.80

    Rate per Each Rs: 41.00

    Rate approved per Each Rs: 41.00

    SECTION:PRELIMINARY & MAINTENANCE WORKS YEAR: 2010-11 ITEM No: 5.b

    ITEM: Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps and including

    Perticulars

    Description

    Description

    Quantity Rate

    in Rs.

    Quantity Rate

    in Rs.

    Quantity Rate

    in Rs.

    19

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    stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

    DATA:Av. Diameter of tree for 0.6 to 1.2 m girth : 0.3 m

    2 heavy mazdoors can cut 4 trees of girth 0.6 to 1.2 m per day.

    1 heavy mazdoor for cutting branches, collecting and stacking cut wood.

    Consider cutting and stacking 4 trees of girth 0.6 to 1.2 m for rate analysis.

    1. Requirement of materials :

    No materials required for the work.

    2. Requirement of machinery :

    No machinery proposed for the work.

    3. Requirement of workforce :

    Maistry : 0.25 No.

    Heavy mazdoor : 3 Nos.

    RATE ANALYSIS UNIT : 4.00 Each

    A. MATERIALS:

    Sl No Unit Amount

    in Rs.1 Use rate of ropes etc LS 0.25 30.00 7.50

    0.00 0.00 0.00

    Total Rs: 7.50

    Add for small Tools and Plants @ 1% Rs: 0.08

    Add for Contractor's Profit @ 10% Rs: 0.75

    Add for Contractor's Overheads @ 5% Rs: 0.38

    Total cost of Materials : Rs: 8.70

    B. MACHINERY:

    Sl No Unit Amount

    in Rs.

    1 NIL 0.00 0.00 0.00

    0.00 0.00 0.00

    Total Rs: 0.00

    Add for small Tools and Plants @ 1% Rs: 0.00

    Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00

    Add for Contractor's Overheads @ 5% Rs: 0.00

    Total hire charges of Machinery : Rs: 0.00

    C. LABOUR:

    Sl No Unit Amount

    in Rs.1 Maistry Day 0.25 141.50 35.38

    2 Heavy mazdoor Day 3.00 132.00 396.00

    Total Rs: 431.38

    Add for small Tools and Plants @ 1% Rs: 4.31

    Add for Contractor's Profit @ 10% Rs: 43.14

    Add for hidden cost on Labour @ 15% Rs: 64.71

    Add for Contractor's Overheads @ 5% Rs: 21.57

    Total cost of Labour : Rs: 565.10

    Perticulars

    Description

    Description Quantity Rate

    in Rs.

    in Rs.

    in Rs.

    Quantity Rate

    Quantity Rate