Kayalpattinam - Tsunami Evacuation Centre - Technical Specifications

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  • 8/2/2019 Kayalpattinam - Tsunami Evacuation Centre - Technical Specifications

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    1 905.00 Cum

    (Nine hundred and five

    Cubic metre)

    Earth work excavation for foundation in all soils and sub-soils and to full depth as

    may be directed except in rock requiring blasting inclusive of shoring, shuttering,

    baling out water wherever necessary and depositing the surplus earth within the

    compound in places shown by the departmental officers with an initial lead of 10 mts

    and initial lift of 2 mts. and clearing and levelling the site, etc., complete complyingwith standard specification.

    23&24 M3 (One

    cubic metre)

    2 229.00 Cum

    (Two hundred and

    twenty nine Cubic

    metre)

    Earth work open excavation in all soils and sub-soils and to full depth as may be

    directed except in rock requiring blasting inclusive of shoring, shuttering, baling out

    water wherever necessary and depositing the excavated earth with a lead of 10

    mts.initial lift of 2 mts, within the compound in places shown by the departmental

    officers and clearing and levelling the site, etc., complete complying with standard

    specification.

    24&25 M3 (One

    cubic metre)

    3 147.50 Cum

    (One hundred and

    forty seven point five

    zero Cubic metre)

    Supplying and filling in foundation, basement etc with Stone dust in layers of not

    more than 15 cm thick well watered, rammed and consolidated etc. complete

    complying with standard specification and as directed by the departmental officers.

    24&25 M3 (One

    cubic metre)

    4 85.00 Cum

    (Eighty five Cubic

    metre)

    Refilling the excavated earth in layers of not more than 15 cm thick well rammed,

    watered and consolidated etc. complete complying with standard specification

    24&25 M3 (One

    cubic metre)

    5 819.00 Cum

    (Eight hundred and

    nineteen Cubic metre)

    Supplying and filling in foundation, basement with Conveyed earth in layers of not

    more than 15 cm thick well watered, rammed and consolidated etc. complete

    complying with standard specification and as directed by the departmental officers.

    24&25 M3 (One

    cubic metre)

    6 11.50 Cum

    (Eleven point five zero

    Cubic metre)

    Supplying and filling 40mm gauge HBG stone jelly etc. complete complying with

    standard specification and as directed by the departmental officers.

    5 M3 (One

    cubic metre)

    BILL OF QUANTITIES

    Name of work:Construction of Evacuation Shelter for 1000 People Capacity as School Building includeing Electrification, Water supply and sewerage for Kayalpatinam

    village in Thoothukudi District.

    1

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    7 11.50 Cum(Eleven point five zero

    Cubic metre)

    Supplying and filling 20mm gauge HBG stone jelly etc. complete complying withstandard specification and as directed by the departmental officers.

    5 M3 (Onecubic metre)

    8 310.00 Sqm

    (Three hundred and

    ten Square metre)

    supplying and fixing in position terracotta Jally of size 20x20x5cm including

    pointing, finishing, curing, etc., complete complying with standard specification and

    as directed by the departmental officers.

    SPECIAL M2 (one

    square

    metre)

    9 68.80 Cum(Sixty eight point eight

    zero Cubic metre)

    Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly)using 40 mm gauge hard broken granite stone jelly for foundation including

    dewatering wherever necessary and laid in layers of not more than 15 cm thick well

    rammed, consolidated and curing etc. complete complying with standard

    specification

    28 M3 (Onecubic metre)

    10 60.00 Cum

    (Sixty Cubic metre)

    Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly)

    using 40 mm gauge hard broken granite stone jelly for flooring including laid in

    layers of not more than 15 cm thick well rammed, consolidated and curing etc.

    complete complying with standard specification

    28 M3 (One

    cubic metre)

    11 8.50 Cum

    (Eight point five zero

    Cubic metre)

    Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone

    jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and

    curing, etc., complete as per standard specifications and as directed by the

    departmental officers.

    28 M3 (One

    cubic metre)

    12 101.00 Sqm

    (One hundred and oneSquare metre)

    Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm

    thick mixed with best approved quality water proofing compound conforming toIndian Standard specification as specified by the departmental officers at 2% by

    weight of cement used and finishing, curing etc. complete complying with standard

    specification.

    38 M2 (one

    square

    metre)

    2

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    13 495.00 Sqm(Four hundred and

    ninety five Square

    metre)

    Supplying and erecting steel centering including necessary supports for planesurfaces for Reinforced Cement Concrete works such as column footings, column

    pedestals, plinth beams, grade beams, staircase steps, etc. which require only

    nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened

    with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over

    silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at

    suitable intervals etc. complete in all floors complying with standard specification.

    (Payment for centering shall be given after the concrete is laid)

    28 M2 (onesquare

    metre)

    14 Supplying and erecting centering for sides and soffits including necessary supports

    and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with

    all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened

    with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over

    silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and

    supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm

    centre to centre including cross bracings etc. complete complying with the standard

    specification. (Payment for centering shall be given after the concrete is laid)

    28

    a 2666.00 Sqm

    (Two thousand six

    hundred and sixty six

    Square metre)

    For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks,

    landing slab, waist slab, portico slabs and beams, etc.

    28 M2 (one

    square

    metre)

    b 541.00 Sqm

    (Five hundred and

    forty one Squaremetre)

    For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia,

    vertical wall, etc.

    28 M2 (one

    square

    metre)

    c 1073.00 Sqm

    (One thousand and

    seventy three Square

    metre)

    For plane surfaces such as rectangular or square RCC columns, sunshades,

    top and bottom slab of RCC boxing, etc.

    28 M2 (one

    square

    metre)

    3

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    15 1521.00 Sqm(One thousand five

    hundred and twenty

    one Square metre)

    Providing additional strutting to centering of reinforced cement concrete slabs orplane surfaces for every additional 1m height or part there of but not less than 30cm

    over the initial height of 3 meter from floor level using casurina props 10Cm to 13Cm

    dia including cross bracing etc.,complete complying with standard specification and

    as directed by the departmental officers.

    28 M2 (onesquare

    metre)

    16 Cement concrete of M30 grade conforming to IS 456/ 2000 for reinforced cement

    concrete structural elements by adopting weight basis (the ratio of cement,fine

    aggregate,coarse aggregate and admixture) under controlled water cement ratio

    using 20mm and down graded machine broken granite stone jelly excluding the cost

    of centering, shuttering and reinforcement grills placed in position but including fixing

    the fan clamps in the floor slab/roof slab works wherever necessary and the bearing

    surface of the wall should be finished smoth with cement mortar 1:3 (One cement

    three sand) and Kraft paper laid without claiming extra cost etc., including

    conveyance, laying,levelling, curing, testing charges as per Is 456-2000 with

    amendment issued in 2007 etc., complete complying with standard specification and

    as directed by the Departmental officers in all floors.

    30

    a 200.25 Cum(Two hundred point

    twenty five Cubic

    metre)

    For foundation and basement M3 (Onecubic metre)

    b 147.00 Cum

    (One hundred and

    forty seven Cubic

    metre)

    For Ground floor M3 (One

    cubic metre)

    c 120.00 Cum

    (One hundred and

    twenty Square metre)

    For First floor M3 (One

    cubic metre)

    4

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    d 120.00 Cum(One hundred and

    twenty Square metre)

    For Second floor M3 (Onecubic metre)

    e 21.00 Cum

    (Twenty one Cubic

    metre)

    For Third floor M3 (One

    cubic metre)

    17 914.50 Qtl

    (Nine hundred and

    fourteen point five

    zero Quintol)

    Supplying and fabricating placing in position ofM.S or R.T.S for all RCC works as

    per the design given including cost of steel and GI binding wire in all floors

    complying with standard specification. (Contractor has to make his own

    arrangements for the supply of steel and binding wire)

    86 1Qtl(On

    eQuintol

    )

    18 Providing fusion bonded Epoxy coating not less than 175 microns thickness and

    upto 300 microns to reinforcement of following diameters as per IS 13620/1993including testing of coating at plant. The cost is inclusive of cost of PVC coated

    binding wires, touchup materials supplied by coating agency, repair work, loading,

    unloading and strengthining of bent rods etc., complete as per standard and as

    directed by the Engineer in charge (inclusive of all taxes)

    a 444.50 Qtl

    (Four hundred and

    forty four point five

    zero Quintol)

    For 8mm to 16mm dia rods 86 1Qtl(On

    eQuintol

    )

    b 470.00 Qtl

    (Four hundred and

    seventy Quintol)

    For 20mm to 32mm dia Rods 86 1Qtl(On

    eQuintol

    )

    19 Brick work in following cement mortar using best quality country bricks of size8"x4"x2" including curing, finishing etc.,complete complying with standard

    specification.

    5

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    IN CEMENT MORTAR 1:6a 123.00 Cum

    (One hundred and

    twenty three Cubic

    metre)

    For foundation and basement 31&31C M3 (One

    cubic metre)

    b 100.00 Cum

    (One hundred Cubic

    metre)

    For Ground floor 31&31C M3 (One

    cubic metre)

    c 100.00 Cum

    (One hundred Cubic

    metre)

    For First floor 31&31C M3 (One

    cubic metre)

    d 130.00 Cum

    (One hundred and

    thirty Cubic metre)

    For Second floor 31&31C M3 (One

    cubic metre)

    e 10.00 Cum

    (Ten Cubic metre)

    For Third floor 31&31C M3 (One

    cubic metre)

    IN CEMENT MORTAR 1:5 M3 (One

    cubic metre)

    f 96.00 Cum

    (Ninety six Cubic

    metre)

    For foundation and basement 31&31C M3 (One

    cubic metre)

    6

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    20 Brick partition wall of 10.80cm thickness using best quality country bricks of size8"x4"x2" set in cement mortar 1:3 (one cement and three sand) including

    supplying and fixing hoop iron reinforcement if considered necessary, curing,

    finishing etc.,complete complying with standard specification and as directed by the

    departmental officers. (Hoop iron reinforcement will be measured and paid for

    separately)

    a 60.00 Sqm

    (Sixty Square metre)

    For Ground floor 31&31C M2 (one

    square

    metre)

    b 60.00 Sqm

    (Sixty Square metre)

    For First floor 31&31C M2 (one

    square

    metre)

    c 60.00 Sqm(Sixty Square metre) For Second floor 31&31C M

    2 (one

    square

    metre)

    21 150.00 Rm

    (One hundred and fifty

    Running metre)

    Supplying, fabricating and fixing CRCA pressed steel section 18 gauge or 1.25mm

    thick for Door frames including holes and fixing wooden blocks for fixing furniture

    and fittings with one coat of red oxide primer coat as per IS 4351 / 1976 of size

    105x60mm with necessary rebate 35mmx12mm, to house the shutter, installation at

    site including dismantling, making necessary chipping holes in RCC columns, wallswith power drills to the extent required, including providing concrete 1:2:4 inside the

    box curing etc., complete. The cost includes tie rod, hold fast at appropriate places,

    and provision to fix aldrops, tower bolts, hinges and lock strike plate etc.,complete

    complying with standard specification and as directed by the departmental officers.

    86 Rm

    7

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    22 Supplying and fixing ofMDF Door shutter, Medium density fibre board of exteriorgrade 35mm thick conforming to I.S.12406/1989 with 35x12mm T.W. lipping on all

    edges with necessary adhesive and C.P.Screws, complying with standard

    specification including supply and fixing the following best approved quality

    Aluminium Anodised furniture fittings best quality brass screws shall be used for

    fixing the furniture fittings. Including cost of one coat of wood primer and supplying

    and fixing suitable wind appliance etc., complete. The rate shall be inclusive of cost

    of all materials and labour charge for fixing the shutter with Steel frames etc

    complete.

    Furniture fittings:For single Leaf: I) Alu.anodised butt hinges 100mm - 3 Nos. II) Alu.anodised tower

    bolt 300mm - 1 No. III) Alu. anodised tower bolt 200mm- 1 No. IV) Alu.anodised

    aldrops 300mm - 1 No. V) Alu.anodised ornamental type handle 100mm - 1 No.

    For double Leaf: I) Alu.anodised butt hinges 100mm - 6 Nos. II) Alu.anodised

    tower bolt 300mm - 2 Nos. III) Alu. anodised tower bolt 200mm- 1 No. IV)

    Alu.anodised aldrops

    300mm - 1 No. V) Alu.anodised ornamental type handle 100mm - 2 Nos.

    a 56.00 Sqm

    (Fifty six Square

    metre)

    For Single leaf shutter 72,74.9 M2 (one

    square

    metre)

    b 3.00 Sqm

    (Three Square metre)

    For Double leaf shutter 72,74.10 M2 (one

    square

    metre)

    8

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    33 165.00 Sqm(One hundred and

    sixty five Square

    metre)

    Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thickcement mortar 1:3 (One Cement and Three Sand) base mortar over the existing

    slab / floor including cutting the tiles to the required size with special cutter wherever

    necessary, laying in position and pointing with white cement mixed with colouring

    pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard

    specification. (The make and brand of the tiles should be got approved by Executive

    Engineer before use on works)

    Anti skid self designed colour Ceramic Tiles.

    M2 (one

    square

    metre)

    34 Dadooing the walls with following best approved quality, white / colour glazed tiles of

    following sizes set in cement mortar 1:2 (one cement and two sand) 10mm thick and

    pointing the joints with white cement mixed with colouring pigmnets at the rate of

    0.40 Kg/sq.m neatly in all floors etc.,complete complying with standard specification

    and as directed by the departmental officers.

    M2 (one

    square

    metre)

    a 8.00 Sqm

    (Eight Square metre)

    Dadooing with white glazed tiles of size 150x150x6mm M2 (one

    square

    metre)

    b 665.00 Sqm

    (Six hundred and sixty

    five Square metre)

    Dadooing with Printed design colour glazed tiles of size 300x200x6mm. M2 (one

    square

    metre)

    35 Brick Jelly Lime Concrete 1:2:5 (one lime, two sand and five brick jelly) using

    40mm brick jelly for flooring including laying, consolidating, finishing, rendering thetop surface rough to receive the floor finish, curing etc., complete complying with

    standard specification and as directed by the departmental officers.(If flooring in

    Toilet portion except water closet portions)

    27 M3 (One

    cubic metre)

    a 24.00 Cum

    (Twenty four Cubic

    metre)

    For First floor M3 (One

    cubic metre)

    13

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    47 250.00 Rm(Two hundred and fifty

    Running metre)

    Supplying and fixing in 40mm dia (B class) GI pipe for hand rails for stair case etc.,including primer coat and labour charges for cutting welding and fixing with MS flats (

    excluding cost of flat) etc., as directed by the departmental officers.

    SPECIAL Rm(OneRunning

    Metre)

    48 Supplying and fixing in position best approved of BIS quality PVC rain water down

    fall pipes having a pressure of 4 Kg/Sq.cm including cost of necessary PVC Shoe,

    PVC Bend, cast iron gratings of required diameter and special clamps, brass

    screws, nails etc., and fixing of cast iron gratings at junction of parapet and the RCC

    roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast

    of removable cast iron grating. The PVC pipe shall be fixed in wall with special type

    of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre

    pipe lngth, etc., complete complying with standard specification.

    107

    a 136.00 Rm

    (One hundred and

    thirty six Running

    metre)

    110mm dia PVC pipe Rm(One

    Running

    Metre)

    49 70.00 Sqm

    (Seventy Square

    metre)

    Providing Ferrocement architectural strucutures l ike column sunshade etc., for

    apperance purpose in CM 1:2 - 5 Cm thick reinforced with 6mm rods and stirrups

    covered with chicken mesh plastered and painted to finish etc.,complete as per

    standared specification.

    SPECIAL M2 (one

    square

    metre)

    50 60.00 Sqm

    (Sixty Square metre)

    Providing Black Board in two layers with first layer in cement mortar 1:5 20mm

    thick and the second layer in Combination mortar 1:1:6 20mm thick

    SPECIAL M2 (one

    square

    51 Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of

    following thickness in Cement concrete of M30 grade conforming to IS 456/ 2000 for

    reinforced cement concrete structural elements by adopting weight basis (the ratio of

    cement,fine aggregate,coarse aggregate and admixture) under controlled water

    cement ratio using 20 / 12 mm and down graded machine broken granite stone jelly

    excluding cost of reinforcement steel in position but including cost of moulding

    charges, casting of slab, finishing, curing and fixing in position in all floors etc.,

    complete complying with standard specification and as directed.

    30 M2 (one

    square

    metre)

    a 51.00 Sqm

    (Fifty one Square

    metre)

    75mm thick slab (using 20mm HBGS jelly) M2 (one

    square

    metre)

    16

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    b 145.10 Sqm(One hundred and

    forty five point one

    zero Square metre)

    50mm thick slab ( using 20mm HBGS jelly) M2 (one

    square

    metre)

    c 78.00 Sqm

    (Seventy eight Square

    metre)

    25mm thick slab (using 10-12mm HBGS jelly) M2 (one

    square

    metre)

    52 1.50 Sqm

    One point five zero

    Square metre)

    Providing and erecting direction and place identification retro-reflectorised sign

    board as per IRC 67 made of high intensity grade sheating vide clause 801.3, fixed

    over aluminium sheating, 2mm thick supported on a mild steel angle iron post75x75x6mm, 2 Nos rigidly fixed to the ground by means of properly designed

    foundation with M 15 grade cement concrete of size 45x45x60 cm below ground

    level as directed by the departmental officer etc., complete.

    SPECIAL M2 (one

    square

    metre)

    53 100.00 Kg

    (One hundred

    Kilogram)

    Manufacturing , supplying and erceting in position of steel ladder made up of

    50x25mm sq. pipe for vertical at both sides for steps and for hand rails, 12mm

    square rods for vertical support to the bottom and hand rail. The whole ladder to be

    painted with 2 coats of synthetic anticorrosive enamel paints, over one coat of

    primer. The ladder to be fixed inposition with necessary pedestals at bottom and at top as instructed. This includes

    86,87 1 Kg

    one

    Kilogra

    m

    54 Supplying,laying,fixing and jointing the following size of B Class GI pipes of approved

    quality and best variety above ground level including fixing of GI specials but

    excluding cost of such specials and cutting and threading of pipes and also fixing to

    the wall with necessary teak wood plugs,clamps and screws making holes on the

    wall or drilling holes in roof and making good of the disturbed portion to original

    condition with necessary brick work and plastering wherever necessary with

    necessary scaffolding charges. The pipes are to be painted with two coats of good

    variety and best quality synthetic enamel paint over a coat of red oxide primeretc.,complete complying with standard specification and as directed by the

    departmental officers. (above ground level) (External)

    102

    a 20.00 Rm

    (Twenty Running

    metre)

    25mm dia GI pipe 1Rm(On

    e

    Running

    metre)

    17

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    b 80.00 Rm(Eighty Running

    metre)

    32mm dia GI pipe 1Rm(One

    Running

    metre)

    c 55.00 Rm

    (Fifty five Running

    metre)

    40mm dia GI pipe 1Rm(On

    e

    Running

    metre)

    55 Supplying, fixing and jointing the G.I. pipes of the following sizes of approved quality

    and variety of" B " Class pipes of ISI standard including fixing of G.I. specials but

    excluding cost of such specials cutting, threading including fixing and laying with

    required gradient and alignment. The rate is inclusive making holes on the wall /

    concrete that come in the way and making good of the dismandled portion,

    necessary teakwood plugs, clamps, screws white lead, spun yarn etc., including

    painting with one coat of tar, wrapping the pipes with tar qunny bags etc.,complete

    complying with standard specification and as directed by the departmental officers.

    The pipes and specials should be got approved by the Executive Engineer before

    use on works.(the earth work excavation, filling the trench with sand, earth etc., shall

    be measured and paid separately under respective items) BELOW

    GROUND LEVEL(External)

    102

    a 30.00 Rm

    (Thirty Running metre)

    20mm dia GI pipe 1Rm(On

    e

    Running

    metre)

    b 35.00 Rm(Thirty five Running

    metre)

    32mm dia GI pipe 1Rm(One

    Running

    metre)

    18

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    56 Supplying, laying and jointing PVC pipes (having working pressure 10 Kg/sq.cm) ofapproved quality and best variety conforming to BIS of the following dia including

    cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost

    of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws

    making holes on the wall (or) drilling holes in the roof and making good the

    dismantled portion to original condition with necessary brick work/ cement concrete

    and plastering neatly wherever necessary with necessary scaffolding charges etc.,

    complete complying with standard specifications. The PVC pipes shall be got

    approved by Executive Engineer before use on works. (Inside

    Building-consealed) (Internal)

    SPECIAL 1Rm(One

    Running

    metre)

    a 23.00 Rm

    (Twenty three Running

    metre)

    20mm dia PVC pipe 1Rm(On

    e

    Running

    metre)

    b 105.00 Rm

    (One hundred and five

    Running metre)

    25mm dia PVC pipe 1Rm(On

    e

    Running

    metre)

    57 Supplying and fixing in position of best quality and approved variety with ISI mark

    Gun Metal Gate Valve/Wheel Valve of the following diametre including necessaty

    charges for cutting and threading of GI pipes for joining the gate valve / wheel valve

    in position etc.,complete complying with standard specification. (Gun Metal Gate

    Valve/Wheel Valve should be got approved by the Executive Engineer before use on

    work).

    SPECIAL

    a 1.00 No

    (One Number)

    Gun metal gate valve of dia 25mm No(EAC

    H)

    b 1.00 No

    (One Number)

    Gun metal gate valve of dia 32mm No(EAC

    H)

    c 9.00 Nos

    (Nine Numbers)

    Gun metal wheel valve of dia 20mm No(EAC

    H)

    19

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    d 1.00 No(One Number) Gun metal wheel valve of dia 25mm No(EACH)

    e 4.00 Nos

    (Four Numbers)

    Gun metal wheel valve of dia 40mm No(EAC

    H)

    58 Suppling and fixing in position best varity and approved quality, heavy duty C.P.

    brass chromioum plated 15mm dia screw down TAP / pillar tap / swan neck tap

    conforming to I.S. specification including cost for cutting and threading of the G.I.

    Pipe, cotton thread, Shellac, white lead etc. complete complying with standard

    specification. The C.P. Brass Screw Down Tap / swan neck tap should be got

    approved by the Executive Engineer before use on works.

    SPECIAL No(EAC

    H)

    a 56.00 Nos

    (Fifty six Numbers)

    Screw down tap No(EAC

    H)

    59 Supplying and fixing in position GI unions of heavy duty of approved quality and

    good variety of various sizes inluding necessary cutting and threading of GI pipes for

    jointing the union and providing two coats of painting with good variety and approved

    quality of synthetic enamel paint over one coat of primer in case of pipe line above

    ground level / one coat of tar in case of below ground level for both internal and

    external water supply arrangements, etc., complete complying with standard

    specifications. (The GI unions should be got approved by Executive Engineer before

    use on works).

    SPECIAL No(EAC

    H)

    a 2.00 Nos(Two Numbers)

    20mm dia GI Union No(EACH)

    b 2.00 Nos

    (Two Numbers)

    25mm dia GI Union No(EAC

    H)

    20

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    c 3.00 Nos(Three Numbers) 32mm dia GI Union No(EACH)

    d 3.00 Nos

    (Three Numbers)

    40mm dia GI Union No(EAC

    H)

    60 Supplying and fixing in position the following GI Specials of heavy type and approved

    quality and good variety excluding fixing charges but including necessary cutting and

    threading of GI pipes, jointing the GI specials and painting with two coats with good

    variety and best quality synthetic enamel paint over a coat of red oxide primer and

    jointing the specials with pipe line using shellac etc., complete complying with

    standard specification. (The GI specials should be got approved by the Executive

    Engineer concerned before use on works.)

    SPECIAL

    GI Elbowa 1.00 No

    (One Number)

    40mm dia GI Elbow No(EAC

    H)

    b 1.00 No

    (One Number)

    32mm dia GI Elbow No(EAC

    H)

    c 9.00 Nos

    (Nine Numbers)

    25mm dia GI Elbow No(EAC

    H)

    d 14.00 Nos

    (Fourteen Numbers)

    20mm dia GI Elbow No(EAC

    H)

    21

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    d 17.00 Nos

    (Seventeen Numbers)

    20mm dia GI Tee No(EAC

    H)

    GI coupling

    a 2.00 Nos

    (Two Numbers)

    40mm dia GI Coupling No(EAC

    H)

    b 3.00 Nos

    (Three Numbers)

    32mm dia GI Coupling No(EAC

    H)

    c 21.00 Nos

    (Twenty one

    Numbers)

    25mm dia GI Coupling No(EAC

    H)

    d 16.00 Nos(Sixteen Numbers)

    20mm dia GI Coupling No(EACH)

    GI Reducer

    a 3.00 Nos

    (Three Numbers)

    40mmx32mm dia reducer No(EAC

    H)

    b 6.00 Nos(Six Numbers)

    32mmx25mm dia reducer No(EACH)

    c 8.00 Nos

    (Eight Numbers)

    25mmx20mm dia reducer No(EAC

    H)

    d 8.00 Nos

    (Eight Numbers)

    20mmx15mm dia reducer No(EAC

    H)

    23

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    e 1.00 No

    (One Number)

    40mmx25mm dia reducer No(EAC

    H)

    f 1.00 No

    (One Number)

    32mmx20mm dia reducer No(EAC

    H)

    GI Reducer Elbow

    a 1.00 No(One Number) 40mmx32mm dia reducer elbow No(EACH)

    b 5.00 Nos

    (Five Numbers)

    32mmx25mm dia reducer elbow No(EAC

    H)

    c 9.00 Nos

    (Nine Numbers)

    25mmx20mm dia reducer elbow No(EAC

    H)

    d 14.00 Nos

    (Fourteen Numbers)

    20mmx15mm dia reducer elbow No(EAC

    H)

    e 1.00 No

    (One Number)

    40mmx25mm dia reducer elbow No(EAC

    H)

    f 1.00 No

    (One Number)

    32mmx20mm dia reducer elbow No(EAC

    H)

    24

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    GI Reducer Tee

    a 3.00 Nos

    (Three Numbers)

    40mmx32mm dia reducer Tee No(EAC

    H)

    b 1.00 No

    (One Number)

    32mmx25mm dia reducer Tee No(EAC

    H)

    c 56.00 Nos

    (Fifty six Numbers)

    25mmx20mm dia reducer Tee No(EAC

    H)

    d 56.00 Nos

    (Fifty six Numbers)

    20mmx15mm dia reducer Tee No(EAC

    H)

    e 1.00 No

    (One Number)

    40mmx25mm dia reducer Tee No(EAC

    H)

    f 1.00 No

    (One Number)

    32mmx20mm dia reducer Tee No(EAC

    H)

    GI Hex Nipple

    a 3.00 Nos

    (Three Numbers)

    40mm dia Hex Nipple No(EAC

    H)

    b 4.00 Nos

    (Four Numbers)

    32mm dia Hex Nipple No(EAC

    H)

    25

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    c 6.00 Nos

    (Six Numbers)

    25mm dia Hex Nipple No(EAC

    H)

    d 9.00 Nos

    (Nine Numbers)

    20mm dia Hex Nipple No(EAC

    H)

    e 56.00 Nos

    (Fifty six Numbers)

    15mm dia Hex Nipple No(EAC

    H)

    61 1.00 No

    (One Number)

    Supplying and ercting of 1 HP ISI make single phase slow speed slef priming

    Monoblock Pumpset single phase electro motor having ISI mark with suitable base

    plate with necessary accessories with conforming to ISI speicification with AC

    200/240 Volts 50 Cycles, 2880 RPM single phase mono block pumpset with switch

    and wooden switch board, pilot lamp, 1" dia GM gate valve, 3/20 Copper wire to a

    length of 6m including Foot Valve etc.,, complete and as directed by the

    departmental officers as per standard specification.

    SPECIAL No(EAC

    H)

    62 24.00 Nos

    (Twenty four

    Numbers)

    Supplying and fixing in position of best approved quality of Oriya type INDIAN water

    closet of size 580mmx440mm white glazed earthern ware with "P" or S' trap

    conforming to IS: 2556 Part XII with sand cushion and forming flooring alround the

    closet using 40mm broken brick jelly in lime concerete 1:2:5 (One part of lime, two

    parts of sand and five parts of brick jelly)10 cm thick and finishing the top to the

    required slope and including giving necessary connection to cast iron soil pipes (

    including the cost of 100mm dia CI pipe for a length of 600mm) by dismandling brick

    masonry, reinforced cement concrete roof/floor slab and making good the disturbedportion to original condition without leakage etc., complete complying with standard

    specifications.(The water closet should be got apporoved by the Executive Engineer

    before use on works).

    102 No(EAC

    H)

    26

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    a 15.00 Nos

    (Fifteen Numbers)

    100mmx75mm with stainless steel grating No(EAC

    H)

    b 29.00 Nos

    (Twenty nine

    Numbers)

    75mmx50mm with stainless steel grating No(EAC

    H)

    66 19.00 Nos

    (Nineteen Numbers)

    Supplying and fixing in position Indian make bewelled edge mirror of approved

    quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf

    type with hard board backing of approved colour fixed with brass screws, rawl plug,

    etc., complete complying with standard specification. (The mirror should be got

    approved by the Executive Engineer before use on woks)

    SPECIAL No(EAC

    H)

    67 13.00 Nos

    (Thirteen Numbers)

    Supplying and fixing approved best quality aluminium anodised towel rail 600mm

    long and 20mm dia with brackets of same materials including cost of teak wood

    plugs and CP screws, etc., complete complying with standard specifications. (The

    tower rail should be got approved by Executive Engineer before use on works).

    SPECIAL No(EAC

    H)

    68 13.00 Nos

    (Thirteen Numbers)

    Supplying and fixing best approved best quality brass Cromium Plated soap tray of

    size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete

    complying with standard specifications. (The soap tray should be got approved by

    Executive Engineer before use on works).

    SPECIAL No(EAC

    H)

    69 Supplying, laying and jointing glazed stone ware pipes of the following dia of

    approved quality with spigot and socket ends and fixing them using spun yarn and

    cement including petty masonry shoring and strutting wherever found necessary and

    laying the pipe line in the alignment at the specified gradient and conducting

    required water supply test for draining with necessary tools and plants, etc., and re-

    filling the trench with excavated earth and levelling the ground etc., complete

    complying with standard specifications. (Earth work excavation, re-fil ling with

    excavated earth will be measured and paid separately).

    96,99

    28

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    a 13.00 Rm

    (Thirteen Running

    metre)

    150mm dia stone ware pipe (cement joint) 1Rm(On

    e

    Running

    metre)

    70 Supplying, laying and jointing glazed stoneware pipes of following dia of approved

    best quality with spigot and socket ends (in reverse direction) in dry condition and

    laid in loose joints (i.e.) without cement and spun yarn, so that the waste water can

    be drained to the trenches already available, excluding cost of earth work

    excavation, cost of re-fill ing with sand / earth, but including laying the pipe in true

    alignment and gradient and conducting required water supply test for draining withnecessary tools and plants, etc., complete complying with standard specifications.

    96,99

    a 12.00 Rm

    (Twelve Running

    metre)

    150mm dia stone ware pipe (loose joint) 1Rm(On

    e

    Running

    metre)

    71 4.00 Nos

    (Four Numbers)

    Supplying and fixing in position 150mm dia stoneware tee of approved best quality

    and provding leak proof joints with cement, spun yarn, etc., including dismantling thebrick work and re-doing the dismantled portion to the original condition, etc.,

    complete complying with standard specifications (The stoneware tee shall be got

    approved by the Executive Engineer before use on work)

    96,99 No(EAC

    H)

    72 2.00 Set

    (Two Sets)

    Supplying and fixing in position 150 x 100mm "P" or "S" stoneware gully trap 'A'

    grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and

    top respectively with necessary earth work excavation laid over a bed of brick jelly

    cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm

    thick using 40mm size broken brick jelly including necessary brick work andplastering including dismantling masonry wherever necessary and re-doing the

    damaged portions to the original conditions using cement concrete 1:3:6 using

    20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer

    line etc., complete complying with standard specifications. [Earth work excavation,

    brick work, plastering shall be measured and paid separately]. The stoneware gully

    trap should be got approved by the Executive Engineer before use on works.

    96,99 set

    29

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    73 2.00 Nos

    (Two Numbers)

    Supplying and fixing PVC ventilating shaft of 110mm dia having working pressure

    at 4kg/cm2 with 3 metre height including cost of 100mm dia PVC cylindrical cowl of

    best approved quality etc., complete complying with standard specifications and as

    directed by the departmental officers

    102 A No(EAC

    H)

    74 Supplying and fixing in position best quality PVC soil / waste pipes of various dia

    having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC

    adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs,

    brass screws, etc., and making connection to all sanitary fittings, dismantling

    masonry / RCC works wherever found necessary and making the good dismantledportion to the original condition, including testing for any leakages, etc., complete

    complying with standard specifications. (The PVC pipes should be got approved by

    the Executive Engineer before use on works). The rate for earth work excavation will

    be measured and paid separately in the cases where the pipe lines are proposed to

    laid below ground level.

    102 A

    a 16.00 Rm

    (Sixteen Running

    metre)

    50mm dia PVC pipe Rm(One

    Running

    Metre)

    b 140.00 Rm

    (One hundred and

    forty Running metre)

    75mm dia PVC pipe Rm(One

    Running

    Metre)

    c 140.00 Rm

    (One hundred and

    forty Running metre)

    110mm dia PVC pipe Rm(One

    Running

    Metre)

    d 60.00 Rm

    (Sixty Running metre)

    160mm dia PVC pipe Rm(One

    Running

    Metre)

    30

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    75 Supplying and fixing in position following PVC specials of various dia and type of

    approved quality conforming to BIS and providing leak proof joints with cement, spun

    yarn, etc., including fixing to wall and giving connections to the PVC soil stacks,

    dismantling the brick work / RCC floor or roof slab and re-doing the dismantled

    portion to the original condition etc., complete complying with standard

    specifications (The PVC specials shall be got approved by the Executive Engineer

    before use on work)

    SPECIAL

    PVC Elbow

    a 2.00 Nos

    (Two Numbers)

    75mm dia PVC Elbow No(EAC

    H)

    b 6.00 Nos

    (Six Numbers)

    110mm dia PVC Elbow No(EAC

    H)

    PVC Elbow with Door

    a 3.00 Nos

    (Three Numbers)

    75mm dia PVC Elbow with Door No(EAC

    H)

    b 9.00 Nos

    (Nine Numbers)

    110mm dia PVC Elbow with Door No(EAC

    H)

    PVC Tee

    a 6.00 Nos(Six Numbers)

    75mm dia PVC Tee No(EACH)

    b 15.00 Nos

    (Fifteen Numbers)

    110mm dia PVC Tee No(EAC

    H)

    PVC Tee with single Door

    a 6.00 Nos

    (Six Numbers)

    75mm dia PVC Tee with Single Door No(EAC

    H)

    31

    TNBP N

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    b 3.00 Nos

    (Three Numbers)

    110mm dia PVC Tee with Single Door No(EAC

    H)

    PVC "Y"

    a 1.00 No

    (One Number)

    75mm dia PVC Y No(EAC

    H)

    b 12.00 Nos

    (Twelve Numbers)

    110mm dia PVC Y No(EAC

    H)

    PVC "Y" with Single Door

    a 1.00 No

    (One Number)

    75mm dia PVC Y with Single Door No(EAC

    H)

    b 1.00 No

    (One Number)

    110mm dia PVC Y with Single Door No(EAC

    H)

    76 Supplying and fixing in position PVC 4 way junction plain or with door of various dia

    of best approved quality confirming to BIS and providing leak proof joints including

    fixing to the walls and giving connection to the PVC soil stacks, dismantling the

    masonry or RCC works and re-doing the dismantled portion to original condition etc.,

    complete complying with standard specifications. (The PVC specials should be gotapproved by the Executive Engineer before use on works).

    SPECIAL

    a 5.00 Nos

    (Five Numbers)

    PVC Double Tee with Single Door (4 way juction) of 75mm dia No(EAC

    H)

    77 Supplying and fixing in position PVC cowls of following dia of best approved quality

    conforming to BIS, etc., complete complying with standard specifications. (The PVC

    cowl should be got approved by the Executive Engineer before use on works).

    SPECIAL

    32

    TNBP No

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    a 2.00 Nos

    (Two Numbers)

    75mm dia PVC Cowl No(EAC

    H)

    b 6.00 Nos

    (Six Numbers)

    110mm dia PVC Cowl No(EAC

    H)

    78 Construction ofInspection chambers of following sizes with earth work excavation

    for foundations, 15cm thick C.C 1:5:10 using 40mm HBGS jelly for foundation and

    birck work in CM 1:5 using country bricks, insides plastering with CM 1:3,20mm thick

    with WPC , inside channelling with brick work, outside plastering with CM 1:5,12mm

    thick, RCC precast cover slab 75mm thick using 1:1.2:2.4 using 20mm blue granite

    jelly with necessary reinforcement etc., complete as directed by the departmental

    officers.

    100

    a 6.00 Nos

    (Six Numbers)

    Inspection chamber - 0.45 x0.45m (Inside opening) average height of 0.65m No(EAC

    H)

    b 6.00 Nos

    (Six Numbers)

    Inspection chamber - 0.60 x0.60m (Inside opening) average height of 0.65m No(EAC

    H)

    c 2.00 Nos

    (Two Numbers)

    Inspection chamber - 0.60 x0.60m (Inside opening) average height of 1.25m No(EAC

    H)

    79 50.00 Sqm

    (Fifty Square metre)

    Manufacturing, supplying and laying 80mm thick Paver Block over 40mm sand

    layer including necessary compaction with palte vibrator, all complete as per IRC 63-

    2004.

    39 A M2

    33

    TNBP No

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    80 Drilling of Borewell in sedimentary starata of clay and sand stone shale pebble

    bolders etc., By first taking a pilot bore of 150mm dia and then enlarging to the

    required dia by direct or reverse rotary mud circulation method using rotary rigs, fuel

    labour and drilling bentonite and water required for drilling at site The rate is

    inclusive of labour and transportatrion of all tools and machineries cost of fuel, and

    hire-charges for equipments etc.,complete complying with standard specification and

    as directed by the departmental officers.

    SPECIAL

    a 45.00 Rm

    (Forty five Running

    metre)

    Drilling of 150mm dia pilot bore upto 60m depth ending below ground level Rm(One

    Running

    Metre)

    81 45.00 Rm

    (Forty five Running

    metre)

    Reaming the borewell from 150mm dia pilot bore to 300mm dia bore as directed by

    the departmental officers upto 60m depth ending from ground level.

    Rm(One

    Running

    Metre)

    82 Supplying and inserting PVC special blue casing pipe assembly (with slots and

    without slots) in the drilled holes including jointing the pipes with PVC couplers with

    PVC adhesive etc., complete and supplying and packing annular space with pebblesof size and quality as approved by the Departmental officers.

    SPECIAL

    a 30.00 Rm

    (Thirty Running metre)

    165/168mm dia Casing pipe assembly without slots Rm(One

    Running

    Metre)

    b 15.00 Rm

    (Fifteen Running

    metre)

    165/168mm dia Casing pipe assembly with slots Rm(One

    Running

    Metre)

    83 8.00 Hrs

    (Eight Hours)

    Charges fordeveloping the borewell with Air compressorof 300 RPM capacity

    (minimum 8 Hrs.) including transportation labour and fuel charges for compressor as

    directed by the departmental officers and conducting yield test by 'V' notch methods.

    SPECIAL Hr(One

    Hour)

    84 1.00 No

    (One Number)

    Supplying and fixing PVC Borewell end cap of size 165/168 mm dia etc., complete. No(EAC

    H)

    34

    TNBP No

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    Item

    No.Probable Quantity Class and Description of work to be executed

    TNBP No,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    85 1.00 Set

    (One Set)

    Supplying and erecting best approved quality of1.00 HP wet submersible pumpset

    (IS 8034) with ISI mark. The rate including fixing and jointing submersible cable with

    wire into the starter to the required depth and also fixing of riser pipes to the required

    depth values erection charges pressure gauge upto the exterior walls pump room

    and erection of panel board footing of TPICH switch,starter, voltmeter, ammeter

    ,pilot , capacitor single phasing preventor, water level guard and laying and jointing

    the cable and twin earthing as per IE rules etc., and testing the pumpset and trail run

    for 10 days etc.,complete complying with standard specification and as directed by

    the departmental officers.

    SPECIAL set

    86 40.00 Rm

    (Forty Running metre)

    Supplying and fixing 2.50 Sq.mm 3 core flat type copper cable for submercible

    motor and giving necessary connection to the panel board etc., complete.

    SPECIAL Rm(One

    Running

    Metre)

    87 Supplying , jointing and erecting into the borewell the following sizes of GI pipe of 'B'

    class quality including cutting and threading of GI pipes etc., complete.

    SPECIAL

    a 40.00 Rm(Forty Running metre)

    32mm dia Pipes Rm(OneRunning

    Metre)

    88 40.00 Rm

    (Forty Running metre)

    Supplying and fixing 32 mm dia HDPE pipe of best approved quality including

    welding wherever necessary etc., complete as directed by the Executive Engineer.

    The pipe should be got approved by the Executive Engineer before use on works.

    SPECIAL Rm(One

    Running

    Metre)

    35

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    TNBP No,Unit in

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    Item

    No.Probable Quantity Class and Description of work to be executed

    ,

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    96 1.00 No

    (One Number)

    Supply and fixing of ceiling fixture with gallery etc clear glass Opac / Crystal suitable

    for 2 nos 18W CFL with CFL.

    SPECIAL each

    97 60.00 Nos

    (Sixty Numbers)

    Supply and fixing of WT bulk head fitting with guard suitable for PL lamp with 18W

    PL-Lamp. (Arrived data from SD-83)

    SPECIAL each

    98 25.00 Pts

    (Twenty five Points)

    Wiring with 2x1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of

    1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC

    accessories, in flush with wall, with 150mm x 100mm x 113mm TW switch box with 3

    mm thick Hylem sheet cover for 5 A 3 pin non inter locking CS Plug with continuous

    earth wire connection of 14 SWG TC wire and making good of the concealed portion

    with suitable colour for concealed PVC plug point. (SD-38)

    SPECIAL pt(One

    point)

    99 25.00 Pts

    (Twenty five Points)

    Wiring with 2x4 sqmm(56/0.3) PVC insulated SC unsheathed Cu.Conductor cable of

    1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC

    accessories, in flush with wall, with 150mm x 100mm x 113mm TW switch box with

    3mm thick hylem sheet for 15 A 3 pin non inter locking CS plug with continuous earthwire connection of 14 SWG TC wire , and making good of the concealed portion,

    with suitable colour for concealed power plug point (SD-40)

    SPECIAL pt(One

    point)

    100 7.00 Nos

    (Seven Numbers)

    Supply and fixing of CG make SCEN 1345/BC / Eq 45 W CFL street light flu.fitting

    complete with copper choke and condensor with 32 mm dia GI pipe (Class 'B') with

    1 No 32mm GI Bend complete on the existing post wall with 16 A aerial fuse unit on

    MS plate with PVC unsheathed Copper leads MS clarnps and aluminium painting

    with 45W CFL. (Arrived data from SD-95)

    SPECIAL each

    37

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    TNBP No,Unit in

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    39/41

    Item

    No.Probable Quantity Class and Description of work to be executed

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    Unit in

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    105 500.00 Mts

    (Five hundred Metres)

    Supply and run of 2 of 1.5 sqmm (22/0.3) PVC insulated SC unsheathed

    Cu.Conductor of 1100V Grade in rigid pipe concealed in wall and ceiling withcontinuous earth wire connection of 14SWG TC wire and making good of the

    concealed portion with suitable colour (SD-55)

    SPECIAL mtr(one

    metre)

    106 100.00 Mts

    (One hundred Metres)

    Supply and run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed Cu

    Conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling

    with continuous earth wire connection by 14 SWG TC wire and making good of the

    concealed portion with suitable colour. (Arrived data from

    SD-63)

    SPECIAL mtr(one

    metre)

    107 50.00 Mts (Fifty

    Metres)

    Supply and laying of 3 X 70 sq.mm PVC armoured LTUG cable in a trench to be

    excavated at a depth of 0.75 metre putting 0.15 mt. Layer of sand and covering the

    cable completely with bricks and sand and refilling the earth to make good.(SD-207)

    SPECIAL mtr(one

    metre)

    108 20.00 Mts

    (Twenty Metres)

    Supply and clarnping of 3 X 70 sq.mm PVC LTUG armoured LTUG cable on post

    or on wall with MS Clamps. (SD-225)

    SPECIAL mtr(one

    metre)

    109 12.00 Mts

    (Twelve metres)

    Supply and clamping of 3 X 70 sq.mm PVC LTUG armoured LTUG cable through

    suitable dia Class 'B' GI pipe on post or on wall with MS Clamps. (Arrived

    data from SD-225)

    SPECIAL mtr(one

    metre)

    110 4.00 Nos

    (Four Numbers)

    Supply and fixing of brass cable gland for 3 1/2x70 sqmm PVC armo+C12ured

    LTUG cable with earth connection (SD-189)

    SPECIAL Each

    111 4.00 Nos

    (Four Numbers)

    Supply and providing cable end termination of 3 1/2 x 70 sqmm PVC LTUG

    Aluminium armoured cable with necessary aluminium cable sockets by crimping etc.

    with electrical connection complete (SD-238)

    SPECIAL Each

    39

    TNBP No,

    OthUnit in

    A t

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    Item

    No.Probable Quantity Class and Description of work to be executed

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    112 1.00 No

    (One Number)

    Supply and fixng of TNEB Moter Board suitable for 3 Phases 100A service

    connection made up of suitable angle iron frame work of size 2 feet x 1 1/2 feetusing angle iron of size 1 1/2" x 1 1/2" x 1/4" rigidly fixed on wall covered with hylem

    sheet of size 2 feet x 1 1/2 feet of 12mm thickness with necessary bolts and nuts

    supports and supply and fixing of 3 Nos 100A fuse units (500V) 1 No. Neutral link,

    copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by

    7/16 PVC insulated copper wire with earth connection complete (SD-130)

    SPECIAL Each

    113 1.00 No

    (One Number)

    Supply and fixing of 3 Phase 100A aerial fuse unit for 3 Nos 100A fuse units (500V)

    on suitable MS sheet covered with 6mm thick hylem sheet on suitable angle ironwork the tapping pole with necessary clamps.

    (Arrived data from SD-132)

    SPECIAL Each

    114 10.00 Nos

    (Ten Numbers)

    Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' GI pipe

    of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm,

    with necessary funneling arrangements with necessary masonry work and with

    38mm RCC cover slab for the brick masonry . (SD-233)

    SPECIAL Each

    115 200.00 Mts

    (Two hundred Metres)

    Supply and run of 1 of No.8 SWG GI wire for earth connection. (SD-74) SPECIAL mtr

    116 1.00 No

    (One Number)

    Supply and fixing of 32A 3 phase 500V changeover switch with suitable angle iron

    frame work with MS cable entry boxes with earth connection only. (Arrived data

    from SD-164)

    SPECIAL Each

    40

    TNBP No,

    orOtherUnit in

    Amount

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    Item

    No.Probable Quantity Class and Description of work to be executed

    orOther

    special

    Specifica

    tion No, if

    Rate of Payment in figures

    and in words

    figure

    and in

    words

    Amount

    (Rupees in

    figures)

    117 1.00 Set

    (One Set)

    Supply delivery erection, testing and commisioning of 15 KVA capacity Deisel

    Generator set 3 ph, 50 Hz, 415V, consisting of deisel engine capable of deliveringcontinuous brake horse power of suitable capacity, with standard fittings, water

    cooled radiators, acoustic enclosure to restrict the noice level as per the CPCB and

    TNPCB norms, residential silencer with exhaust pipe arrangement (insulated with

    glass wool inside the building) upto outside of the room above roof level, suitable

    alternator (brushless), self excited, self regulated, suitable for continuous operation.

    AMF cntrol panel, microprocessor based, consisting of digital VAF, KWH meter,

    earth fault relay, single phase preventor, on delay timer, auto/manual switch, LLOP &

    HWT annunciation , push buttons, neceesary contactors, over load relay indicating

    lamps, fuses, MCCB and required 1.1KV grade PVC armoured aluminium cablefrom alternaor to AMF control panel, 12/24 Vbattery, battery leads, battery charger

    etc., Coupling with guard, fuel tank (8Hrs. capacity) common rigid MS channel

    baseframe, antivibration

    mounting pad etc. complete and obtaining CEIG

    approval. (Reputed makes like Kirloskar / Asok Leyland /

    Crompton Greaves / Mahindra & Mahindra /Eq)

    SPECIAL set

    TOTAL

    41