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    INDIAN COUNCIL OF AGRICULTURAL

    RESEARCH, NEW DELHI

    TENDER AND CONTRACT DOCUMENT

    Name of Work: Construction of Auditorium at NASC Complex, Pusa Road,

    New Delhi 

    TENDER NO.: RITES/CP/ICAR/AUDI/2011 

    PART 2: FINANCIAL BID

    JUNE 2011 

    RITES Ltd. (A Govt. of  India Enterprise) 

    Plot No.‐144, Sector‐44, 

    Gurgaon (Haryana) ‐ 122003 

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    S.NO. Particulars Estimated Cost

    (in Rupes)

    Quoted %age

    above/below

    (in Figures &

    Words)

    Quoted Amount (in

    Rupes)

    1 Civi l work (Based on DSR 2007)

    2 Electrical work (Based on DSR

    2007)

    3 Civil work (Based on Market

    Rate)

    4 Electrical work (Based on Market

    Rate)

    Total Amount

    Un-conditional rebate if any

     Amount after rebate in figure

     Amount after rebate in Words

    Project Name: Construct ion of Audi torium/Convention Centre at NASC Complex, PUSA, New Delhi.

    FINAL ABSTRACT OF COST

    Tender No. RITES/CP/ICAR/AUDI/2011

    Percentage and Amount to be quoted by the contractor 

    (Signature of Contractor w ith Seal)

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    S.No. Description of Work DSR Amount (in Rs.) Remarks

     A Earthwork 9002619.40

    B Concrete 234414451.15

    C Masonary Works 9288358.41

    D Wood, Iron and Steel Works 7096289.05

    E Joinery works 121762.40

    F Flooring Works 10688110.95

    G Internal & External Finshes 10480714.72

    H Roofing Works 1416485.00

    I Water proofing Works 6702770.10

    J Road Works 2039791.55

    K Stone works 15582688.52

    L Plumbing And Sanitation Works 1393953.15

    308,227,994.40 Total Amount

    CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI

     Abst rac t o f Cost for Civi l Works

    PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

     A EARTHWORK

    1 Earth work in excavation by mechanical means

    (Hydraulic excavator )manual means over areas

    (exceeding 30cm in depth. 1.5m in width as well as 10

    sqm on plan) including disposal of excavated earth, lead

    upto 50m and lift upto 1.5m, disposed earth to be

    levelled and neatly dressed.

     All kinds of soil

    1.1 DSR 2.6.1 up to 1.5 m below G.L.cum 31725.00 101.85 3231191.25

    2 DSR 2.26.1 Extra for every aditional lift of 1.5mcum 33018.00 18.90 624040.20

    3 Earth work in excavation by mechanical means

    (Hydraulic excavator )/manual means in foundation

    trenches or drains (not exceeding 1.5m in width or 10

    sqm on plan) including dressing of sides and ramming of 

    bottoms, lift upto 1.5 m, including getting out the

    excavated soil and disposal of surplus excavated soil as

    directed, within a lead of 50 m.

    3.1 DSR 2.8.1 All kinds of soil.cum 650.00 103.40 67210.00

    4 DSR 2.25 Filling available excavated earth (excluding rock) in

    trenches, plinth, sides of foundation etc, in layers of not

    exceeding 20 cm in depth, consolidating each deposited

    layer by rammiing and watering lead upto 50 m and lift

    upto 1.5 m.

    cum 5665.00 45.70 258890.50

    5 DSR 2.27 Supplying and filling in plinth with Jamuna sand under 

    floors including, watering, ramming consolidating and

    dressing complete.cum 972.00 301.50 293058.00

    6 Disposal of excavated excess earth away from the site

    including conveyance of materials up to an average lead

    of 1KM away from the site, and correspondiong required

    lift, loading, unloading etc complete as directed by the

    Engineer-in-charge. (The quantity is net quantity of 

    capacity of truck after deduction of 20% for looseness)(considering the maximum disposal location

    at 5 KM distance)

    6.1 DSR 1.12(8

    )

    By mechanical transport including loading, unloading

    and stacking. ( Lead upto 5KM away from the site)   cum 37000.00 76.48 2829760.00

    7 DSR 1.1.2 Extra for transporting earth beyond 5km upto 10 km

    including cost of loading,unloading as per the direction of 

    engineer incharge(The quantity is net quantity of cap. Of 

    truck after deduction of 0% of voids

    7.1 By mechanical transport cum 37000.00 5.84 216080.00

    8 Earth work in excavation/ by mechanical means

    (Hydraulic Excavator)/ manual means over areas

    (exceeding 30 cm in depth, 1.5m in width as well as 10

    sqm on plan) including disposal of excavated earth, lead

    upto 50 m and lift upto 1.5 m, disposed earth to belevelled and neatly dressed.

    8.1 DSR 2.7.1 Ordinary rockcum 25.00 152.60 3815.00

    9 DSR 2.26 Extra for every additional lift of 1.5 m or part thereof in.

    9.1 DSR 2.26.2 Ordinary or Hard rockcum 50.00 33.85 1692.50

    10 Earth work in excavation/ by mechanical means

    (Hydraulic Excavator)/ manual means over areas

    (exceeding 30 cm in depth, 1.5m in width as well as 10

    sqm on plan) including disposal of excavated earth, lead

    upto 50 m and lift upto 1.5 m, disposed earth to be

    levelled and neatly dressed.

    10.1 DSR 2.7.3 Hard rock (blasting prohibited)cum 25.00 325.25 8131.25

    CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI

    BILL OF QUANTITY

    PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    11 Disposal of excavated excess rock away from the site

    excluding conveyance of materials upto an average lead

    of 1KM away from the site, and correspondiong required

    lift, loading, unloading etc complete as directed by the

    Engineer-in-charge. (The quantity is net quantity of 

    capacity of truck after deduction of 40% for 

    looseness)(considering the maximum disposal location

    at 5KM distance)

    11.1 DSR

    1.1.4(4)

    By mechanical transport including loading, unloading

    and stacking. ( Lead upto 5KM away from the site)   cum 120.00 79.07 9488.40

    12 DSR 1.1.4 Extra for transporting rock beyond 5km upto 10 km

    including cost of loading,unloading as per the direction of 

    engineer incharge(The quantity is net quantity of cap. Of 

    truck after deduction of 40% for looseness)

    cum 120.00 90.05 10806.00

    13 2.034 Supplying chemical emulsion in sealed containers

    including delivery as specified.

    13.1 2.34.01 Chlorpyriphos/Lindane emulsifiable concentrate of 20%litre 174.30

      4000697200.00

    02.035 Diluting and injecting chemical emulsion for POST-

    CONSTRUCTIONAL anti-termite treatment (excluding

    the cost of chemical emulsion)

    14 2.35.1 Along external wall where the apron is not provided

    using chemical emulsion @ 7.5 litres/ sqm of the vertical

    surface of the substructure to a depth of 300 mmincluding excavation channel along the wall and rodding

    etc com lete:14.1 2.35.1.1 With chlorpyriphos/Lindane E.C. 20% with 1%

    concentration.

    One

    Metre

    6.75 450030375.00

    14.2 2.35.1.2 Along the external wall below concrete or masonry apron

    using chemical emulsion @ 2.25 litres per linear metre

    including drilling and plugging holes etc.

    14.2

    (a)

    2.35.1.2.1 With chlorpyriphos/Lindane E.C. 20% with 1%

    concentration.

    One

    Metre

    10.45 300031350.00

    14.3 2.35.1.3 Treatment of soil under existing floors using chemical

    emulsion @ one litre per hole, 300 mm apart including

    drilling 12 mm diameter holes and plugging with cement

    mortar 1:2 ( 1 cement : 2 coarse sand ) to match the

    existing floor.

    14.3(a) 2.35.1.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

    OneSquar 

    e

    48.70 3000 146100.00

    14.4 2.35.5 Treatment at points of contact of wood work by chemical

    emulsion chlorpyriphos. (in oil or kerosene based

    solution) @ 0.5 litres per hole by drilling 6 mm dia holes

    at downward angle of 45 degree at 150 mm centre to

    centre and sealing the same.

    One

    Metre

    79.80 500

    39900.00

    15 Supplying and stacking at site

    15.1 DSR 16.3.8 Red Bajricum 752.00 654.15 491920.80

    16 DSR 16.11 Dry stone pitching 22.5 cm thick including supply of 

    stones and preparing surface complete.   sqm 55.00 211.10 11610.50

    Total C/o to Summary : Rs. 9002619.40B CONCRETE & RCC WORKS

    1 Providing and laying in position cement concrete of  

    following specified grade excluding the cost of centring

    and strutting - All work upto plinth level.

    1.1 DSR 4.1.8 1:4:8 (1 cement: 4 coarse sand: 8 graded stone

    aggregate 40 mm nominal size)   cum 490.00 2449.00 1200010.00

    1.2 DSR 4.1.6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone

    aggregate 40 mm nominal size).   cum 780.00 2713.05 2116179.00

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    2 DSR 5.33 Providing and laying in position machine batched,

    machine mixed and machine vibrated design mix cement

    concrete of specified grade for reinforced cement

    concrete work including pumping of concrete to site of 

    laying but excluding the cost of centering,shuttering,

    finishing and reinforcement. including Admixtures in

    recommended proportions as per IS 9103 to accelerate,

    retard setting of concrete, improve workability without

    impairing strength and durability as per direction of 

    Engineer-in-charge. M-25 grade reinforced cement

    concrete by using 380kg. of cement per cum of concrete.

     All work upto plinth level.

    cum 7520.00 3983.75 29957800.00

    3 Add or deduct for providing leaner or richer mixes

    respectively at all floor levels.

    3.1 DSR 5.34.1 Providing M 30 Grade concrete by using 400 Kg of 

    cement per CUM of concrete instead of M25 grade BMC

    / RMCcum 18159.00 109.10 1981146.90

    4 DSR 5.35 Deduct for using less cement than the quantity as

    provided in the item of batch mix concrete/RMC as

    arrived as per mix design.

    Quinta

    l  3500.00 528.15 1848525.00

    5 DSR 5.33 A Providing and laying in position machine batched,

    machine mixed and machine vibrated design mix cement

    concrete of specified grade for reinforced cement

    concrete work including pumping of concrete to site of 

    laying but excluding the cost of centering, shuttering,

    finishing and reinforcement. including Admixtures in

    recommended proportions as per IS 9103 to accelerate,

    retard setting of concrete, improve workability without

    impairing strength and durability as per direction of 

    Engineer-in-charge. M-25 grade reinforced cement

    concrete by using 380kg. of cement per cum of concrete.

     All work above plinth level up to floor V level.

    cum 10692.00 3983.75 42594255.00

    6 DSR 5.13 Providing, hoisting and fixing upto floor five level precast

    reinforced cement concrete in small lintels not exceeding

    1.5m clear span upto floor five level including the cost of 

    required centring, shuttering and finishing smooth with

    6 mm thick cement plaster 1:3 (1 cement : 3 fine sand)

    on exposed surfaces but excluding the cost of 

    reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

    graded stone aggregate 20mm nominal size).

    cum 50.00 6002.80 300140.00

    7 DSR 4.11 Providing and laying damp-proof course 50mm thick with

    cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

    graded stone aggregate 20mm nominal size).Sqm 100.00 178.05 17805.00

    8 DSR 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level

    for each four floors or part thereof. cum 10.00 92.90 929.00

    9 DSR 4.13 Applying a coat of residual petroleum bitumen of 

    penetration 80/100 of approved quality using 1.7kg per 

    square metre on damp proof course after cleaning the

    surface with brushes and finally with a piece of cloth

    lightly soaked in kerosene oil.

    sqm 100.00 58.60 5860.00

    10 DSR 4.17 Making plinth protection 50mm thick of cement concrete

    1:3:6 (1cement :3 coarse sand : 6graded stone

    aggregate 20mm nominalsize) over 75mm bed by dry

    brick ballast 40mm nominal size well rammed and

    consolidated and grouted with fine sand including

    finishin the to smooth

    Sqm 500.00 222.65 111325.00

    11 Centering and shutter ing including strutting, propping

    etc. and removal of formwork for :

    11.1 DSR 4.3.1 Foundations, footings, bases of columnssqm 7.00 119.25 834.75

    11.2 DSR 5.9.1 Foundations, footings, bases of columns etc. for mass

    concrete.   sqm 5216.00 119.25 622008.00

    11.3 DSR 5.9.2 Walls (any thickness) including attached pilasters,

    butteresses, plinth and string courses etc.   sqm 4380.00 180.40 790152.00

    11.4 DSR 5.9.3 Suspended floors, roofs, landings, balconies and access

    platform.   sqm 19040.00 187.35 3567144.00

    11.5 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

    cantilevers.   sqm 24765.00 162.65 4028027.25

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    11.6 DSR 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Strutssqm 6107.00 238.40 1455908.80

    11.7 DSR 5.9.7 Stairs, (excluding landings) except spiral-staircases.sqm 4112.00 204.00 838848.00

    11.8 DSR 5.9.13 Vertical and horizontal fins individually or forming box

    louvers band, facias and eaves boards.   sqm 100.00 285.55 28555.00

    11.9 DSR 5.9.15 Small lintels not exceeding 1.5m clear span, moulding

    as in cornices, window sills, string courses,

    bands,copings, bed plates, anchor blocks and the like.

      sqm 6610.00 119.25 788242.50

    11.10 DSR 5.9.14 Extra for shuttering in circular work ( 20% of respective

    centering and shuttering items) for Roof beams   Sqm 19040.00 0.20 3808.00

    11.11 DSR 5.9.19 Weather shade, Chajjas, corbels etc., including edgesSqm 115.00 258.60 29739.00

    11.12 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

    cantilevers.   sqm 436.00 162.65 70915.40

    12 Extra for additional height in centering, shuttering where

    ever required with adequate bracing, propping etc.

    including cost of de-shuttering and decentering at all

    levels, over a height of 3.5m, for every additional height

    of 1 metre or part thereof (Plan area to be measured)

    12.1 DSR 5.11.1 Suspended floors, roofs, landing, beams and balconies

    (Plan area to be measured).   sqm 123276.00 70.20 8653975.20

    Steel Reinforcement

    13 DSR 5.22.6 Reinforcement for R.C.C. work including straightening,

    cutting, bending, placing in position and binding all

    complete. Upto plinth level.

    13.1 Thermo-Mechanical ly Treated bars. Fe500 Kg 1022768.00 42.70 43672193.60

    14 DSR

    5.22.A6

    Reinforcement for R.C.C. work including straightening,

    cutting, bending, placing in position and binding all

    complete. Above plinth level.

    14.1 Thermo-Mechanical ly Treated bars. Fe500 Kg. 2100765.00 42.70 89702665.50

    15 DSR 22.4 Providing and Placing in position suitable PVC water 

    stops confirming to IS 12200 for Construction /

    Expansion joints between two RCC members and fixed

    to the reinforcement with binding wire before concrete

    etc15.1 DSR 22.4.1 Serrated with central bulb (22.5mm wide , 8-11 mm th) metre 71.00 386.75 27459.25

    Total carried over to summary : Rs. 234414451.15

    C MASONRY WORKS

    1

    DSR 6.1.2

    Brick work with F.P.S. bricks of class designation 75 in

    foundation and plinth in: Cement mortar 1:6 (1 cement :

    6 coarse sand)cum 368.00 2121.75 780804.00

    2 Brick work with F.P.S. bricks of class designation 75 in

    superstructure above plinth level up to floor V level in all

    shapes and sizes in :

    2.1 DSR 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)cum 3398.00 2430.25 8257989.50

    3 DSR 6.12.2 Half brick masonry with F.P.S. brick of class designation

    75 in foundations and plinth in : cement mortar 1:4 (1

    cement : 4 coarse sand)Sqm 28.30 270.35 7650.91

    4 DSR 6.13.2 Half brick masonry with F.P.S. bricks of class

    designation 75 in superstructure above plinth level upto

    floor V level. cement mortar 1:4 (1 cement : 4 coarse

    sand)

    sqm 690.00 302.80 208932.00

    5 DSR 6.15 Extra for providing and placing in position 2 Nos. 6mm

    dia. M.S. bars at every third course of half brick masonry

    (with F.P.S. bricks).Sqm 690.00 47.80 32982.00

    Total C/o to Summary : Rs. 9288358.41

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    D WOOD, Structural STEEL WORKS

    1 DSR 10.2 Structural steel work riveted, bolted or welded in built up

    sections,trusses and framed work, including cutting,

    hoisting, fixing in position and applying a priming coat of 

    approved steel primer all complete:

    Kg 146575.00 46.35 6793751.25

    2 Supplying and f ixing rol ling shutters of approved make,

    made of required size M.S. laths interlocked together 

    through their entire length and jointed together at the end

    by end locks mounted on specially designed pipe shaft

    with brackets, side guides and arrangements for inside

    and outside locking with push and pull operation

    complete including the cost of providing and fixing

    necessary 27.5cm long wire springs grade No.2 and

    M.S. top cover of required thickness for rolling shutters.

    2.1 DSR 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top coverSqm 35.00 1208.45 42295.75

    3 DSR 10.7 Providing and fixing ball bearing for rolling shutters. each 10.00 356.50 3565.00

    4 DSR 9.48.2 Providing and fixing M.S. grills of required pattern in

    frames of windows etc. with M.S. flats, square or round

    bars etc. all complete.

    Fixed to openings /wooden frames with rawl plugs

    screws etc.  kg 270.00 64.40 17388.00

    5 Providing and fixing 1mm thick M.S. sheet door with

    frame of 40x40x6mm angle iron and 3mm M.S. gusset

    plates at the junctions and corners, all necessary fittings

    complete, including applying a priming coat of approved

    steel primer.

    5.1 DSR 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. sqm 7.00 1695.40 11867.80

    6 Providing and fixing hand rail of approved size by

    welding etc. to steel ladder railing, balcony railing and

    staircase railing including applying a priming coat of 

    approved steel primer.

    6.1 DSR

    10.26.2

      E.R.W. tubeskg 2765.00 82.25 227421.25

    Total C/o to Summary : Rs. 7096289.05

    E JOINERY WORKS

    1 DSR

    14.28.1

    Providing and fixing curtain rods of 1.25mm thick brass

    plates with two brass brackets fixed with brass screws

    and wooden plugs etc. wherever necessary complete.

    20 mm diameter. metre 227.00 116.20 26377.40

    2 DSR 21.4.2 Providing and fixing double action hydraulic floor spring

    of approved brand and manufacture IS : 6315 marked,

    for doors including cost of cutting floors as required,

    embedding in floors and cover plates with brass pivot

    and single piece M.S. sheet outer box with slide plate

    etc.complete as per the direction of Engineer-in-charge.

    With brass cover plate   each 50.00 1907.70 95385.00

    Total C/o to Summary : Rs. 121762.40

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    F FLOORING WORKS

    1 DSR 11.4 52 mm thick cement concrete flooring with concrete

    hardener topping under layer 40 mm thick cement

    concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

    stone aggregate 20 mm nominal size) and top layer 12

    mm thick cement hardener consisting of mix 1:2 (1

    cement hardener mix : 2 graded stone aggregate 6 mm

    nominal size) by volume .hardening compound is mixed

    @ 2 litre per 50kg of cement or as per manufacturers

    specifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete. (

    UTILITY BUILDING )

    sqm 405.00 286.50 116032.50

    2 DSR

    11.41.2

    Providing and laying vitrified floor tiles in different sizes

    (thickness to be specified by the manufacturer) with

    water absorption's less than 0.08% and conforming to IS

    : 15622 of approved make in all colours and shades, laid

    on 20mm thick cement mortar 1:4 (1 cement : 4 coarse

    sand) including grouting the joints with white cement and

    matching pigments etc., complete.

    2.1 Size of Tile 60x60 cm sqm 1650.00 1031.85 1702552.50

    3 DSR

    11.26.1

    Kota stone slab flooring over 20 mm (average) thick

    base laid over and jointed with grey cement slurry mixed

    with pigment to match the shade of the slab including

    rubbing and polishing complete with base of cement

    mortar 1 : 4 (1 cement : 4 coarse sand) :

    sqm 592.00 694.4 411084.80

    3.1 25 mm thick.

    4 DSR 11.27 Kota stone slabs 25 mm thick in risers of steps, skirting,

    dado and pillars laid on 12 mm (average) thick cement

    mortar 1:3 (1 cement 3 coarse sand) and jointed with

    grey cement slurry mixed with pigment to match the

    shade of the slabs, including rubbing and polishing

    complete.

    sqm 392.00 676.75 265286.00

    5 DSR 11.31 Extra for pre finished nosing in treads of steps of Kota

    stone/ Sand Stone Slab  metre 1264.00 26.40 33369.60

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    Item

    No.

    DSR Item

    No.

    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    6 DSR 11.5 62 mm thick cement concrete flooring with concrete

    hardener topping under layer 50 mm thick cement

    concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

    stone aggregate 20mm nominal size) and top layer 

    12mm thick cement hardener consisting of mix 1:2 (1

    cement hardener mix : 2 graded stone aggregate 6mm

    nominal size) by volume. Hardening compound is mixed

    @ 2 litre per 50kg of cement or as per manufactures

    specifications. This includes cost of cement slurry, but

    excluding the cost of nosing of steps etc. complete.

    sqm 7731.00 318.65 2463483.15

    7 DSR 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

    sand : 4 graded stone aggregate) finished with a floating

    coat of neat cement including cement slurry, but

    excluding the cost of nosing of steps etc. complete.

    7.1 40mm thick with 20 mm nominal size stone aggregatesqm 82.00 192.95 15821.90

    8 DSR 8.7.2 Providing and fixing cramps of required size & shape in

    RCC/ CC backing with cement mortar 1:2 ( 1 cement :2

    coarse sand) including drilling necessary hole in stones

    and embedding the cramp in the hole (fasstner to be

    paid separetely)

    8.1 Stainless Steel Cramps   kg 1153.00 529.5 610513.50

    9 DSR 8.8.1.2 Providing and fixing expansion hold fastners on CC/

    RCC surface backing including drilling necessary holes

    and the cost of bolt etc. complete. Wedges expansiontype

    9.1 Fastener with threaded dia 10 mm.each 6000.00 18.95 113700.00

    10 DSR 8.1.1.2 Marble work gang saw cut (polished and machine cut) of 

    thickness18mm for wall lining (veneer work) in cement

    mortar 1:3 (1 cement : 3coarse sand) including pointing

    with white cement mortar 1:2 (1 white cement : 2 marble

    dust) with an admixture of pigment to match the marble

    shade: (To be secured to the backing by means of 

    cramps, which shall be paid for separately).

    Raj Nagar Plain white marble/ Udaipur green marble/

    Zebra black marble.

    10.1 Area of slab over 0.50 sqmsqm 3000.00 1562.5 4687500.00

    11 8.2 Providing and fixing 18 mm thick gang saw cut mirror 

    polished premoulded and prepolished ), machine cut for kitchen platforms, vanity counters facias and similar 

    locations of required size of approved shade, colour and

    texture laid over 20 mm thick base cement mortar 1:4 (1

    cement : 4 coarse sand )with joints treated with white

    cement, mixed with matching pigment, epoxy touch ups,

    including rubbing, curing moulding and polishing to

    edge to give high gloss finish etc., complete at all levels.

    Granite of any colour and shade

    11.1 8.2.2.1 Area of slab upto 0.5 sqmsqm 30 2480.20 74406.00

    11.2 DSR 8.22.2 Area of slab over 0.50 sqm.sqm 50 2575.1 128755.00

    12 8.3 Extra for edge moulding to 18mm thick marble stone

    counters, Vanities etc., including machine polishing to

    edge to give high gloss finish etc., complete as per design approved by Engineer-in-charge.

    12.1 8.3.2 Granite work metre 225 97.60 21960.00

    13 8.4 Extra for fixing marble / granite stone over and above

    corresponding basic item, in facia and drops of width

    upto 150mm with epoxy resin based adhesive including

    cleaning etc., complete.

    metre 225 106.80 24030.00

    14 8.5 Extra for providing opening of required size & shape for 

    wash basins / kitchen sink in kitchen platform, vanity

    counters and similar location in marble / granite / stone

    work including necessary holes for pillar taps etc.,

    including rubbing and polishing of cut edges etc.,

    complete.

    each 80 151.00 12080.00

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    15 8.6 Mirror polishing on marble work / granite work / stone

    work where ever rquired to give high gloss finish

    complete.sqm 80 94.20 7536.00

    Total C/o to Summary : Rs. 10688110.95

    G Internal and External Finishes

    1 DSR 13.2.1 15 mm cement plaster on the rough side of single or half 

    brick wall of mix

    1.1 1:4 (1 cement:4 fine sand) sqm 16060.67 90.35 1451081.53

    2 DSR 13.22 Extra for plastering exterior walls of height more than 10

    m from ground level for every additional height of 3 m or 

    part thereof.sqm 5400.00 16.8 90720.00

    3 DSR 13.1.1 12 mm cement plaster of mix :1:4 (1 cement: 4 fine

    sand)sqm 20560.00 77.55 1594428.00

    4 DSR 13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand)

    finished with a floating coat of neat cement on the rough

    side of single or half brick wall.sqm 19150.00 128.5 2460775.00

    5 DSR 13.21 Extra for providing and mixing water proofingmaterial in

    cement plaster work in proportion recommended by the

    manufacturers.

    Per

    Bag of

    50kg of

    cement

    used in

    the mix

    3500.00 28.85 100975.00

    6 DSR13.16.1

    6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)sqm 1879.00 62.15 116779.85

    7 DSR

    13.37.1

    White washing with lime to give an even shade

    7.1 New work (three or more coats)Sqm 14809.00 6.75 99960.75

    8 DSR

    13.41.1

    Distempering with oil bound washable distemper of 

    approved brand and manufacture to give an even shade:

    New work (two or more coats) over and including priming

    coat with cement rimer.

    sqm 55770.67 41.55 2317271.34

    9 DSR

    13.47.1

    Finishing walls with Premium Acrylic Smooth exterior 

    paint with Silicone additives of required shade

    9.1 New work (Two or more coats applied @ 1.43 ltr/ 10

    sqm. over and including base coat of water proofing

    cement paint applied @ 2.20 kg/ 10 sqm).sqm 19150.00 60.1 1150915.00

    10 DSR13.62.10

    Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an even

    shade:10.1 Two or more coats on new work over an under coat of 

    suitable shade with ordinary paint of approved brand and

    manufacture.sqm 20560.00 51.3 1054728.00

    11 Finishing wal ls with textured exterior paint of required

    shade :

    11.1 DSR

    13.45.1

    New work (Two or more coats applied @ 3.28 ltr/10 sqm)

    over and including base coat of water proofing cement

    paint applied @ 2.20kg/10 sqm.sqm 338.00

    96.25

    32532.50

    12 Paint ing with synthetic enamel paint of approved brand

    and manufacture of required colour to give an even

    shade:

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    12.1 DSR

    13.62.1

    Two or more coats on new work over an under coat of 

    suitable shade with ordinary paint of approved brand

    and manufacturesqm 175.00

    51.3

    8977.50

    13 DSR 13.21 Extra for providing and mixing water proofing material in

    cement plaster work in proportion recommended by the

    manufacturers.

    Per

    bag of

    50kg.

    of

    cement

    used in

    55.00

    28.55

    1570.25

    Total C/o to Summary : Rs. 10480714.72

    H ROOFING WORKS

    1 DSR 12.50 Providing and fixing precoated galvanised iron profile

    sheets (size, shape and pitch of corrugation as approved

    by Engineer-in-charge) 0.50 mm + 5% total coated

    thickness (TCT), Zinc coating 120gsm as per IS: 277 in

    240mpa steel grade, 5-7 microns epoxy primer on both

    side of the sheet and polyester top coat 15-18 microns.

    Sheet should have protective guard film of 25 microns

    minimum to avoid scratches while transportation and

    should be supplied in single length upto 12 metre or as

    desired by Engineer-in-charge. The sheet shall be fixed

    using self drilling /self tapping screws of size (5.5x

    55mm) with EPDM seal or with polymer coated J or L

    hooks, bolts and nuts 8mm diameterwith bitumen and

    G.I. limpet washers or with G.I. limpet washers filled with

    white lead complete upto any pitch in horizontal/ vertical

    or curved surfaces excluding the cost of purlins, rafters

    and trusses and including cutting to size and shape

    wherever required.

    sqm 2820.00 440.65 1242633.00

    2 Providing and f ixing precoated galvanised steel sheet

    roofing accessories 0.50 mm + 5% total coated

    thickness (TCT), Zinc coating 120gsm as per IS: 277 in

    240mpa steel grade, 5-7 microns epoxy primer on both

    side of the sheet and polyester top coat 15-18 microns

    using self drilling/ self tapping screws or with polymer 

    coated J or L hooks, bolts and nuts and or G.I. seam

    bolts and nuts, G.I. plain and bitumen washers complete

    2.1 DSR Ridges plain (500 - 600mm). metre 56.00 458.15 25656.40

    2.2 DSR

    12.51.6

    Gutter .(600 mm over all girth).

    metre 120.00 547.8 65736.00

    2.3 DSR

    12.51.2

    Flashings / Aprons ( Up to 600 mm )metre 184.00 448.15 82459.60

    Total C/o to Summary : Rs. 1416485.00

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    I WATER PROOFING WORKS

    Water proofing for basement

    1 DSR 22.1 Providing and laying integral cement based treatment for 

    water proofing on horizontal surface at all depth below

    ground level for under ground structures as directed by

    Engineer-in-Charge and consisting of : i) Ist layer of 

    22mm to 25mm thick approved and specified rough

    stone slab over a 25mm thick base of cement mortar 1:3

    (1 cement : 3 coarse sand) mixed with water proofing

    compound conforming to IS:2645 in the recommended

    proportion over the leveling course (leveling course to be

    paid separately). Joints sealed and grouted with cement

    slurry mixed with water proofing compound. ii) 2nd layer 

    of 25mm thick cement mortar 1:3 (1 cement: 3 coarse

    sand) mixed with water proofing compound in

    recommended proportions. iii) Finishing top with stone

    aggregate of 10mm to 12mm nominal size spreading @

    8 cudm/sqm thoroughly embedded in the 2nd layer.

    1.1 DSR 22.1.1 Using rough kota stone.Sqm 5593.00 545.1 3048744.30

    2 DSR 22.2 Providing and laying integral cement based treatment for 

    water proofing on the vertical surface by fixing specified

    stone slab 22 mm to 25mm thick with cement slurry

    mixed with water proofing compound conforming to

    IS:2645 in recommended proportions with a gap of 

    20mm (minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurry

    mixed with water proofing compound and finishing the

    exterior of stone slab with cement mortar 1:3 (1 cement :

    3 coarse sand) 20mm thick with neat cement punning

    mixed with water proofing compound in recommended

    proportion complete at all levels and as directed by

    Engineer-in-charge

    2.1 DSR 22.2.1 Using rough Kota stoneSqm 1800.00 647.85 1166130.00

    3 DSR 22.3 Providing and laying water proofing treatment to vertical

    and horizontal surfaces of depressed portions of W.C.,

    kitchen and the like consisting of :

    i) Ist course of applying cement slurry @ 4.4 Kg/sqm

    mixed with water proofing compound conforming to IS

    2645 in recommended proportions including rounding off 

     junction of vertical and horizontal surface.

    IInd course of 20mm cement plaster 1:3 (1 cement : 3

    coarse sand) mixed with water proofing compound in

    recommended proportion including rounding off junction

    of vertical and horizontal surface.

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    IIIrd course of applying blown or residual bitumen applied

    hot at 1.7 Kg. per sqm of area.

    3.1 IVth course of 400 micron thick PVC sheet. (Overlaps at

     joints of PVC sheet should be 100 mm wide and pasted

    to each other with bitumen @ 1.7 Kg/sqm.)Sqm 813.00 272.5 221542.50

    4 DSR 22.14 Grading roof for water proofing treatment with

    4.1 DSR

    22.14.1

    Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

    graded stone aggregate 20 mm nominal size)   Cum 400.00 3314.95 1325980.00

    5 DSR

    12.21.1

    Providing gola 75x75 mm in cement concrete 1:2:4 (1

    cement : 2 coarse sand : 4 stone aggregate 10mm and

    down gauge) including finishing with cement mortar 1:3

    (1 cement : 3 fine sand) as per standard design :

    5.1 In 75x75mm deep chase metre 400.00 67.35 26940.00

    6 DSR 12.22 Making khurras 45x45 cm with average minimum

    thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

    coarse sand : 4 graded stone aggregate of 20 mm

    nominal size) over P.V.C. sheet

    1mx1mx400micron, finished with 12mm cement plaster 

    1:3 (1 cement : 3 coarse sand) and a coat of neat

    cement rounding the edge sand making and finishing the

    outlet complete

    each 60.00 108 6480.00

    7 DSR

    12.41.2

    Providing and fixing on wall face unplasticised Rigid

    PVC rain water pipes conforming to IS : 13592 Type A

    including jointing with seal ring conforming to IS : 5382

    leaving 10 mm gap for thermal expansion.(i) Single

    socketed pipes.7.1 110 mm diameter   metre 1105.00 163.4 180557.00

    8 Providing and fixing on wall face unplasticised - PVC

    moulded fittings/ accessories for unplasticised Rigid

    PVC rain water pipes conforming to IS : 13592 Type A

    including jointing with seal ring conforming to IS : 5382

    leaving 10 mm gap for thermal expansion.

    8.1 DSR

    12.42.1.2

    Couplers 110 mmEach 240.00 101.65 24396.00

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     Amount in (Rs)

    8.2   DSR

    12.42.5.2

    BEND 87.5 degree ( 110 mm Bend )Each 122.00 134.2 16372.40

    8.3 DSR

    12.42.6.2

    Shoe (Plain) 110 mmEach 122.00 263.1 32098.20

    9 Providing and fixing on wall face Unplasticised - PVC

    moulded fittings/ accessories for Unplasticised Rigid

    PVC rain water pipes conforming to IS : 13592 Type A

    including jointing with seal ring conforming to IS : 5382

    leaving 10 mm gap for thermal expansion.

    Bend 87.5°

    9.1 DSR

    12.42.5.1

    75 mm bendeach 2.00 88.4 176.80

    Shoe (Plain)

    9.2 DSR

    12.42.6.1

    75 mm Shoeeach 2.00 152.25 304.50

    10 DSR 19.16 Providing Orange colour saftey foot rest of minimum 6

    thick mm Plastic encapsulated as per IS 10910 on 12

    mm dia steel bar conforming IS 1786 having minimum

    cross section as 23mm X 25 mm and over all minimum

    length 263 mm and Width as 165mm with minimum

    112mm space between protued legs having 2mm tread

    on top surface by ridding chequred besides beside

    necessary and adequate anchoring projections on tail

    length on 138mm as per standard drawing and suitable

    with stand and bend test and chemical resistence test as

    per specifications and having manufacture's permenentidentification mark to be visible even after finishing,

    including fixing in manhole with 30x20x15 cm cement

    concrete block 1:3:6 (1 cement: 3 course sand: 6 graded

    stone aggregate 20mm nominal size) complete as per 

    design

    10.1 With 20 mm diameter round bareach 40.00 182.4 7296.00

    11 DSR 19.18 Supplying and fixing C.I. cover without frame for 

    manholes:

    11.1 DSR

    19.18.1

    455x610 mm rectangular C.I. cover (light duty) the

    weight of the cover to be not less than 23 kg.   each 3.00 1007.45 3022.35

    12 DSR 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x

    45 cm dry brick honey comb shaft with bricks of class

    designation 75 and S.W. drain pipe 100 mm diameter,

    1.8 m long complete as per standard design.

    12.1 DSR

    19.32.1

    With F.P.S. brickseach 2.00

      9938.619877.20

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    13 DSR 19.7 Constructing brick masonry manhole in cement mortar 

    1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with

    1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

    aggregate 20 mm nominal size), foundation concrete

    1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

    aggregate 40mm nominal size) inside plastering 12mm

    thick with cement mortar 1:3 (1 cement : 3 coarse sand)

    finished with floating coat of neat cement and making

    channels in cement concrete 1:2:4 (1 cement : 2 coarse

    sand : 4 graded stone aggregate 20mm nominal size)

    finished with a floating coat of neat cement complete as

    per standard design :

    DSR 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I.

    cover with frame (heavy duty) 560 mm internal diameter,

    total weight of cover and frame to be not less than 208

    kg (weight of cover 108 kg and weight of frame 100 kg) :

    13.1 With F.P.S. bricks with class designation 75 each 9.00   15673.85 141064.65

    14 DSR 19.8 Extra for depth for manholes

    14.1 DSR

    19.8.2.1

    Size 120 x 90 cm with F.P.S bricks with class

    designation 75  metre 2.00 3179.95 6359.90

    15 Providing and fixing square-mouth S.W. gully trap class

    SP-1complete with C.I. grating brick masonry chamber 

    with water tight C.I.cover with frame of 300 x300 mm size

    (inside) the weight of cover tobe not less than 4.50 kgand frame to be not less than 2.70 kg as perstandard

    design15.1 DSR 19.4.1 100x100mm size plate

    15.2 DSR with F.P.S. bricks class designation 75 each 2.00 935.15   1870.30

    16 DSR

    12.43.2

    Providing and fixing unplasticised -PVC pipe clips of 

    approved design to unplasticised - PVC rain water pipes

    by means of 50x50x50mm hard wood plugs, screwed

    with M.S. screws of required length including cutting

    brick work and fixing in cement mortar 1:4 (1 cement : 4

    coarse sand) and making good the wall etc. complete. -

    110MM

    Each 1200.00 96.9 116280.00

    17 DSR 12.44 Providing and fixing to the inlet mouth of rain water pipe

    cast iron grating 15 cm dia and weighing not less than

    440 grms

    Each 120.00 23.4 2808.00

    18 DSR 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S.

    sheet box for ceiling fan clamp of internal dia 140mm,

    73mm height, top lid of 1.5mm thick M.S. sheet with its

    top surface hacked for proper bonding, top lid shall be

    screwed into the cast iron/ M.S. sheet box by means of 

    3.3mm dia. round headed screws, one lock at the

    corners. Clamp shall be made of 12mm dia M.S. bar 

    bent to shape as per standard drawing.

    Each 100.00 81.2 8120.00

    19 DSR 16.68 Providing and laying 60mm thick factory made cement

    concrete interlocking paver block of M -30 grade made

    by block making machine with strong vibratory

    compaction and of approved size and design/ shape

    laid in required colour and pattern over and including

    50mm thick compacted bed of course sand, filling the

     joints with coarse sand etc. all complete as per the

    direction of Engineer-in-charge.

    sqm 1000.00 346.35 346350.00

    Total C/o to Summary : Rs. 6702770.10

    J ROAD WORKS

    1 DSR 16.1 Preparation and consolidation of subgrade with power 

    road roller of 8 to 12 tonne capacity after excavating

    earth to an average of 22.5 cm depth, dressing to

    camber and consolidating with road roller including

    making good the undulations etc. and rerolling the

    subgrade and disposal of surplus earth lead upto 50

    metres.

    Sqm 2400.00 33.90 81360.00

    2 Supplying and stacking at site

    2.1 DSR

    16.3.10

    MoorumCum 40.00 421.85 16874.00

    2.2 DSR 16.3.6 Stone screening 13.2 mm nominal size (Type A). cum 20.00 892.25 17845.00

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    2.3 DSR 16.3.7 Stone screening 11.2 mm nominal size (Type B).cum 20.00 979.40 19588.00

    2.4 DSR 16.3.1 90 mm to 45 mm size stone aggregate.cum 240.00 742.30 178152.00

    2.5 DSR 16.3.2 63 mm to 45 mm size stone aggregate.cum 240.00 768.45 184428.00

    3 DSR 16.6.1 Supply, Stacking and Spreading 6 mm thick red bajri,

    watering and rolling complete including preparation of 

    the surface and rolling with road roller/hand roller.Sqm 720.00 6.70 4824.00

    4 DSR 16.4 Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications including

    spreading in uniform thickness, hand picking , rolling

    with 3 wheeled road / vibratory roller 8-10 tonne in

    stages to proper grade and camber, applying and

    brooming requisite type of screening / binding material

    to fill up interstices of coarse aggregate watering and

    compacting to the required density .

    cum 480.00 192.55 92424.00

    5 DSR 16.43 Providing and laying design mix cement concrete in

    roads, taxi tracks and runways having a minimum works

    test beam flexural strength of 30 kg. per cm2. at 28 days

    using not less than 340 Kg. of cement per cum of 

    finished concrete, coarse sand and graded stone

    aggregate of 40mm nominal size in appropriate

    proportions as per specified design criteria approved by

    Engineer-in-charge mechanically vibrated using needle

    and surface vibrators including steel form work with

    sturdy M. S. channel sections including curing and

    providing and filling construction joints and dummy joints

    with shalijet primer or equivalent including rounding of 

    the edges and filling the grooves 10x25mm deep at top

    for construction joints and 10mmx50mm deep at top for 

    dummy joints with joint sealing compound (conforming to

    grade B of IS : 1834) including making necessary

    arrangements for expansion joints etc. all complete.

    cum 330 3692.40 1218492.00

    6 DSR 16.44 Extra for providing and mixing hard crete of approved

    quality as per manfuacture specification.   Litre 2244 33.70 75622.80

    7 DSR16.45 Providing and fixing in position premoulded joint filler in

    expansion joints.

    per

    cm.

    depth

    per

    7500 2.00 15000.00

    8 DSR 16.46 Providing and laying in position bitumen hot sealing

    compound for expansion joints etc.

    per

    cm.depth

    per

    1500 1.10 1650.00

    8.1 Using grade ‘A’ sealing compound.

    9 DSR 19.6 Providing and laying non-pressure NP2 class (light duty)

    R.C.C. pipes with collars jointed with stiff mixture of 

    cement mortar in the proportion of 1:2 (1 cement : 2 fine

    sand) including testing of joints etc. complete:

    9.1 DSR 19.6.5 a)450 mm dia. R.C.C. pipemetre 115.00 499.55 57448.25

    9.2 DSR 19.6.7 b)600 mm dia. R.C.C. pipemetre 85.00 895.10 76083.50

    Total C/o to Summary : Rs. 2039791.55

    K Stone Work

    1 DSR 7.40 Providing and fixing dry cladding upto 10 metre heights

    with 30mm thick gang saw cut stone with (machine cut

    edges) of uniform colour and size upto 1mx1m, fixed to

    structural steel frame work and/ or with the help of 

    cramps, pins etc. and sealing the joints with approved

    weather sealant as per Architectural drawing and

    direction of Engineer-in-charge. (The steel frame work,

    stainless steel cramps and pins etc. shall be paid for 

    1.1 DSR 7.40.2  White sand stone or bansi- paharpur stoneSqm 1 851.86 1382.35 2559918.67

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    2 DSR 7.41 Providing and fixing structural steel frame (for dry

    cladding with 30 mm thick gang saw cut with machine

    cut edges sand stone) on walls at all heights using M.S.

    square/ rectangular tube in the required pattern as per 

    architectural drawing including cost of cutting, bending,

    welding etc. The framework shall be supported in wall

    with the help of MS brackets/lugs of angle iron/ flats etc.

    which shall be welded to theframe and embedded in

    brick wall with cement concrete block 1:2:4 (1 cement :2

    coarse sand :4 graded stone aggregate 20mm nominal

    size) of size 300x230x300mm including cost of 

    necessary centring and shuttering and with approved

    expansion hold fasteners on CC/RCC surface including

    drilling necessary holes.

     Approved cramps/ pinsetc. shall be welded to the frame

    work to support stonecladding the steel work will be

    given a priming coat of Zinc primer as approved by

    Engineer-in-charge and painted with two or more coats

    of epoxy paint (Shop drawings shall be submitted by the

    contractor to the Engineer-in-charge for approval before

    execution). The frame work shall be fixed in true

    horizontal & vertical lines/planes. (Only structural steel

    frame work shall be measured for the purpose of 

    payment, stainless steel cramps shall be paid for 

    separately and nothing extra shall be paid.)

    Kg 142450.77 77.80 11082669.85

    3 DSR 7.42 Providing and fixing adjustable stainless steel cramps of 

    approve quality and of required shape and sizeadjutable with stainless steel nuts bolts and washer (

    total weight not less than 260 gms) for dry stone

    cladding fixed on frame work at suitable location

    including making necessary recesses in stane slab,

    drilling required holes etc. complete as per direction of 

    en   ineer in char e.

    Each 7000.00 272.50 1907500.00

    4 DSR 7.39 Extra for stone work for wall lining on exterior wallsof 

    height more than 10 m from ground level for every

    additional height of 3 m or part there of.Sqm 800.00 40.75 32600.00

    Total C/o to Summary : Rs. 15582688.52

    L PLUMBING AND SANITATION

    1 Providing and f ixing water closet squatting pan (Indian

    type W.C. pan ) with 100mm sand cast Iron P or S trap,

    10 litre low level white P.V.C. flushing cistern with

    manually controlled device (handle lever) conforming to

    IS : 7231, with all fittings and fixtures complete including

    cutting and making good the walls and floors wherever 

    required :

    DSR 17.1.1White Vitreous china Orissa pattern W.C. pan of size

    580x440mm with integral type foot rests.   Each 10.00 2304.65 23046.50

    INTERNAL WATER SUPPLY

    2 Providing and fixing Chlorinated Polyvinyl Chloride

    (CPVC) pipes, having thermal stability for hot & cold

    water supply including all CPVC plain & brass threaded

    fittings i/c fixing the pipe with clamps at 1.00 m spacing.

    This includes jointing of pipes & fittings with one step

    CPVC solvent cement and the cost of cutting chases

    and making good the same including testing of joints

    complete as per direction of Engineer in charge.

    Concealed work including cutting chases and makingood the walls, etc

    2.1 DSR 18.8.1

    15 mm nominal outer dia .Pipes.Metre 125.00 155.15 19393.75

    2.2 DSR 18.8.2

    20 mm nominal outer dia .Pipes.Metre 40.00 175.50 7020.00

    3 Providing and fixing Chlorinated Polyvinyl Chloride

    (CPVC) pipes, having thermal stability for hot & cold

    water supply including all CPVC plain & brass threaded

    fittings i/c fixing the pipe with clamps at 1.00 m spacing.

    This includes jointing of pipes & fittings with one step

    CPVC solvent cement and the testing of joints complete

    as per direction of Engineer in charge.

    Internal work - Exposed on wall

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    3.1 DSR 18.7.2

    20 mm nominal outer dia .Pipes.Metre 50.00 115.65 5782.50

    3.2 DSR 18.7.3

    25 mm nominal outer dia .Pipes.Metre 75.00 150.40 11280.00

    3.3 DSR 18.7.4

    32 mm nominal outer dia .Pipes.Metre 60.00 196.35 11781.00

    3.4 DSR 18.7.5

    40 mm nominal outer dia .Pipes.Metre 45.00 275.05 12377.25

    3.5 DSR 18.7.6

    50 mm nominal outer dia .Pipes.Metre 35.00 418.50 14647.50

    4   Providing and fixing bal l val ve   (brass) of approvedquality , high or low pressure, with plastic floats complete

    4.1 DSR

    18.18.3

    25 mm nominal outer dia .pipesEach 20.00 385.90 7718.00

    5 Providing & f ixing gunmetal gate valve with CI wheel of 

    approved quality (screwed end);

    5.1 DSR 25 mm nominal bore Each 10.00 285.50 2855.00

    5.2 DSR 32 mm nominal bore Each 10.00 358.00 3580.00

    5.3 DSR

    18.17.3

    40 mm nominal boreEach 5.00 399.00 1995.00

    5.4 DSR

    18.17.4

    50 mm nominal boreEach 5.00 578.20 2891.00

    5.5 DSR

    18.17.5

    65 mm nominal boreEach 6.00 831.75 4990.50

    5.6 DSR

    18.17.6

    80 mm nominal boreEach 4.00 1369.25 5477.00

    EXTERNAL WATER SUPPLY 

    6 Providing and fixing Chlorinated Polyvinyl Chloride

    (CPVC) pipes, having thermal stability for hot & cold

    water supply including all CPVC plain & brass threaded

    fittings. This included jointing of pipes & fittings with one

    step CPVC solvent cement, trenching, refilling & testing

    of joints complete as per direction of Engineer in Charge

    External work

    6.1 DSR 18.9.7

    62.50 mm nominal inner dia Pipes.Metre 3 0.00 1217.80 36534.00

    6.2 DSR 18.9.8

    75 mm nominal inner dia .Pipes.Metre 65.00 1590.75 103398.75

    7 Constructing masonry Chamber 120x120x100 cm, inside

    with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

    surface box 100 mm. top diameter, 160 mm bottom

    diameter and 180 mm deep ( inside) with chained lid and

    RCC top slab 1:2: 4 mix ( 1 cement: 2 Course sand: 4

    graded stone aggregate 20mm nominal size) necessary

    execavation foundation concrete 1:5:10 ( 1 cement: 5

    Fine sand: 10 graded stone aggregate 40mm nominal

    size) and inside plastering with cement motar 1:3 (1

    Cement: 3 Course Sand) 12mm thick finished with a

    floting coat of neat cement complete as per standard

    design:

    7.1 DSR

    18.35.1

    With F.P.S. bricksEach 2.00 8528.75 17057.50

    8 Providing and fixing GUN METAL NON-RETURN

    VALVE of approved quality (screwed end)

    8.1 DSR18.19.5.1

    65 mm nominal bore - Horizontal Each 2.00 1282.10 2564.20

    8.2 DSR

    18.19.5.2

    65 mm nominal bore - VerticalEach 2.00 1467.95 2935.90

    8.3 DSR

    18.19.6.1

    80 mm nominal bore - HorizontalEach 2.00 1812.25 3624.50

    8.4 DSR

    18.19.6.2

    80 mm nominal bore - VerticalEach 2.00 2390.70 4781.40

    9 Providing and fixing enclosed type water meter (bulk

    type) conforming to IS : 2373 and tested by Municipal

    Board complete with bolts, nuts, rubber insertions etc.

    (The tail pieces if required will be paid separately) :

    9.1 DSR

    18.60.1

    80 mm dia nominal boreEach 1.00 2448.40 2448.40

    9.2 DSR

    18.60.2

    100 mm dia nominal boreEach 1.00 3719.80 3719.80

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    Description of Item Unit Quantity Rate (in

    Rs.)

     Amount in (Rs)

    9.3 DSR

    18.60.3

    150 mm dia nominal boreEach 1.00 5261.80 5261.80

    10 Providing and f ixing C.I. dir t box strainer for bulk type

    water meter with nuts, bolts, rubber insertions etc.

    complete conforming to IS : 2373 :

    10.1 DSR

    18.61.1

    80 mm diaEach 1.00 3110.45 3110.45

    10.2 DSR

    18.61.2

    100 mm dia.Each 1.00 4672.20 4672.20

    10.3   DSR

    18.61.3

    150 mm diaEach 1.00 6067.85 6067.85

    11 DSR 18.48 Providing and placing on terrace (at all floor levels)

    polyethylene water storage tank ISI : 12701 marked with

    cover and suitable locking arrangement and making

    necessary holes for inlet, outlet and overflow pipes but

    without fittings and the base support for tank.

    litres 20000.00 5.25 105000.00

    INTERNAL DRAINAGE

    12 Providing and fixing soil, waste and vent pipes :

    Centrifugally cast (spun) iron socketed pipe as per IS:

    3989.

    12.1   DSR

    17.35.1.2

    100 mm dia.metre 150.00 730.40 109560.00

    12.2 DSR

    17.35.2.2

    75 mm dia.metre 400.00 629.85 251940.00

    13 Providing and fixing M.S. holder-bat clamps of approved

    design to Sand Cast iron/cast iron (spun) pipe

    embedded in and including cement concrete blocks

    10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4

    graded stone aggregate 20mm nominal size) including

    cost of cutting holes and making good the walls, etc

    13.1 DSR

    17.37.1

    For 100 mm dia. Pipeeach 25.00 65.35 1633.75

    13.2   DSR

    17.37.2

    For 75 mm dia. Pipeeach 70.00 63.00 4410.00

    14 Providing and fixing bend of required degree with access

    door, insertion rubber washer 3 mm thick, bolts and nuts

    complete.

    Sand cast iron S&S as per IS - 3989

    14.1   DSR

    17.38.1.2

    100 mmeach 50.00 291.00 14550.00

    14.2   DSR

    17.38.2.2

    75 mmeach 50.00 230.90 11545.00

    15 Providing and fixing single equal plain junction of  

    required degree with access door, insertion rubber 

    washer 3 mm thick, bolts and nuts complete.

    Sand cast iron S&S as per IS - 3989

    15.1 DSR

    17.43.1.2

    100x100x100 mmeach 25.00 489.60 12240.00

    15.2   DSR

    17.43.2.2

    75x75x75 mmeach 25.00 364.45 9111.25

    16 Providing and fixing single unequal junction of required

    degree with access door, insertion rubber washer 3 mmthick, bolts and nuts complete :

    Sand cast iron S&S as per IS - 3989

    16.1   DSR

    17.47.1.2

    100x100x75 mmeach 30.00 637.10 19113.00

    17 Providing and fixing terminal guard:

    Sand cast iron S&S as per IS - 3989

    17.1   DSR

    17.56.1.2

    100 mmeach 65.00 194.60 12649.00

    17.2 DSR

    17.56.2.2

    75 mmeach 65.00 177.45 11534.25

    18 Providing lead caulked joints to sand cast iron/

    centrifugally cast (spun) iron pipes and fittings of 

    diameter:

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    Description of Item Unit Quantity Rate (in

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     Amount in (Rs)

    18.1   DSR

    17.58.1

    100 mmeach 120.00 126.50 15180.00

    18.2   DSR

    17.58.2

    75 mmeach 120.00 107.80 12936.00

    19 Providing and fixing M.S. stays and clamps for sand cast

    iron/ centrifugally cast (spun) iron pipes of diameter :

    19.1   DSR

    17.59.1

    100 mmeach 10.00 48.25 482.50

    19.2 DSR

    17.59.2

    75 mmeach 10.00 41.55 415.50

    20 Providing and f ixing trap of self cleansing design with

    screwed down or hinged grating with or without vent arm

    complete, including cost of cutting and making good the

    walls and floors :

    20.1 100 mm inlet and 100 mm outlet

    DSR

    17.60.1.1

    Sand cast iron S&S as per IS: 3989.each 110.00 544.30 59873.00

    20.2 100 mm inlet and 75 mm outlet

    DSR

    17.60.2.1

    Sand cast iron S&S as per IS - 3989each 110.00 573.35 63068.50

    EXTERNAL DRAINAGE

    21

    DSR 19.4

    Providing and fixing square-mouth S.W. gully trap Class

    SP-1 complete with C.I. grating brick masonry chamber 

    with water tight C.I. cover with frame of 300 x300 mm

    size (inside) the weight of cover to be not less than 4.50

    kg and frame to be not less than 2.70 kg as per standard

    design :

    100x100 mm size P type

    21.1   DSR

    19.4.1.1

    With F.P.S. Bricks class designation 75each 10.00 935.15 9351.50

    22

    DSR 19.7

    Constructing brick masonry manhole in cement mortar 

    1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with

    1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

    aggregate 20 mm nominal size), foundation concrete

    1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

    aggregate 40mm nominal size) inside plastering 12mm

    thick with cement mortar 1:3 (1 cement : 3 coarse sand)

    finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse

    sand : 4 graded stone aggregate 20mm nominal size)

    finished with a floating coat of neat cement complete as

    per standard design :

    Inside size 120x90 cm and 90 cm deep including C.I.

    cover with frame (medium duty) 500 mm internal

    diameter, total weight of cover and frame to be not less

    than 116 kg (weight of cover 58 kg and weight of frame

    58 kg) :

    22.1 DSR

    19.7.2.1

    With F.P.S. bricks class designation 75each 16.00 11882.20 190115.20

    23 Extra for depth for manholes

    Size 120x90 cm

    23.1 DSR

    19.8.2.1

    With F.P.S. bricks class designation 75

    Metre 35.00 3179.95 111298.25

    24 Constructing masonry Chamber 120x120x100 cm, inside

    with 75 class designation brick work in cement mortar 

    1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

    surface box 100 mm. top diameter, 160 mm bottom

    diameter and 180 mm deep ( inside) with chined lid and

    RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4

    graded stone aggregate 20 mm nominal size) necessary

    excavation foundation concrete 1:5:10 (1 cement : 5 fine

    sand : 10 graded stone aggregate 40 mm nominal size)

    and inside plastering with cement mortar 1:3 (1 cement :

    3 coarse sand) 12 mm thick finished with a floating coat

    of neat cement complete as per standard design :

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     Amount in (Rs)

    24.1   DSR

    18.35.1

    With F.P.S. brickseach 2.00 8528.75 17057.50

    25 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x

    45 cm dry brick honey comb shaft with bricks of class

    designation 75 and S.W. drain pipe 100 mm diameter,

    1.8 m long complete as per standard design.

    25.1   DSR

    19.32.1

    With F.P.S. brickseach 2.00 9938.60 19877.20

    Total C/o to Summary : Rs. 1393953.15

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    Item

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    Description of Item Unit Quantity Rate in

    figures (in

    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

     All doors and frames shall be finished with etched

    primer coating, stove zinc phosphate primer and

    thermosetting polyurethane aliphatic grade paint of 

    approved RAL colour. The door leaf and frame

    shall have passed minimum 250 hours of salt

    spray test.

    Rate should include supply and installation of door 

    and hardware set as mentioned in the door and

    hardware schedule in the technical specifications

    (Section-3)a

    Steel door single leaf of size: D3 1000x2400mm

    without vision paneleach 7

    b

    Steel door single leaf of size: D4 900x2400mm

    without vision paneleach 7

    c

    Steel door single leaf of size: D3 1000x2400mm

    without vision panel  each 7

    d

    Steel door single leaf of size: D4 900x2400mmwithout visionpanel each 7

    e

    Steel door single leaf of size: D3 1000x2400mm

    without visionpanel  each 6

    Steel door double leaf of size: D2 1500x2400mm

    with vision panel  each 2

    g

    Steel door double leaf of size: D2 1500x2400mm

    without vision panel  each 1

    h

    Steel door double leaf of size: D6 1500x2400mm

    with 200x300mm vision panel (Un Equal Shutter)each 1

    i

    Steel door double leaf of size: D1 2000x2400mm

    with 150x750mm vision paneleach 22

     j

    Steel door double leaf of size: D1 2000x2400mm

    with 200x300mm vision paneleach 1

    k

    Steel door double leaf of size: D1 2000x2400mm

    with 150x750mm vision paneleach 2

    l

    Steel door double leaf of size: D2 1500x2400mm

    with 150x750mm vision panel  each 1

    m

    Steel door double leaf of size: D1 2000x2400mm

    with 150x750mm vision panel  each 1

    n

    Steel door single leaf of size: D4 900x2400mm with

    200x300mm visionpaneleach 4

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    figures (in

    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    o

    Steel door single leaf of size: D3 1000x2400mm with

    200x300mm visionpaneleach 5

    p

    Steel door single leaf of size: D3 1000x2400mm with

    200x300mm visionpaneleach 1

    q

    Steel door single leaf of size: D4 900x2400mm with

    200x300mm visionpaneleach 7

    Steel door single leaf of size: D4 900x2400mm

    without visionpaneleach 1

    s

    Steel door double leaf of size: D2 1500x2400mm

    with 200x300mm vision paneleach 7

    t

    Steel door double leaf of size: D1 2000x2400mm

    with vision panel

    each 8

    u

    Steel door double leaf of size: D2 1500x2400mm

    with 200x300mm vision paneleach 5

    v

    Steel door single leaf of size: D4 900x2400mm

    without visionpaneleach 6

    w

    Steel door single leaf of size: D4 900x2400mm with

    200x300mm visionpaneleach 1

    x

    Steel door single leaf of size: D3 1000x2400mm

    without visionpaneleach 8

    y

    Steel door double leaf of size: D1 2000x2400mm

    with 200x300mm vision panel  each 4

    z

    Steel door double leaf of size: D6 1500x2400mm

    with vision panel (Un Equal Shutter)each 2

    3 Providing and fixing of Stainless Steel toilet partitions

    and cubicles with doors and hardware for fixing and

    mounting of the panels as manufacture

    specifications and by Approved vendor. The scope of work includes complete in all respect and as per the

    direction of Engineer in charge

    Construction of cubicles : The panels should be

    constructed for 25mm and doors for 22mm thick

    sandwiched skin with the infill material of honey

    comb core. The core should be bonded with resin

    and should have a flat face on either side. All panels

    should have a built in feature to be totally sight proof 

    on all four corners for better privacy. Standard gap of 

    150mm on sides and on the moving element has to

    be provided unless otherwise specified. Cubicles

    should have a provision for mounting of the toilet

    hardware like handrails, hinges, locks with indicator,

    coat hooks as specified. All panels should be fully

    protected with the self adhesive film and to be

    removed at the handing over of the cubicles.

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    Item

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    Description of Item Unit Quantity Rate in

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    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    Type : Floor Mounted with legs: The cubicles are

    mounted on the Stainless Steel legs. Support bars

    on top for stability and integrity which in turn is

    connected to solid wall support. Wall brackets and

    corner brackets to be used while assembling the

    cubicles. In addition the door should have a self-

    closing hinge and an indicator slip latch or bolt with a

    knob outside.

    Material / Finish / Hardware : A. All toilet partitions

    and cubicles should be made out of first gradestretched level quality Stainless Steel conforming to

    SS304 grade. All products should be made out of 

    0.6mm (22g) Stainless Steel sheet.Door Hardware:

    Heavy duty, Stainless Steel.

    1. Top & Bottom Hinge: Surface Mounted, with

    Stainless Steel pin in the plane of the door.2. Latch:

    Surface mounted, with emergency access. 3. Coat

    Hook and Bumper : Surface mounted 4. Wall

    Brackets: For wall support and mounting the panels.

    C. Legs should be made out of Stainless Steel as

    specified. D. All support and locking accessories

    should be Stainless Steel as specified.

    Installation :All cubicles should be checked for 

    dimensional accuracy before start of installation. Any

    variations in the agreed site conditions or civil

    structure should be addressed before installing the

    panels and doors. The internal fittings like WC

    related works should be completed in all aspects

    before the anels are ositioned. All installationCubicle Size is 1800 MM X 1300 MM   each 65.00

    4 Supplying and Fixing of Unplasticised Poly Vinyl

    Chorlide (UPVC) Casement Window of approved

    make, using UPVC reinforced profiles of required

    sizes. The minimum wall thickness for the external

    surfaces shall not be less than 2.5mm. The system

    must have minimum 3 sealed chambers, for the

    casement shutter and mullion section capable of 

    mountingsingle / double glazing system, structurally

    reinforced with hot dip galvanized steel with 120GSM

    of miniumum thickness of 1.8mm prefabricated and

    welded through fusion welding. the window shall be

    fitted with 5mm thick tinted / float glass of reputedmake duly fitted with EPDM weathering seal and

    accesories likefriction stay hinges of stainless steel

    grade 304-2Nos per sash, handle with with zamak

    alloy casting 1 No per sash, multipoint locking

    system suitably concealed 1 No per sash and the

    system is to be installed at site using anchor 

    fasteners, silicon sealant, easy galzing / deglazing at

    site etc., including cost and conveyance of all

    material, accessories, labour charges for 

    transportation, erection at site complete for finished

    item of work

    Sqm 42.00

    Total C/o to Summary : Rs.

    C FLOORING WORKS

    1 Providing and laying Vitrified Ceramic floor tiles 600

    mmx 600 mm (thickness to be specified by the

    manufacturer) of 1st quality conforming to IS :15622

    of approved make in colours such as White, Ivory,

    Grey, Fume Red Brown, laid on 20 mm thick Cement

    Mortar 1:4 (1 Cement : 4 Coarse sand) including

    pointing the joints with white cement and matching

    pigment etc., complete.(IMOLA or its equivalent)

    sqm 600.00

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    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    2 Providing and fixing Ist quality ceramic vitrified wall

    tiles conforming to IS : 15622 (thickness to be

    specified by the manufacturer ) of approved make in

    all colours, shades except burgundy, bottle green,

    black of any size as approved by Engineer-in-Charge

    in skirting, risers of steps and dados over 12 mm

    thick bed of cement Mortar 1:3 (1 cement : 3 coarse

    sand) and jointing with grey cement slurry @ 3.3kg

    per sqm including pointing in white cement mixed

    with pigment of matching shade complete. ( Size 600MM X 300 MM ) IMOLA or its equivalent

    sqm 1910.00

    3   Providing flooring with best quality approved colour 

    granite slab not less than 20 mm thick of size not

    less than 1200 x 900 mm/ 900 x 600/ 600x600 mm,

    machine cut with water ( without kerosene ) and

    factory high pre-polished, set in cement mortar 1:4 to

    a thick not less than 20 mm (for surface contact of 

    the bottom of the granite slab) as per approved

    pattern/design using irrespective of size and shape,

    including finishing the joints with Cement Slurry

    and cutting, edge chamfering and polishing with tin-

    oxide / high gloss factory polish as per  

    manufacturer's Specification and as directed.

    Grinding after laying for level adjusment shall not be

    permitted.

    Rate shall include for preparation of base surface &

    finished the surface, protection with gypsum/pop

    layer over plastic sheet and removing the same

    before handing over,work at all levels and as

    directed by Engineer-in-charge.

    sqm 2520.00

    4   Extra for providing and fixing step risers and treads

    in place of f loor ing with approved colour granite

    slab of thickness not less than 20 mm in single

    piece for each step rounded or patterned as per 

    drawing over a bed of C.M 1:4, 20 mm thick, all

    edges machine cut, machine polished including

    cutting, Flame the Granite in the edges to a width of 

    25mm(Entrance steps), making groove to the

    specified size in the edges( Staicase steps),

    chamfering and edge polishing to rough,medium,

    nice, acid wash and tin oxide polishing as per manufacturers specification and as directed. Rate

    shall include for preparation of base surface, jointing

    with matching cement slurry, work at all levels etc

    complete, all as directed by Engineer-in-charge.

    Sadarahalli Grey/Steel grey sqm 500.00

    5 Extra for providing and fixing 125 mm high skirting in

    place of flooring with best qual i ty approved colour 

    granite   slab of thickness not less than 20 mm,

    machine cut and machine high pre-polished set in

    C.M 1:3, 12 mm thick uniformly beyond the backing

    mortar / plastered surface and finishing the joints

    with white cement slurry at all levels and all as

    directed. Rate shall include for preparation of 

    surface, chasing of wall and acid cleaning, edge

    chamfering and polishing.

    metre 1440.00

    Sadarahalli Grey/Steel grey

    Total C/o to Summary : Rs.

    D BARICADING WORKS

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    Rate in words (in

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     Amount (in Rs.)

    1 Providing, supplying and fixing temporaray

    barrication with GI sheet at all height up to 3.0m and

    soft partition with green fibre cloth up to 17.0M for 

    the entire width of the proposed extension side

    providing temporary barication around the proposed

    construction with necessary GI sheet, MS Pipe

    vertical and horizontal supports with holding clamps ,

    temporary barigator shall be removed after 

    completinon of project or as per directed by the

    client. the entire structure to abide all the safetyregulations. contractor to ensure adequate size of 

    support member to ensure total safety of barication

    for the entire duration of project

    Sqm 4500.00

    Total C/o to Summary : Rs.

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     Amount (in Rs.)

    E GLA ZING WORK S

    1 Unitized structural glazing (for complete system) :-

    Prepration of shop drawing, detailing providing and

    fixing Unit ized s truc tu ral g lazing sys tem   with

    vision panel and vision on spandral panel shall have

    Insulated Glazed unit - 24 mm thick (6mm glass + 12

    mm airgap+ 6mm glass) of approved make and as

    specified and work shall be completed as per 

    direction of engineer in charge. Rate including

    f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f  glass which will be measured separately. (REFER

    DETAILS AT SECTION -3 TECH SPECS)

    INCLUDING FRAMES, SECTIONS ETC...

    Sqm 1,360

    2 Punched window/St rip w indow (System):   for 

    complete system prepration of shop drawing,

    detailing, providing and fixing Unitized structural

    glazing system with Punched window / Strip

    window  either on the same plane of the unitized

    structural glazing system or recessed as per drawing

    with Insulated Glazed unit - 24 mm thick (6mm glass

    + 12 mm airgap+ 6mm glass) of approved make and

    as specified and work shall be completed as per 

    direction of engineer in charge. Rate including

    f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f  

    glass which will be measured separately. (REFERDETAILS AT SECTION -3 TECH SPECS)

    Sqm 50

    3 Hardwares for Top hung windows: Extra rate over 

    & above the structural glazing item above for 

    providing top hung openable outward shutter of size

    as shown in the approved drawing and to be

    provided and fixed on the same plane of the

    Unit ised s truc tu ral g lazing sys tem   with same

    shade & make of glass with the specified hardwares

    excluding the cost of Insulated glazed unit specified

    and work shall be completed as per direction of 

    engineer in charge.(REFER DETAILS AT SECTION -

    3 TECH SPECS)

    Each

    set  20

    4 Insulat ion for Spandrel :   Rock wool slab - 64

    Kg/cum and having 'K' value of 0.033 w/Mok - 50 mm

    thick wrapped with factory pressed Black glass tissue

    and using 1.0mm thick powder coated G.I tray withfold alround to a height of 100mm minimum as

    thermal insulation to be fixed behind Composite

    panel cladding area as mentioned. All the edges

    between powder coated M.S tray and frame to be

    sealed with Non-Staining weather silicon sealant of 

    approved make.(REFER DETAILS AT SECTION -3

    TECH SPECS)

    Sqm 1,360

    5 Swing / Openable door :

    complete system for the openable door with patch

    fittings. Providing and fixing the openable Double /

    Single leaf door with patch fittings. Rate shall include

    the cost for supplying and fixing of laminated glass

    12.52 mm thick and having 6 mm thick as outer 

    panel and 5 mm thick as inner panel with interlayer 

    of 1.52 mm thick PVB - santry Glass plus of Dubond

    make. Both outer and Inner pane shall be uncoated

    clear glass of Saint Gobain or Asahi make and both

    panes shall be toughened, supply & fixing of 

    hardwares and necessary accessories etc.. (REFER

    DETAILS AT SECTION -3 TECH SPECS)

    INCLUDING FRAMES, SECTIONS ETC...

    a Double Leaf door as per the details above.   Sqm 70 

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    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    6 Fixed window sy stem using WCP/ 'U' channel:

    Fixed window system:   designing, providing and

    fixing "fixed window system" having laminated glass -

    13.52 mm thick of approved make. Rate includes

    supplying and fixing the laminated glass 13.52 mm

    thick and having 6 mm thick as outer panel and 6

    mm thick as inner panel with interlayer of 1.52 mm

    thick PVB - santry Glass plus of Dubond make. Outer 

    pane glass shall be reflective coated glass - Sunergy

    Clear of Asahi make or ST 167 of Saint gobainmake. Inner pane shall be uncoated clear glass and

    both panes shall be toughened and heat soak tested

    and continuous WCP at top and Aluminium 'U'

    channel at bottom etc.. (REFER DETAILS AT

    SECTION -3 TECH SPECS) INCLUDING FRAMES,

    SECTIONS ETC...

    Sqm 500

    Supply of glass

    7 Glass for Structural Glazing system complete: Supply

    of glass as per the options given below to the

    respective place to fix the glass on the system as

    described in Technical specification. Fixing the glass

    shall form part of the system and shall include in the

    cost quoted under respective item. Refer Technical

    specification for the glass performance, processing,

    thickness and coating of glass, tint and other 

    parametres like heat treatment process etc. Allpanes of glass shall be heat strengthened.

    Mode of Measurement :

    Glass on structural Glazing & others : Length and

    breadth of the superficial area of the finished work

    shall be measured centre to centre of the grooves on

    the external surface viewed externally correct to a

    centimetre under the respective items. Areas shall

    be calculated in a square metre correct to two places

    of decimal. (REFER DETAILS AT SECTION -3

    TECH SPECS) ETC...

    Vision Panel & Spandrel Panel :  Insulated Glass -

    24 mm thick with 6 mm thick Reflective coated glass

    on both surface - ET 725 of Saint Gobain or  

    equivalent as outer pane and 12 mm airgap and 6

    mm thick uncoated clear glass as inner pane of 

    same make. Both panes are heat strengthened. Rate

    exclude fixing of glass, fixing of glass shall form part

    the system cost quoted. The glass will be selected at

    appropriate time by Client / Architect.

    Sqm 1,410

    8 Vision Panel & Spandrel Panel :  Insulated Glass -

    24 mm thick with 6 mm thick Reflective coated glass

    on both surface - SKN 744 of Saint Gobain or  

    equivalent as outer pane and 12 mm airgap and 6

    mm thick uncoated clear glass as inner pane of 

    same make. Both panes are heat strengthened. Rate

    exclude fixing of glass, fixing of glass shall form part

    the system cost quoted. The glass will be selected at

    appropriate time by Client / Architect. . ( REFER

    DETAILS AT SECTION -3 TECH SPECS)

    Sqm 10

    9 Laminated sandwiched composi te panel (ACP)cladding system

    Providing, supplying, fixing complete system (Dry

    wall cladding)   including providing and fixing the

    system to clad the Aluminium composite panel (ACP

    with Mineral Core) as per the specification on the.

    external surface the external surface like column,

    wall, jambs, sills, projected area, ceiling or any

    surface to any profile and shape, horizontally,

    vertically, sloped, curved, circular etc complete.

    (REFER DETAILS AT SECTION -3 TECH SPECS)

    INCLUDING FRAMES ,SECTIONS ETC...

    Sqm 2,800.00

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    Item

    No.

    Description of Item Unit Quantity Rate in

    figures (in

    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    10 Providing, supplying, fixing complete system

    including providing and fixing Aluminium composite

    panel (ACP with Mineral Core) to clad the external

    surface of the Canopy, screen wall and Pergola as

    per profile and shape shown in the Drawing with

    necessary Hot dip Galvanised Structural steel

    support to clad the ACP and all support to be

    designed to withstand the Design wind pressure and

    the specification specified above etc complete. Base

    support will be measured under respective itemseparately.

    NOTE :- Base structural steel frame work for ACP

    cladding covered under this item shall be measured

    separately under the respective Item, but the frame

    work required for cladding shall be part Items rate

    quoted in this items. (REFER DETAILS AT

    SECTION -3 TECH SPECS) INCLUDING FRAMES

    Sqm 100.00

    11   providing and applying Cold Bituminous coat ing

    (Vapour barrier) on the External wall behind

    Composite panel cladding area etc as mentioned.

    (REFER DETAILS AT SECTION -3 TECH SPECS)

    Sqm 2,820 

    12   providing and fixing in position Hot rolled structural

    steel   Members / Sections at all levels. (REFER

    DETAILS AT SECTION -3 TECH SPECS)

    INCLUDING FRAMES, SECTIONS ETC…

    Kg 25 

    Total C/o to Summary : Rs.

    F Insulation, Granite Cladding

    Insulation

    1 Providing and fixing Rock wool - 50 mm thick - 64 Kg

    / cum and having ‘K’ value of 0.023 w / M deg k of 

    approved make conforming to IS - 8183 / BS 3958 /

     ASTM C 612 on the spandrel panel area i.e, behind

    the ACP / glass and for smoke seal at sill level.

    These wool should be covered with Black tissue

    factory pressed - 0.50 mm thick (Nominal Mass - 60

    Kg/cum) to conform Non combustibility Class - fire

    rating to BS 476 - part 7 & IS 3808 and fixed by using

    GI Angle / channel of required size as base and the

    wool shall be tied with 22 gauge G.I. wire in criss-

    cross manner into Galvanised angle / Channel to

    the structure and shall be covered with powder coated M.S sheet 1mm thick. Rock wool should be

    fixed to the main aluminium frame work between

    mullion & transom on each side with the gap of 25 to

    30 mm from the inner surface of the Glass/ACP (i.e

    behind the spandrel panel glass / ACP area / stone

    cladding). Insulation tray shall be fixed in between

    the transoms & mullions and tray shall have fold on

    all 4 sides to the extend of 75mm on all 3 sides and

    100 mm at bottom.

    Sqm 110.00

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    Item

    No.

    Description of Item Unit Quantity Rate in

    figures (in

    Rs.

    Rate in words (in

    Rs.)

     Amount (in Rs.)

    Granite Cladding

    1 Providing and fixing Granite slab - Dry type fixing

    using approved colour granite slab (Basic cost of 

    Granite not less than Rs.200/- per sq.ft) thickness as

    specified in Schedule of Quantities and size as per 

    drawing subject to the size of slab is not less than

    600x600 mm to the maximum extent. Rate shall

    include providing smaller size of granite if 

    necessitated to form a Patten or at corners and no

    extra cost is payable, if any additional cutting,polishing is involved. Each granite slab is to be

    individually supported using 4 Nos.of stainless steel

    clamps of size 75 x 50 x 5 mm two each at top and

    bottom with necessary SS screws & bolts and all SS

    shall be 300 series - 316 Grade. Each SS clamp will

    be fixed to the wall using two numbers of MS

    oxidized non-corrosive expansion anchor fasteners

    of size 10 mm head, 6 mm dia. and 100 mm length

    for masonry work , 10 mm head, 6 mm dia. and 75

    mm length for RCC areas. SS clamps with the

    lipping of 12 mm height shall be fixed into the Granite

    at the top & bottom in the cut groove on the granite

    with groove cut is being 20mm long, 8mm wide.

     Any corner or junction slab which may be of smaller 

    size should also be supported similarly. Each slab

    will also have similar 2 clamps at the top, balance

    gaps in the grooves after placing the Clamps in the

    granite shall be filled with suitable adhesive of 

    approved make to ensure that the clamps are fixed

    stable and not loosened. There will be no gaps seen

    between the granite slabs in elevation or provide 3

    mm Gap between the Granite slabs as directed. All

    the edges of the Granite slab shall have "V" cut or 

    Half / Full round chamfered finish both horizontal and

    vertical joints. It has to be ensured that the slabs are

    perfectly vertical and in plumb. Gaps between the

    granite slabs are to be filled with clear silicone non

    staining sealant of approved make and all as per 

    manufacturer specifications. Rate shall include

    providing the Granite slab matching the groove /

    elevation lines to close the gaps on the top and sides

    to prevent water or any insects coming through the

    gap between wall and Dry fixing Granite.

    Rate shall include for using the water cut Granite

    slab (Kerosine cut not permitted either at factory or at

    site), procuring the Granite from well recognized

    approved quarry / supplier’s with control over quarry

    and mixing of quarry / supplier’s for same shade

    shall not be permitted under no circumstances and

    also to be ensured that the shade of Granite

    procured from single source will be uniform and no

    colour or pattern variation and charges for groove

    cutting in granite to fix SS clamps, Ch


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