table 1: schedule of quantities schedule of …4 aluminium-t (for roofing) sqm 54.6 5 accessories...

NATIONAL INSTITUTE OF TECHNOLOGY PATNA (An Institution of National Importance under MHRD, Govt. of India)

ASHOK RAJPATH, PATNA-800 005 (INDIA)

___________________________________________________________________________

TENDER INVITATION

Ref No. NITP/ ESU/06/2019-20 Date: 30.07.2019

Dear Sir/s

Sealed tenders are invited by the undersigned upto 10.08.2019 till 1:00 PM from registered

agencies/contractors/firms/ for Pre-fabricated structure including steel structure, roofing, cladding

and related works for Proposed New Faculty House Second Floor at NIT Patna campus. Please

submit your lowest rates for supplying the under mentioned work. Quotations must be reached to office

of the undersigned, NIT Patna on or before 10.08.2019 and should contain the following information:

1. Full specification and make of the item offered and its rate F.O.R. NIT Patna

2. GST at concessional rate as applicable to educational institution.

3. Your GST registration number, PAN and TIN numbers.

4. Conditions of work and terms of payment.

5. Please give undertaking as per annexure-1-A & 1-B.

Quotation must be sent in a sealed envelope with word “QUOTATION”, our reference number, and due

date as given above, clearly marked over it. Quotations from approved and eligible contractors of

approved class for the following work(s) are only allowed.

The Notice Inviting Tender is displayed at Website www.nitp.ac.in. Tender received will be opened on

10.08.2019 at 3.30 P.M. in the presence of the authorized representative of Tenderers, if they so desire,

at NIT Patna.

TABLE 1: SCHEDULE OF QUANTITIES

Name of work:- Pre-fabricated structure including steel structure, roofing, cladding and related works

for Proposed New Faculty House Second Floor ; NIT Patna campus

SCHEDULE OF QUANTITIES

Sr.

No. Description of the works Unit Qty

Unit

Rate (In

INR)

Amount

(In INR) Remarks

A Puff Panel Details (With Steel Structure)

1 Inner /Outer puff panel (60 mm Thick) for

outer and inner sqm 577.5

2 Supply of 40mm puff panel for ceiling sqm 351.75

3 Ridge (for roofing) sqm 26.25

4 Aluminium-T (for roofing) sqm 54.6

5 Accessories for installation (POP Rivit,

silicon, Gitti Screw etc.) sqm 929.25

B PEB Structure Details

1

Supply of PEB structure in IS-800 code,

Material 250 MPa with complete design and

drawing along with two coat red oxide primer

with two coat enamel color paint

Kg 4500

2 Supply of PPGI color coated sheet, 0.5 mm Kg 354.75

thick

C Other Civil Work Detail

1

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length ( hold fast lugs or dash

fastener shall be paid for separately). Second

class teak wood .

cum 0.95

2

Providing and fixing ISI marked flush door

shutters conforming to IS :2202 (Part I)

decorative type, core of block board

construction with frame of 1st class hard

wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face

veneers on both faces of shutters. 35 mm

thick including ISI marked Stainless Steel

butt hinges with necessary screws.

sqm 33.50

3

Providing and fixing factory made 30 mm

thick door shutter made of solid PVC foam

profile. The styles & rails shall be of size 75

mm x 30 mm having wall thickness 5 mm.

The styles, top & bottom rails shall have one

side wall thickness of 15 mm integrally

extruded on the hinge side of the profile for

better screw holding power. The styles and

rails shall be reinforced with M.S. tubes of

size 33 mm x 17 mmx 1 mm, painted with

primer , all four corners of reinforcement to

be welded or sealed. Solid PVC extruded

bidding (push fit type) will be set inside the

styles and the rails with a cavity, to receive

single piece extruded 5mm PVC sheet as

panel. The styles and rails will be mitred cut

and joint with the help of PVC solvent

cement & self driven self tapping screws.

Single piece extruded solid PVC lock rail of

size 100 mm x 30 mm with wall thickness 5

mm & 15 mm integrally extruded in the

middle of the lock rail & fixed with styles

with the help of PVC solvent cement & self

driven self tapping screws of size 100mm x 8

mm complete as per manufacturer's

specifications and direction of Engineer-in-

charge. Decorative finish (both side wood

grained finish)

sqm 14.18

4

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating

not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete

4.1 300x16 mm each 16.00

4.2 250x16 mm each 9.00

5

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868 )


shade, with necessary screws etc. complete :

5.1 300x10 mm each 32.00

5.2 150x10 mm each 18.00

6

Providing and fixing aluminium handles, ISI

marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868)


shade, with necessary screws etc. complete

6.1 125 mm each 32.00

6.2 100 mm each 18.00

7

Providing and fixing aluminium hanging

floor door stopper, ISI marked, anodised

(anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required

colour and shade, with necessary screws etc.

complete. Twin rubber stopper

each 16.00

8

Brick work with common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

8.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 15.45

9

Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth

level up to floor V level.

9.1 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 64.92

10

Providing and laying ceramic glazed tiles in

floor with different sizes (thickness to be

specified by the manufacturer), with water

absorption less than 0.08% and conforming to

IS:15622, of approved brand & manufacturer,

in all colours and shade, laid with cement

based high polymer modified quick set tile

adhesive (water based) conforming to IS :

15477, in average 6 mm thickness, including

grouting of joints (Payment for grouting of

joints to be made separately).

10 Size of Tile 300x300 mm (minimum) sqm 274.68

11

Grouting the joints of flooring tiles having

joints of 3 mm width, using epoxy grout mix

of 0.70 kg of organic coated filler of desired

shade (0.10 kg of hardener and 0.20 kg of

resin per kg), including filling / grouting and

finishing complete as per direction of

Engineer-in-charge.

11 Size of Tile 300x300 mm (minimum) sqm 274.68

12

Providing and laying Ceramic glazed floor

tiles of size 300x300 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),

Jointing with grey cement slurry @ 3.3

kg/sqm including pointing the joints with

white cement and matching pigment etc.,

complete.

sqm 37.57

13

Providing and fixing Ist quality ceramic

glazed 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.

sqm 158.17

14

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM

rubber/ neoprene gasket etc. Aluminium

sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever

required including cleat angle, Aluminium

snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as

per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and

dash fasteners to be paid for separately) :

14 For fixed portion

14.1.

1

Powder coated aluminium (minimum

thickness of powder coating 50 micron) kg 126.00

14

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of

EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately)

14.2.

1

Powder coated aluminium (minimum

thickness of powder coating 50 micron) kg 396.00

15

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

gasket etc. complete as per the architectural

drawings and the directions of engineer-in-

charge. (Cost of aluminium snap beading

shall be paid in basic item):

15 With float glass panes of 4.0 mm thickness

(weight not less than 10 kg/ sqm) sqm 28.08

16

Providing and fixing stainless steel (SS 304

grade) adjustable friction windows stays of

approved quality with necessary stainless

steel screws etc. to the side hung windows as

per direction of Engineer in- charge complete.

16 255 X 19 mm each 70.00

17

Providing and fixing anodised aluminium

grill (anodised transparent or dyed to required

shade according to IS: 1868 with minimum

anodic coating of grade AC 15) of approved

design/pattern, with approved standard

section and fixed to the existing window

frame with C.P. brass/ stainless steel screws

@ 200 mm centre to centre, including cutting

the grill to proper opening size for fixing and

operation of handles and fixing approved

anodised aluminium standard section around

the opening, all complete as per requirement

and direction of Engineer-in-charge. (Only

weight of grill to be measured for payment)

kg 168.48

18 12 mm cement plaster of mix :

18 1:6 (1 cement: 6 fine sand) sqm 198.16

19

Distempering with oil bound washable

distemper of approved brand and manufacture

to give an even shade :

19

New work (two or more coats) over and

including water thinnable priming coat with

cement primer

sqm 110.00

20 Finishing walls with Acrylic Smooth exterior

paint of required shade :

20

New work (Two or more coat applied @ 1.67

ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

sqm 89.00

21

Polishing on wood work with ready mixed

wax polish of approved brand and

manufacture :

21 New work sqm 75.36

22

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.

22 110 mm diameter metre 102.00

23

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.

23 Coupler

23.1.

1 110 mm each 8.00

23 Single pushfit Coupler

23.2.

1 110 mm each 8.00

21 Single tee with door

21.3.

1 110x110x110 mm each 16.00

21 Single tee without door

21.4.

1 110x110x110 mm each 16.00

22 Bend 87.5°

21.5.

1 110 mm bend each 32.00

22

Providing and fixing unplasticised -PVC pipe

clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50

mm 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.

22 110 mm each 50.00

23

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

pipe, 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 :

23 W.C. pan with ISI marked white solid plastic

seat and lid each 8.00

24

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32 mm

C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

require:

24

White Vitreous China Flat back wash basin

size 550x 400 mm with single 15 mm C.P.

brass pillar tap

each 8.00

25

Providing and fixing Stainless Steel A ISI

304 (18/8) kitchen sink as per IS:13983 with

C.I. brackets and stainless steel plug 40 mm,

including painting of fittings and brackets,

cutting and making good the walls wherever

required :

25 Kitchen sink without drain board

25.1.

1 610x460 mm bowl depth 200 mm each 8.00

26

Providing and fixing P.V.C. waste pipe for

sink or wash basin including P.V.C. waste

fittings complete.

26 Semi rigid pipe

26.1.

1 32 mm dia each 16.00

27

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

cleats with CP brass screws with concealed

fittings arrangement of approved quality and

colour.

27

600 mm long towel rail with total length of

645 mm, width 78 mm and effective height of

88 mm, weighing not less than 190 gms.

each 8.00

28

Providing and fixing PTMT liquid soap

container 109 mm wide, 125 mm high and

112 mm distance from wall of standard shape

with bracket of the same materials with snap

fittings of approved quality and colour,

weighing not less than 105 gms.

.Each 8.00

29

Providing and fixing 600x450 mm beveled

edge mirror of superior glass (of approved

quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

each 8.00

30

Providing and fixing 8 mm dia C.P. / S.S. Jet

with flexible tube upto 1 metre long with S.S.

triangular plate to Eureopean type W.C. of

quality and make as approved by Engineer -

in - charge.

each 8.00

31

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply,

including all CPVC plain & brass threaded

fittings, including fixing the pipe with clamps

at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent

cement and testing of joints complete as per

direction of Engineer in Charge. Internal

work - Exposed on wall.

31 40 mm nominal outer dia Pipes metre 82.00

32

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 making good the walls etc.



33 Providing and fixing uplasticised PVC

connection pipe with brass unions :

33 45 cm length

33.1.

1 15 mm nominal bore each 40.00

34 Providing and fixing C.P. brass shower rose

with 15 or 20 mm inlet :

34 100 mm diameter each 8.00

35 Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :


36

Providing and fixing C.P. brass long nose bib

cock of approved quality conforming to IS

standards and weighing not less than 810

gms.


37

Providing and fixing C.P. brass stop cock

(concealed) of standard design and of

approved make conforming to IS:8931.


38

Providing and fixing C.P. brass angle valve

for basin mixer and geyser points of approved

quality conforming to IS:8931.

38 15mm nominal bore each 40.00

PRICE SCHEDULE FOR PROPOSED BUINDING

1. Tenderer shall provide detailed breakup of his offer quoted above in Table -1. Offer without the

appropriately filled data in Table -1 shall not be acceptable.

2. In case of any additional work over and above the work mentioned in this tender document or

drawings and to be executed at the Site within project duration, contractor shall be bind to take

up the same on top priority to match with the project schedule and milestones. The contractor

shall not be paid any extra amount for such additional works up to 2% of Contract value.

TECHINICAL SPECIFICATIONS

The technical specifications, design considerations and Scope of supply given below are for the

general guidance of the Tenderer and shall not be considered as exhaustive. Structure shall be

designed for the satisfactory performance of the functions for which the same is to be constructed.

Details/ specifications not appearing in the list, but required to complete the work, shall be

considered as part of the Scope and Tenderer’s offer shall be considered to include the same. If the

Tenderer has contemplated any variation in specifications/ scope described below, the same shall be

clearly mentioned in a separate statement attached with his offer.

[A] Material and Related Specifications

1. All structural steel used shall be either of Fy = 350 MPa or Fy= 250 MPa as per IS: 2062-2011

and manufactured by SAIL, TATA, and JINDAL.

2. All structural steel primary members (including cleats, brackets, sag rods, bracings, stays etc.)

shall be shot-blasted (S.A 2.5) and painted with a coat of Epoxy primer to provide minimum

Dry Film thickness of 50 micron at the Fabrication shop. The structural steel shall be cleaned

and applied two coats of approved Epoxy Paint at shop to provide minimum Dry Film thickness

of 50 ± 5 micron for each coat. The interval between two coats should be 24 hours. Touch up

coat of same paint at site shall be provided before erection, as required. Total paint thickness

shall not be less than 150 micron DFT at any surface. The surfaces at connections (laps) shall

receive both the coats properly at shop. Final touch up of same color shall be made after

erection also.

3. All secondary members shall be made of cold formed sections having min. yield strength of Fy

= 280 MPa.

4. All cold formed sections should be pre galvanized having minimum 275 GSM thickness of

Galvanizing.

5. All Galvalume cladding sheet panels (outside and internal partitions, if any) shall be Hi-rib

(trapezoidal) Silicone Modified Polyester coated (SMP coated) 26 gauge (min. 0.50 mm TCT)

pre-color coated Galvalume sheets of min. 550 Mpa yield strength.

6. Galvalume roofing sheet panels as shown in the drawings shall Standing Seam profile type

panels Silicone Modified Polyester coated (SMP coated) 24 gauge (min. 0.58 mm TCT) pre-

color coated Galvalume sheets of min. 345 Mpa yield strength.

7. Galvalume roofing and cladding sheets shall be produced out of Tata BlueScope / Dongbu /

JSW made coils. The sheets shall be of AZ 150 class (Aluminum zinc coating of 150 grams per

sq. meter.) with coated alloy of 55% Aluminum, 43.5% Zinc and 1.5% Silicon and of approved

color with top surface coated with 20-25 microns of coating (including 5-micron epoxy primer)

and bottom service coat with 10-15 microns. Sheet material & painting shall confirm to ASTM

standards ASTM A 792 and ASTM A 755. Sample and shade of the sheets shall be got

approved from the Engineer prior to the procurement.

8. The Bidder will provide the material test certificate for all the material coming to site.

9. Fasteners used for fixing the sheeting panels shall be approved make selftapping type with

metal washer & neoprene washer and shall have matching color hex. Head. Preferred make

Coroshiled, Hilti or equivalent.

10. Lapping of sheeting panels at sides & ends shall have 6 mm wide x 5 mm thick butyl tape

sealer having nontoxic, non-shrinking, nondrying and non-asphaltic properties.

11. Solid or closed cell Ethylene Polypropylene Terpolymer type Foam filler/ closures having same

profile as sheeting panels shall be provided at eaves, ridge and other locations as per industry

norms & good engineering practice to make the building reasonably dust proof.

12. Supplying & fixing 4 mm radiant heat reflective insulation material for roofing made of

polyethylene air bubble film of Aerolam make or approved equivalent, laminated with

aluminum foil on both side etc. complete as per manufacturer’s specification including placing,

fixing with wire mesh, jointing, tapping, etc.

13. Roof as well as wall cladding of the building shall have 2 mm thick UV Resistant Poly

Carbonate translucent sheets of GE, Lexan or equivalent make, as approved by the Engineer-in-

charge. PC sheets shall have same profile as roofing / cladding sheets. PC sheets shall be

provided as shown in attached tender drawings.

14. Gutter size shall be adequately designed for minimum 50 mm/hour rainfall intensity and shall

be made out of min. 3 mm thick black M.S. Sheet having min. yield strength of 240 Mpa.

Gutter shall be shot blasted on both inner and outer side. 1 coat of Epoxy primer + 2 coat of PU

paint shall be applied at both inner side and outer side of gutter for anti-corrosion. After

erection, all joints of gutter shall be coated with anti-corrosive & waterproof paint (Kemper or

approved equivalent) over primer as per paint manufacturer’s specifications on the inner side.

15. Downspouts shall be adequately sized, in adequate numbers and shall be made of 26 G color

coated galvanized plain sheet. Each down spout shall have an elbow at the bottom and shall be

supported by attachment to the wall cladding at maximum 3 m. centers, if required.

16. Galvanized Welded wire mesh of 50x50x2 mm shall be provided and fixed in proper position

as shown on drawing including structural supports and making doors including hardware as

required.

17. Liner Panel at loading area - Low-rib (trapezoidal) regular modified polyester coated (RMP

coated) 26 gauge (min. 0.50 mm TCT) pre-color coated galvalume sheets of min. 550 Mpa

yield in RM/FG area under the roof insulation. Insulation shall be fixed with the liner panel

with approved adhesive.

Note:

1. The above quantities are approximate. It may increase or decrease.

2. Work must be executed in full within 30 days from the date of receipt of the order.

3. The contractor(s) shall inspect the site of work before quotation and acquaint himself with the

site conditions. A contractor shall be deemed to have full knowledge of the site whether he

inspects it or not and no extra charge consequent on any misunderstanding of otherwise shall be

allowed.

4. All the material to be arranged by the contractor

5. The contractor whose quotation is accepted will also be required to furnish either copy of

applicable licenses registration or proof of applying for obtaining labour licenses registration

with EPFO/ESIC/BOCW welfare board and programme chart (Time and progress) with the

period.

6. The competent authority does not bind itself to accept the lowest or any other bid and reserves

to itself the authority to reject any or all the bids received without the assignment of any reason.

All bids in which any of the prescribed condition is not fulfilled or any condition including that

of conditional rebate is put forth by the bidders shall be summarily rejected.

7. Canvassing whether directly or indirectly, in connection with bidders is strictly prohibited and

the bids submitted by the contractors who resort to canvassing will be liable for rejection.

8. The competent authority does not bind itself to accept the lowest or any other bid and reserves

to itself the authority to reject any or all the bids received without the assignment of any reason.

All bids in which any of the prescribed condition is not fulfilled or any condition including that

of conditional rebate is put forth by the bidders shall be summarily rejected.

9. Canvassing whether directly or indirectly, in connection with bidders is strictly prohibited and

the bids submitted by the contractors who resort to canvassing will be liable for rejection.

10. Penalty @ 1% per week and a maximum of 10% will be deducted from the invoice in case of

delay in work.

Registrar

NATIONAL INSTITUTE OF TECHNOLOGY PATNA

(An Institution of National Importance under MHRD, Govt. of India)


Annexure 1-A

TO BE SUBMITTED ALONG WITH QUOTATION

Following proforma should be filled in and duly signed by the firm and sent along with the quotation.

1. Validity of the offer : …………………………………….

2. Approximate Delivery Period : ……………………………………..

3. (a) Whether the prices are inclusive of GST and :

other taxes as applicable : YES / NO

(b) If not, kindly specify the amount / rate : …………………………………

4. RTGS details Beneficiary Name:

Account No:

Bank Name:

IFSC Code:

Amount (in Rs.):

6. Whether any discount for educational institution

offered by the contractor. : YES / NO

Please mention the amount / percentage. : ………………………………………

7. Please mention the GST/PAN/TAN Numbers. : ……………………………………

Signature of the Authorised Official with

Seal

NATIONAL INSTITUTE OF TECHNOLOGY PATNA

(An Institution of National Importance under MHRD, Govt. of India)


ANNEXURE1-B

TO BE SUBMITTED ALONG WITH QUOTATION

UNDERTAKING

WE HEREBY UNDERTAKE THE FOLLOWING:

1. That the goods on which GST has been charged are not exempted for payment of GST under

G.S.T. Act or the rules made there under and the amount mentioned on account of GST on

goods is not more than what is payable under the provisions of the relevant Act or Rules made

there under.

2. That the goods / Stores / work offered shall be of the best quality and workmanship and their

supply will be strictly in accordance with the technical specifications and particulars as

detailed in the quotation.

3. That the information furnished by us in the quotation is true and correct to the best of our

knowledge and belief.

4. That we have read and understood the terms and conditions and agree to abide by them.

Authorised

Signatory (Seal)

table 1: schedule of quantities schedule of …4 aluminium-t (for roofing) sqm 54.6 5 accessories...

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