Deposite work of various M.O.W. and maintenance of Court Building Berasia Bhopal

Deposite work of various M.O.W. and maintenance of Court Building Berasia Bhopal 1st Call P.A.C.34.26 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 90 Days

Deposite work of various M.O.W. & maintenance of Court Building Berasia Bhopal

Building SOR wef 01.01.2024 Probable Amount of Contract - Rs. 34.26 Lakh

All kinds of soil.

All kinds of soil

Ordinary rock

Hard rock (requiring blasting)

Hard rock (blasting prohibited)

All kinds of soil.

Ordinary or hard rock.

With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)

Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.

With 20mm nominal size graded stone aggregate.

M-25 – Grade concrete

M-20 – Grade concrete

M-15 – Grade concrete

M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate )

With 40mm nominal size graded stone aggregate.

M-15 - Grade concrete

M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate

With fly ash.

1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size)

1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size)

Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash.

With 20mm nominal size graded stone aggregate

M-25 – Grade concrete

M 20 – Grade concrete

M 15 – Grade concrete

M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate

With 40mm nominal size graded stone aggregate

M-15 - Grade concrete

M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate

Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth.

above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc.

Above plinth: Columns, pillars, posts and struts.

M-15 (With 20mm nominal size graded stone aggregate)

M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate

M-25 (With 20mm nominal size graded stone aggregate)

M-20 (With 20mm nominal size graded stone aggregate)

M-15 (With 20mm nominal size graded stone aggregate)

M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate.

M-15 (With 20mm nominal size graded stone aggregate)

M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size).

Note for item No. 4.15:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.

M-15 Grade Concrete

Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:

Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.

Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade.

M-20 Grade Concrete

Foundations, footings, bases of columns, etc. for concrete upto plinth level

Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.

Uptoplinthlevel.

Above plinth upto 3.6 m height from plinth level

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 3.6 m, for every additional height of 1 metre or part thereof.

Suspended floors, roofs, landings, balconies and access platform.

Shelves(Cast in situ)

Lintels, beams, girders, bressumers and cantilevers

Columns, Pillers , Piers, Abutments,

Posts and Struts.

Stairs, (excluding landings) except spiral- Staircases.

Spiral staircases (including landing).

Arches, domes,vaults upto 6m span

Extra for arches, domes, vaults exceeding 6 m span

Chimneys and shafts

Coffer/waffle slab of any size or shape as shown in the drawing.

Well steining

Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards.

Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items).

Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like.

Cornices and mouldings

Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like.

Weather shade, Chajjas, corbels etc., including Edges.

Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)

Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works)

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 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured)

Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).

50 mm thick

40 mm thick

25 mm thick

(1). Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.

(2). No extra payment shall be done for overlaps and/or couplers.

(3). Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)

Mild steel and Medium Tensile steel bars.

Hard drawn steel wire

Cold twisted bars (CTD)

Hot rolled deformed bars

Hard drawn steel wire fabric

Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints.

Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under ubsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition

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

Cement mortar 1:6 (1 cement : 6 sand)

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

Cement mortar 1:6 (1 cement : 6 sand)

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

Cement Mortar 1:6 (1 cement:6 sand).

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

Cement Mortar 1:6 (1 cement:6 sand).

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

Cement Mortar 1:6 (1 cement: 6 sand).

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

Cement Mortar 1:6 (1 cement : 6 sand)

Having 100 kg / cm2 average compressive strength.

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

Cement mortar 1:6 (1 cement : 6 sand)

Having 75 kg / cm2 average compressive strength.

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

Cement mortar 1:6 (1 cement : 6 sand)

Having 50 kg / cm2 average compressive strength.

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

Cement mortar 1:6 (1 cement : 6 sand)

Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level.

Cement mortar 1:3 (1 cement : 3 sand)

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

Cement mortar 1:3 (1 cement : 3 sand)

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

Cement mortar 1:3 (1 cement : 3 sand)

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

Having 100 kg/cm2 average compressive strength.

Cement mortar 1 : 3 (1 cement : 3 sand)

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

Having 75 kg/cm2 average compressive strength.

Cement mortar 1 : 3 (1 cement : 3 sand)

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

Having 50 kg/cm2 average compressive strength.

Cement mortar 1 : 3 (1 cement : 3 sand)

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

NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work under sub - water with the quantity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.

AAC Masonry in polymer modified mortar

of minimum 80 mmwidth and depth equal to slab/panel thickness running at center of load bearing wall/ beam/ supports and on other support as well to achieve diaphragm action as per IS 1893:2000. The Peripheral bond beam shall have minimum 2 bars of 12 mm dia as longitudinal bars which shall be held down by hook made in 12 mm dia vertical bars coming out from structural beam. However Concrete in groove and bond beam shall not be paid separately but shall be measured with AAC reinforced slab. Precast or lintel and chhajja shall be jointed with cm 1:6 or 2 to 3 mm thick polymer modified cement mortar as per ASTMC 1660-09 to AAC Block masonry. Structural steel if used for providing support to the lintels (such as cleat of angle iron, C-section anchored/hold fasted to column) at column end towards (where door / window opening is adjacent to the column) shall not be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti- corrosive protective coating on reinforcement inside AAC slab / lintel/chhajja etc. complete up to floor two levels. All reinforcement of peripheral bond beam, grooves and inside AAC slab, lintel, and chhajja shall be paid @ SOR rate (including tender percentage) separately. Quantity of reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006.

Cement mortar 1:6 (1 cement : 6 sand)

Cement mortar 1:6 (1cement: 6 sand).

Square or rectangular pillars

Circular pillars.

Cement mortar 1:6 (1 cement : 6 sand)

Cement mortar 1:6 (1 cement : 6 sand)

Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand)

Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand)

Square or rectangular pillars

Circular pillars.

Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m.

Red sand stone:

With common burnt clay bricks of 25 kg/cm2 compressive strength.

White sand stone

With common burnt clay bricks of 25 kg/cm2 compressive strength.

Red sand stone

White sand stone

NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.

(A) Structural analysis and design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage and protection against fire hazard including:

(B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.

(C) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.

(D) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.

(E) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, TandP, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin- Charge.

Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. Upto two decimal places. Note: 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science and Technologies, India. Cost of testing is inclusive in the rates. Performance Testing of Structural glazing system Tests to be conducted in the NABL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) and (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” (2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range upto 2000 ml.” (3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml” (4) Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330- 10 testing method for a range upto 50 mm” (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site (6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts,washers etc complete.

%, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

a) Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.

b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades.The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF / fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material and labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places.

4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick)

4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick)

3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick)

Second class teak wood

Sal wood

Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.)

Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood

Frame of size 100mmX60mm single or double rebate

Frame of size 120mmX60mm double rebate.

Sal wood

Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood.

Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood.

Second class teak wood

35 mm thick shutters

30 mm thick shutters

Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood.

35 mm thick shutters

30 mm thick shutters

35 mm thick shutters

30 mm thick shutters

Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters

35 mm thick

30 mm thick

Second class teak wood

Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood.

15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood.

Ply wood 5 ply, 9 mm thick :

Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type.

Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type

Ply wood 7 ply, 9 mm thick :

Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type.

Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type

Particle Board 12 mm thick

Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked.

Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I.

Pre-laminated particle board with

decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked.

Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked.

Coir Veneer Board (conforming to IS 14842) 12 mm thick

Float glass panes

4 mm thick glass pane (weight not less than 10 kg/sqm)

5 mm thick glass pane (weight not less than 12.5 kg/sqm)

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading

4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum

4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum

12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 :

12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked:

12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked:

Second class teak wood

35 mm thick

30 mm thick

Kiln seasoned and chemically treated Haldu, Kail, Bija wood

35 mm thick

30 mm thick

35 mm thick

30 mm thick

Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters

5 mm thick instead of 4 mm thick.

10 to 12 mm float glass

5.5 mm safety glass

10-12mm safety glass

Deduct for not providing hinges in doors, windows or clerestory window shutters with :

Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters.

ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters.

Panelled or panelled and glazed shutters :

Using ISI marked anodised aluminium butt hinges with necessary screws.

Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws.

Glazed shutters :

Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws.

12 mm thick

18 mm thick

18 mm thick

25 mm thick

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws.

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

30 mm thick including ISI marked

Stainless Steel butt hinges with necessary screws.

25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws.

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only.

Rectangular or square.

Circular.

35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

35 mm thick shutters with ISI marked stainless steel butt hinges of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

30 mm thick shutters with ISI marked stainless steel butt hinges of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

35 mm thick shutters

30 mm thick shutters

25 mm long

32 mm long

40 mm long

50 mm long

60 mm long

40 mm thick.

25 mm thick.

20 mm thick

12 mm thick

Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete :

12 mm thick

18 mm thick

25 mm thick

18 mm thick

25 mm thick

2nd class teak wood

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.

Non decorative veneer on both sides.

Particle board with decorative veneering on both sides.

Providing and fixing teak wood lipping of size 25x3 mm in pelmet.

Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:

12 mm dia.

20 mm dia.

25 mm dia.

Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets

20 mm dia (heavy type)

25 mm dia (heavy type)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

Fixed to steel windows by welding.

Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete.

Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete.

With 2nd class teak wood beading 62x19 mm.

With 12 mm mild steel U beading.

Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick.

Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)

Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :

Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete :

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

150x125x27x2.80 mm

125x125x27x2.80 mm

100x125x27x2.80 mm

75x100x20x2.24 mm

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete.

Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete.

Overall width 35 mm.

Overall width 50 mm.

Overall width 65 mm.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete :

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

300 mm weighing not less than 200 gms.

250 mm weighing not less than 150 gms.

200 mm weighing not less than 120 gms.

Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.)

Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete:

Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete :

Providing and fixing ISI marked stainless steel door latches with screws etc. complete :

Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete :

Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete :

Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete :

300 mm weighing not less than 200 gms.

250 mm weighing not less than 150 gms.

200 mm weighing not less than 120 gms.

Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.)

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :

Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality)

Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

125x85x5.5 mm (heavy type)

125x70x4 mm (ordinary type)

100x85x5.5 mm (heavy type)

100x70x4 mm (ordinary type)

75x65x4 mm (heavy type)

75x40x2.5 mm (ordinary type)

50x40x2.5 mm (ordinary type)

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

150x125x27x5 mm

125x125x27x5 mm

100x125x27x5 mm

75x100x20x3.2 mm

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality).

Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality).

Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) :

Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality)

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete.

Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete :

300 mm weighing not less than 330 gms

250 mm weighing not less than 280 gms

200 mm weighing not less than 240 gms

Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete:

Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete.

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete.

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) :

Size 40 mm

Size 50 mm

Size 65 mm

Size 75 mm

Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete.

300 mm weighing not less than 330 gms

250 mm weighing not less than 280 gms

200 mm weighing not less than 240 gms

Note:- Aluminum hinges shall not be used in wooden shutters.

Single rubber stopper

Twin rubber stopper

125x34x24 mm weighing not less than 23 gms.

150x34x24 mm weighing not less than 26 gms.

75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms.

100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms.

152x42x18 mm weighing not less than 60 gms.

202x42x18 mm weighing not less than 78 gms.

35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

35 mm thick shutters with ISI marked stainless steel butt hinges of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size.

Second class teak wood.

Kiln seasoned and chemically treated Haldu, Kail, Bija wood.

With 2nd class teak wood beading 62x19 mm.

With 12 mm mild steel U beading.

Triple strip vertical type.

Double strip (horizontal type).

300mm long

450mm long

500mm long

Marine plywood conforming to IS: 710

Fire retardant plywood conforming to IS: 5509

1.5 mm thick.

1.0 mm thick.

With decorative veneering on one side and commercial veneering on other side.

With non decorative veneering on both sides.

12 mm thick.

18 mm thick.

25 mm thick.

18 mm thick

25 mm thick

25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587

Board 12 mm thick

Board 18 mm thick

18 mm thick

25 mm thick

Extruded section Profile size 48x40 mm.

Extruded section Profile size 42x50 mm.

Plain PVC door shutters.

Pre laminated PVC door shutters.

Non decorative finish.

Decorative finish (both side wood grained finish).

Non decorative finish (matt finish).

Decorative finish (wood grained finish).

Casement Window (Outward/Inward opening) with hinge System.

Frame (50 mm x 50mm)

Sash (Style and Rail) (62 mm x 34 mm)

Mullion (intermediate Section) (66mm x 50 mm)

‘T' Profile (one vertical length in between two shutters) (24mm x 34.5mm)

Glazing bead (12mm x 18mm)

Casement Window (With friction hinge and outward opening)

Casement Frame (67mm x 62mm)

Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section)

Casement Glazing bead (35mm x 18 mm)

Sliding Window (Two Track, 2/4 Shutters)

Two Track Sliding Frame (67mm x 52mm)

Sliding window Sash (60mm x 44mm)

Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm)

Sliding Glazing bead (35 mm x 18 mm)

Sliding Door (Two Track, 2/4 Shutters)

Two Track Sliding Frame (67mm x 52mm)

Sliding Door Sash (80mm x 44mm)

Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm)

Sliding Glazing bead (35 mm x 18 mm)

of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.)

Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.)

Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm).

Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm).

Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /

Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.)

Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.)

Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.)

Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm).

Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±.0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm).

Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).

Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm).

Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).

Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm)

Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm).

Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm).

Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm).

Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm).

Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm)

Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)

24 to 25 mm thick plain solid PVC flush door shutter

28 to 30 mm thick plain solid PVC flush door shutter

1mm thick laminated sheet

0.12 mm thick laminated sheet

35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws.

35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws.

25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws.

35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary.

30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws.

25mm thick including 3 nos. 100mm long, screws. ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws.

35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.

30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.

25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws.

35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.

30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.screws.

25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws.

35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.

30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.

25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws.

Note- Schedule of items includes all the items required for maintainance of buildings regarding A/R, S/R MOW, Deposit & Other Works as per SCHEDULE OF RATES FOR BUILDING WORKS inforce from 01/01/2024, issued by Project Director, Public Works Department (PIU) M.P. Bhopal.

Sub Engineer