TN No.103_03

Amount

EARTHWORK IN EXCAVATION: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil FOOTING MASONRY OUTER WALL

1.3 Earth/Sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c ) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading Footing plinth filling

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling. FOOTING BELOW FLOOR MASONRY OUTER WALL

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (a) In prop 1 cement :3 sand : 6 coarse aggregate by volume.

TIMBER SHUTTERING( FORMWORK) 3.1.1 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0m and removal of the same for in-situ reinforced concrete and plain concrete work in. 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (b) M20 grade concrete or prop 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 20 grade concrete or Prop 1:1.5:3 (a) For Ground Floor.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 20 grade concrete or Prop 1:1.5:3 (b) For 1st Floor.

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & struct of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face.

3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Side and soffits of beam, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties For depth not exceeding 1.0M

3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.3 Flat surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (a) floors etc. upto 200mm in thickness.

REINFORCEMENT: 18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) a) From Primary Producer TATA/SAIL/ESSER STEEL/JINDAL STEEL/SHYAM STEEL/RINIL.

5.1.4 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete 1:3:6 and 15mm thick wearing layer in cement concrete in prop. 1:1:2laid in panels and finished with a floating coat of neat cement finishcoat of bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary. (b) In proportion 1:6 (i) In foundation

4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. (A) 112mm thick brick wall (a) In cement moratar in proportion 1:4(1 cement : 4 sand) (a) Above plinth upto 1st floor level.

2.1.3 Providing and laying 25mm thick damp proof couarse with cement concrete in Prop : 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacture including curing etc. complete as directed

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:4 (i) For Building-Inside wall (i) For Ground Floor & 1st floor

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (b) In cement mortar 1:4 Wall Outside (i) For Ground Floor & 1st Floor External wall Stair Room

6.2.1 10mm thick cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete. b) in cement morter 1:4 (i) For Ground Floor & 1st Floor

TILES WORK 5.7.1 CERAMIC TILES (A) ON FLOOR 5.7.1.1 Providing Ceramic Tiles of approved quality, size, shape and thickness not less than 8mm on floors, skirtings treads and risers of steps over cement mortar bed 15mm thick in prop 1:3 including cutting.............. as approved and directed by the department) c) Delux Range (somany/orient/nitco/quotone make) (i) Toilets

TILES WORK 5.7.1 CERAMIC TILES (A) ON WALLS Providing polished ceramic wall tiles of approved quality, size, shape and thickness not less then 8mm on wall and skirting over cement mortar bed 10mm thick in prop. 1:3 including cutting............................ as approved and directed by the Department) (Walls means both interior and exterior) (a) Normal range Somany/Orient/Nitco/Quotone Make (ii) Of Size 200mm X 200mm and above

Providing and fixing steel lettering for name of the building in english

9.1.2 Providing wood work in frame (chowkaths) of doors, windows, clearstory window and other similary works wrought, framed and fixed in position in contant with C.C. or brick masonry wall including supplying, fitting and fixing M.S. hold fast (40mm X 3mm X 250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber face in contact wit C.C and masonry as directed and specified. (b) With 1st class timber (Bonsum/sundi)

9.9.2 Providing, fitting and fixing full pannelled doors/windows including oxidised M.S butt hings ( 100mm X 75mm X 3.55mm) with necessary screw (other fittings to be measured and paid separately) (B) With 1st class local wood (Gammari/Hollock/Bonsun) (i) 40mm thick

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) a) Sliding door bolts (ii) 250mm X 16mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) b) Tower bolts (iii) 200mm X 12mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) c) Door handles (ii) 100mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) (t) Door stopper with rubber stopper.

12.1 Providing, fitting and fixing 40mm X 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc. as specified and directed at all levels. D3

12.2 Providing , fitting and fixing 24mm X 29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc. as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately) b) 29mm thick

11.4.3 Providing, fitting and fixing anodised hollow section of approved brand (Indal section 9210) of size 63.50mm X 38.10 X 2.5mm thick for aluminium frame partition wall, with a maximum spacing of frame 1.20mm for horizontal/vertical member including aluminium cheat 32mm X 50mm 4mm, as directed by the department at all levels. (i) 6mm clear glass.

11.7.2 Providing, fitting and fixing anodised aluminium framed glazed doors with anodised aluminium frame made of 100mm X 45mm X 2.5mm section with doors style of size 88mm X 45mm X 2.5mm top rails 50mm X 45mm X 2mm abd buttom rails 100mm X 45mm X 2.5mm fitted with glazing clip special type rubber gasket complete as specified and directed by the department at all levels. (a) with 12mm thick toughned glass

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. All plastering area.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

13.6.3 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surfaces by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting. (b) With ready mixed paint,wood primer (White)

13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac paint) to give an even shade including clearing the surfaces of dirt, dust and other foreign matter sand papering and stooping. (a) General purpose (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac)

18.4 COLLAPSIBLE/ROLLING SHUTTER 18.4.1 Providing and fixing in position collapsible M.S. shutter with vertical channels 20mm X 10mm x 2mm braced with flat iron diagonals 20mm X 5mm size with top and bottom rails of T-iron 40mm X 40mm X 6mm with 38mm dia steel pulleys complete with bollts and nuts, locking arrangements stooppers handles including applying a priming coat of red lead paint.

18.5.2 Providing, fitting, fixing steel windows/ventilators (fixed) of standard rolles section as per relevent I.S. Code joints mitred and welded with 15mm X 13mm X 1000mm lugs embeded in conc block of M10 grade including applying a coat of red leard paint.

13.7.2 Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly clearing oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. (a) With ready mixed "red-lead/red oxide" primer.

13.7.4 Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint of approved brand and manufacture (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac paint) to give an even shade including clearing the surfaces of dirt, dust and other foreign matter. (a) General purpose (Asian paint/ Berger paint/ISI paint/ J&N paint/Nerolac)

26.1.1 Pre constraction anti- termite treatment at the bottom of foundation pits and walls on either side upto a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @5(five) liters per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per direction of the Department complete. a) With aqueous emulsion having concentration 1:19 with chloropirophose solution (trical or euivalant) and water, i.e. 1% solution

Plinth Protection 19.1 Providing plinth protection 50mm thick to cement concrete 1:3:6 with coarse agg. of 20mm nominal size including finishing the surface with 10mm thick cement plaster in proportion 1:3 with a flooting coat of neat cement finished.

19.5 Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls & 100 mm thick C.C (1:3:6) base over one brick flat soiling including 15mm thick cement plastering in prop 1:3 finished with a floating coat of cement slurry as directed with necessary shuttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. (ii) 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

Construction of Choukider Quater: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (b) In prop 1 cement :4 sand : 8 coarse aggregate by volume. Footings beam

2.1.3 Providing and laying 25mm thick damp proof couarse with cement concrete in Prop : 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacture including curing etc. complete as directed.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (b) M20 grade concrete or prop 1:2:4

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 15 grade concrete or Prop 1:2:4 (a) For Ground Floor.

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & struct of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face. (i) For RCC in Ground floor upto 1st floor level.

3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Sides and soffits of beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties (a) For depth not exceeding 1.0M

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama bricks, sand packed and laid to level and in panel after preparing the sub grade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary (b) In proportion 1:5

4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. (A) 112mm thick brick wall. (a) In cement moratar in proportion 1:5(1cement : 5 sand) (a) Above plinth upto 1st floor level.

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:4

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. All plastering area.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

REINFORCEMENT: 18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. walling including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) b) Other ISI approved TMT reinforcement bar (i) TATA/SAIL/ESSER STEEL/JINDAL/SHYAM STEEL (ii) Super Ductil

C) I.S.I APPROVED-M.S. ROD

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling.

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (b) In prop 1 cement :4 sand : 8 coarse aggregate by volume.

REINFORCEMENT: 18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) (b) ISI approved super ductile TMT bars SAIL/BISCON/THERMAX

18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) C) ISI APPROVED -M.S. TOD

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & struct of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face.

3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Side and soffits of beam, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties For depth not exceeding 1.0M

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (b) M20 grade concrete or prop 1:2:4

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 15 grade concrete or Prop 1:2:4 (a) For ground floor

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary. (d) In proportion 1:5

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:4

13.2.1 Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.

17.11 Supplying fitting double leaf heavy duty iron gate frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S. bars at 200mm apart from bottom flat to middle flat……..... As directed and specified.

Chowkider Qarter: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil

1.3 Earth/Sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c ) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling.

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (a) In prop 1 cement :3 sand : 6 coarse aggregate by volume.

TIMBER SHUTTERING( FORMWORK) 3.1.1 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0m and removal of the same for in-situ reinforced concrete and plain concrete work in. 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (b) M20 grade concrete or prop 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, posts, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 20 grade concrete or Prop 1:1.5:3 (a) For Ground Floor.

5.1.4 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete 1:3:6 and 15mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of bond @ 2.75 kg. per square metre of floor area including curing etc. complete as directed.

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to given a rough finish including centering shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & struct of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face. (i) For RCC in Ground Floor upto 1st floor level.

REINFORCEMENT: 18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX (For Assam Type Bldge, drain works, retaining wall & boundary wall etc.)

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary. (b) In proportion 1:6 (i) In foundation external wall upto plinth

4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. (A) 112mm thick brick wall (a) In cement moratar in proportion 1:4 (a) Above plinth upto 1st floor level.

2.1.3 Providing and laying 25mm thick damp proof couarse with cement concrete in Prop : 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacture including curing etc. complete as directed

5.1.2 25mm thick cement concrete topping 1:2:4 finished with a floating coat of neat cement finish to be laid in panels including curing complete as directed.

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:4 (i) For Building-Inside wall (i) For Ground Floor & 1st floor

9.1.2 Providing wood work in frame (chowkaths) of doors, windows, clearstory window and other similary works wrought, framed and fixed in position in contant with C.C. or brick masonry wal including supplying fitting and fixing M.S. hold fast (40mm X 3mm X 250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber face in contact wit C.C and masonry as directed and specified. (b) With 1st class timber (Bonsum/sundi)

9.9.2 Providing, fitting and fixing full pannelled doors/windows including oxidised M.S butt hings ( 100mm X 75mm X 3.55mm) with necessary screw (other fittings to be measured and paid separately) (B) With 1st class local wood (Gammari/Hollock/Bonsun) (i) 40mm thick

11.4.3 Providing, fitting and fixing anodised hollow section of approved brand (Indal section 9210) of size 63.50mm X 38.10 X 2.5mm thick for aluminium frame partition wall, with a maximum spacing of frame 1.20mm for horizontal/vertical member including aluminium cheat 32mm X 50mm 4mm, as directed by the department at all levels. (i) 6mm clear glass.

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) a) Sliding door bolts (ii) 250mm X 16mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) b) Tower bolts (iii) 200mm X 12mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) c) Door handles (ii) 100mm

15.2.1 Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) (t) Door stopper with rubber stopper.

12.1 Providing, fitting and fixing 40mm X 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc. as specified and directed at all levels.

12.2 Providing , fitting and fixing 24mm X 29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc. as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately) b) 29mm thick

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. All plastering area.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

13.6.3 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surfaces by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting. (b) With ready mixed paint,wood primer (White)

13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac paint) to give an even shade including clearing the surfaces of dirt, dust and other foreign matter sand papering and stooping. (a) General purpose (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac)

5.1.10 Cement plaster skirting with cement morter in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (b) 15 mm thick.

18.5.2 Providing, fitting, fixing steel windows/ventilators (fixed) of standard rolles section as per relevent I.S. Code joints mitred and welded with 15mm X 13mm X 1000mm lugs embeded in conc block of M10 grade including applying a coat of red leard paint.

18.3.1 providing, fitting, hoisting and fixing roof trusses including purlins fabricated using M.S. circular hollow section conforming to relevant I.S. code per approved design and drawing including M.S. cleats, base plates, bolts and nuts one coat red oxide Zinc.............. as per design and drawing as directed. (a) Using other ISI marked approved circular hollow section.

8.1.1 Providing corrugated galvenised iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8mm dia

8.1.2 Providing galvanized iron ridging of TATA SHAKTEE/SAIL including supplying and fixing necessary galved screws/ washers etc. complete as directed (b) 0.50mm thick (ii) 230mm lapping.

Repair/Renovation works of Godown Building 3 Nos. 4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama bricks, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling

5.1.4 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete 1:3:6 and 15mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of bond @ 2.75 kg. per square metre of floor area including curing etc. complete as directed

2.1.4 Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soiling including neat cement finish using cement slurry 2.75Kg of cement per sq.m of floor (Soling to be measured separately)

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering upto 1st floor level including arises, internal roundred angels, not execeeding 80mm in curing finished even and smooth including curing complete as directed. A) On fair side (b) In cement mortar 1:4

5.1.10 Cement plaster skirting with cement morter in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (b) 20 mm thick.

9.6.1 Providing and fixing 1st class local wood battened, ledged and braced door and window shutters including oxidizediron butt hinges (100mm X 58mm X 1.90mm) 6nos with necessary screws. (a) Using Bonsum/Halpick wood (i) 25mm thick

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

13.6.3 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surfaces by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting. (b) With ready mixed paint, wood primer (White)

13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint of approved brand and manufacture (Asian paint/Berger paint/ICI paint/J&N paint/Nerolac paint) to give an even shade including clearing the surfaces of dirt, dust and other foreign matter sand papering and stooping. (b) high gloss (Asian paint/Berger paint/ISI paint/J&N paint/Nerolac).

8.1.1 Providing corrugated galvenised iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8mm dia. (a) 45mm thick.

8.1.2 Providing galved iron ridging of TATA SHAKTEE/SAIL including supplying and fixing necessary galved screws/ washers etc. complete as directed (a) 45mm thick (ii) 230mm lapping

23.2 Demolishing plain concrete including disposal of debris as directed for all levels

23.9 Dismantling wood work in frames, trusses, pirlins and rafters including stacking the materials as directed by the department for all levels.

9.2.1 Providing undressed wood work in roof truss rafter purlin tie and like including hoisting and fixing in position with necessary spikes nails including M.S. straps with bolt and nuts etc. complete with kiricide oiling two coats to all timber members and two coats of anticorrosive paint to M.S. straps (M.S. flats angle cleats and bolt and nuts required for flat and angles cleats wherever used shall be measured and paid separately. (a) With Sal wood.

8.1.1 Providing, corrugated galvanised iron sheet roofing of TATA SHAKTEE / SAIL including J or L hooks, bolts and nuts 8mm dia with bitumen washer 25mm dia X 3mm thick and 1.6mm thick limpet washer complete excluding cost of roof truss purlin etc. (Roof trusses and purlin etc. to be measured and paid separately) a. 0.45 mm thick.

8.1.2 Providing, corrugated galvanized iron sheet roofing of TATA shaktee/SAIL incl supplying and fixing necessary screws. A. Using Bonsum/Hallock wood (i) 25mm thick.

8.1.2 Providing fitting and fixing 1st class local wood (Gamari)battend ledged and braced doors and window shutter including oxidized iron butt hinges 100mm X 58mm X 1.9mm 6nos. With necessary screws. A. Using Bonsum/Hallock wood i. 25mm thick.

9.9.6 Providing fitting and fixing fully glazed clearstory window and fan light including fitting and fixing 2M.S. pivot jinges (78mm X 20mm X 3mm), eye hook and nylon chord complete. (glass panesd shall be measured and paid seperately) B. With hallock/Gamari/Bonsum wood ii. 35mm thick.

6.2.2 15mm thick cement plaster in single coat on fair side of half brick wall for interior plastering upto 1st floor level including arises, internal roundred angels, chamfers and or rounded angles not exceeding 80mm in frith and finished even and smooth including curing complete as directed. B) on fair side (b) in cement mortar 1:4

5.1.10 Cement plaster skirting with cement morter in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (b) 20 mm thick.

5.1.3 40mm thick cement concrete floor consisting of 25 mm under layer of cement concrete in prop 1:3:6 and 15mm thick wearing layer in cement concrete in prop 1:1:2 finised with a…………

5.2.1 Supplying fitting and fixing anodized aluminium fittings approved make reasonably smooth free from sharp edges and corcers flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodized to brght natural matt & satin finished) a) sliding, door bolts i. 300mm X 16mm

5.2.1 Supplying fitting and fixing anodized aluminium fittings approved make reasonably smooth free from sharp edges and corcers flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodized to brght natural matt & satin finished) b) Tower bolts ii. 250mm X 12mm

9.4.1 Providing barge board of size 200mm X 20mm with 1st class local Hallock/Bonsum timber including fitting and fixing with necessary wood screws etc. complete.

13.6.3 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surfaces by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting. (b) With ready mixed paint,wood primer (pink)

13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surfaces manufacture with enamel paint of approved brand and manufacture (Asian /Berger paint/ICI shade) including clearing the surfaces of all dirt, dust and other foreign matter sand papering and stooping. (i) Surfaces over 1000mm in width or girth. (b) high gloss (Asian paint/Berger paint/ISI paint/J&N paint/Nerolac).

CEMENT PAINT & PRIMER 13.2.3 a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

EARTHWORK IN EXCAVATION: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil FOOTING

1.3 Earth/Sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c ) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading Footing

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling.

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (b) In prop 1 cement :4 sand : 8 coarse aggregate by volume.

TIMBER SHUTTERING( FORMWORK) 3.1.1 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0m and removal of the same for in-situ reinforced concrete and plain concrete work in. 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of from work and reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (b) M20 grade concrete or prop 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of from work and reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 20 grade concrete or Prop 1:1.5:3 (a) For Ground Floor.

5.1.4 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete in prop 1:3:6 and 15mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of bond @ 2.75 kg. per square metre of floor area including curing etc. complete as directed

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & strut of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face. i) For RCC in ground floor upto 1st floor level.

REINFORCEMENT: 18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) b) ISI approved super ductile TMT bars (i) TATA/STEEL

18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) C) ISI approved M.S Rod

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary. (b) In proportion 1:6 (i) In foundation external wall upto plinth

4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. (A) 112mm thick brick wall (a) In cement moratar in proportion 1:4(1 cement : 4 sand) (a) Above plinth upto 1st floor level.

2.1.3 Providing and laying 25mm thick damp proof course with cement concrete in Prop : 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacture including curing etc. complete as directed

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:4 (i) For Building-Inside wall (i) For Ground Floor & 1st floor

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (b) In cement mortar 1:4 Wall Outside (i) For Ground Floor & 1st Floor External wall DEDUCT GATE

12.1 Providing, fitting and fixing 40mm X 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc. as specified and directed at all levels.

12.2 Providing , fitting and fixing 24mm X 29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc. as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately) b) 29mm thick

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. All plastering area.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

5.1.10 Cement plaster skirting with cement morter in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (b) 15 mm thick.

18.5.2 Providing, fitting, fixing steel windows/ventilators (fixed) of standard rolled section as per relevent I.S. Code joints mitred and welded with 15mm X 13mm X 1000mm lugs embeded in conc block of M10 grade including applying a coat of red leard paint.

11.4.3 Providing, fitting and fixing anodised hollow section of approved brand (Indal section 9210) of size 63.50mm X 38.10 X 2.5mm thick for aluminium frame partition wall, with a maximum spacing of frame 1.20mm for horizontal/vertical member including aluminium cheat 32mm X 50mm 4mm, as directed by the department at all levels. (i) 6mm clear glass.

18.3.1 providing, fitting, hoisting and fixing of roof trusses including purlins fabricated using M.S. circular hollow section conforming to relevant I.S. code per approved design and drawing including providing M.S. cleats, base plates, bolts and nuts one coat red oxide Zinc.............. as per design and drawing as directed. (a) Using other ISI marked approved circular hollow section.

8.1.1 Providing corrugated galvenized iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8mm dia…… c) 0.55mm thick

INSTALLATION OF DEEP TUBE WELL WITH R.C.C STAGGING: EARTH WORK EXCAVATION: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil

4.1.1 Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick flat soling. footing floor steps

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately ) (b) In prop 1 cement :3 sand : 6 coarse aggregate by volume.

18.1.1 Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S code for R.C.C. work/ R.B. willing including straightening cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chair, anchor etc. complete (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)(Upto 1st floor level) b) ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg, drain works, retaining wall & boundary wall etc.)

PLYBOARD SHUTTERING (FORMWORK) 3.2.1 Providing form work of 12mm thick plywood board so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.1 Column, pillars posts & strut of square/rectangular/Polygonal in plain or any shape like Tee/L etc having plane vertical face. i) For RCC in ground floor upto 1st floor level.

3.2.1 Providing form work of 12mm thick plywood board so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Sides and soffits of beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties (a) For depth not exceeding 1.0M

3.2.1 Providing form work of 12mm thick plywood board so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.3 Flat surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (c ) floors etc. upto 200mm in thickness.

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of from work and reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (a) M15 grade concrete or prop 1:2:4

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of from work and reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. (ii) Column, pillars, post, struts, suspended floor, roof, landing, shelf and support balcony, lintel, sill band beam, girder, bressumer, cantilever, staiecase (except spiral staircase and landing) including preparing the top surface and finishing of noising. (N) Without using admixture, plasticiser (a) M 15 grade concrete or Prop 1:2:4

4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary. (b) In proportion 1:6

1.3 Earth/Sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c ) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading

4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. (A) 112mm thick brick wall (a) In cement moratar in proportion 1:5

5.1.4 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete in prop 1:3:6 and 15mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of bond @ 2.75 kg. per square metre of floor area including curing etc. complete as directed.

12.1 Providing, fitting and fixing 40mm X 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc. as specified and directed at all levels.

12.2 Providing , fitting and fixing 24mm X 29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc. as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately) a) 24mm thick

6.2.2 15mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal roundred angels, not execeeding 80mm girth and finished even and smooth including curing complete as directed. (A) On rough side (a) In cement mortar 1:5

13.2.3 (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to given an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

18.6.1 Supplying fitting and fixing M.S. angles M.S. Flat M.S. Bolts and nuts including painting with red lead paint one coat complete as directed. (a) M.S. Angles (40 X 40 X 6) mm @ 3.5kg/Rm

18.6.1 Supplying fitting and fixing M.S. angles M.S. Flat M.S. Bolts and nuts including painting with red lead paint one coat complete as directed. (a) M.S. Angles (40 X 6) mm @ 1.89kg/Rm

5.4.2 Supplying and placing plastic cylinder vertical claused top(PCVC) tank sintex/ polycon/ patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes complete as directed.

5.3.4 Labour for boring hole for inserting tube well pipes through different soil/rock media including hire charges of drill pipes, scaffolding tools and plants as necessary and taking out the same and lowering pipes, fittings complete as directed by the department. (iii) Bore hole of dia 100mm

5.3.6 Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevent IS codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes concentrically in the casing pipes complete as directed. (B) PVC pipes (vi) 75mm dia.

3.1.1 Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc. complete at all levels including below G.L as directed and specified. (A) Exposed on walls (d) 40mm dia (Medium) (B)(ii) Using other ISI marked approved brand

3.1.1 Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc. complete at all levels including below G.L as directed and specified. (A) Exposed on walls (f) 15mm dia (medium) (i) Using TATA make.

3.2.1 Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I & C.P pipes will be measured separately) (I) Essco make (Delux/Sumthing spl./Tropical) (a) Bib Cock Short Body

3.3.1 Supplying fitting and fixing chrome plated (C.P.) Stop-cock of approved brand of size as mentioned below and directed and specified (G.I. & C.P. pipes will be measured and paid separately) (I) Brass stop cock (heavy) of (i) 15mm dia.

MOTOR PUMP SET 39.7 Supplying including installation, connection as approved by the Deptt. Testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase)with steel cable rope three phase submersible motor pump set (Texmo/Crompton Greaves/Aquatic/CRI/V-Guar suitable for 100mm bore well and above 2HP STAGE 6 to 30 with MCB controlled Submersible motor pump set control panel.

6.2.1 Septic tank of rectangular of rectangular shape in to pit with manhole cover with cleaning arrangement over singir brick flat soling and 75mm 1:3:6 pcc baffle wall inlet and outlet etc are providiedat suitable. (vii) 100 users.

1.51 Construction of filter bed in soak pit including earth work in excavation of soil and filling earth………... as mentioned in the table.

1.52 Construction of inspection pit…….as directed.

COWEL 1.39 Providing fitting and fixing PVC cowel of ISI make complete as directed and specified. (ii) 110mm dia PVC cowel of ISI make.

INDIAN TYPE WATER CLOSET 1.1 Providing fitting and fixing vitreous water closet squatting pan (Indian type W.C. Orissa pattern) with all fittings and fixtures complete including cutting and making good to the walls and floors wherever required, (Flushing Cistern to be paid separately) . 1.1.1 Indian type W.C. Orissa pattern of size 580 X 440mm a) White (i) Parryware make

1.2 EUROPEAN TYPE WATER CLOSET 1.2 Providing fitting and fixing vitreous china pedestal type water closet (European type W.C pan 400mm high ) with seat and lead ,CP brass hinges and rubber buffers, CI/MS brackets , 40 mm dia flush band with fittings including painting of fittings and brackets, required. (Flushing Cistern to be paid separately) A) Parryware make a) White (i) Universal Closet S trap (Cat No Co271) (Anglo Indian) inclusive of seal cover

1.5 Supplying, fitting and fixing PVC flushing cistern with all internal fittngs with CI brackets including fitting and fixing standard size CP flush pipe, union clamps etc. compete as directed and specified (pipes will be measured separately) (i) Parryware make, (a) White (i) Economy Single Flush (Cat No C8090/C8055)

1.8 Providing, fitting and fixing vitreous china flat back type lipped front urinal basin with standared flush pipe and C.P brass spreader and brass unions etc. complete including painting of fitting and brackets, cutting and making good the walls whereever required (a) Parryware Make white New Magnum (Cat C0575)

1.9 Providing fitting and fixing vitreous china squatting plate urinal with automatic flushing cistern with standard flush pipe and CP brass spreader and brass union, etc. complete including painting of fittings and brackets, cutting and making good the walls & floors wherever required. A) Parryware make (i) White (Cat. No. C0503)

Wash Basin: 1.13 Providing vitreous China wash basin with CI/MS brackets, C.P brass chain with plug, PVC waste pipe including painting of fittings and brackets, cutting and making good the walls wherever required. (Pillar cock, stop cocks, waste coupling are to be paid separately) (1.13.1) Basin (Without pedestal) (I) Star Basin 550 X 400 (cat NO C0450)

MIRROR 1.18 Providing fitting and fixing Mirror with plastic frame of size 500 X 400mm complete as directed and specified.

SOAP TRAY, SOAP DISH, LIQUID SOAP DISPENSER AND LIQUID SOAP CONTAINER 1.23 Providing, fitting and fixing Liquid soap dispenser and liquid soap container complete as directed and specified. (iv) SONA make

3.2.1 Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I & C.P pipes will be measured separately) (II) Jaquare make/ (a) Continental/Clanon (i) Standard

STOP COCK 3.3.2 Supplying fitting and fixing chrome plated (C.P) stop-cock of approved brand of size as mentioned below as directed and specified (G.I & C.P. pipes will be measured and paid separately). (I) Jaquare make. (a) Continental/Clarion. (i) 15mm dia.(Angular stop cock)

PIPES & FITTINGS PVC PIPES, BENDS, JUNCTIONS, TEES ETC. 1.37.1 Supplying,fitting and fixing PVC pipes of 6 kg/cm2 (Supreme/Prince) or other ISI approved including joining, fitting and fixing with clamps etc. as necessary complete at all levels including below G.L. as directed and specified. (a )In exposed surfaces or in trenches. (iv) 75mm dia.

1.37.1 Supplying,fitting and fixing PVC pipes of 6 kg/cm2 (Supreme/Prince) or other ISI approved including joining, fitting and fixing with clamps etc. as necessary complete at all levels including below G.L. as directed and specified. (a )In exposed surfaces or in trenches. (ii) 110mm dia.

1.54 Supplying fitting and fixing Ajoy flowguard CPVC pipes………testing of joints complete at all levels as directed and specified. i. Internal wall-exposed on wall a. 15mm OD

1.54 Supplying fitting and fixing Ajoy flowguard CPVC pipes………testing of joints complete at all levels as directed and specified. i. Internal wall-exposed on wall b. 20mm OD

1.54 Supplying fitting and fixing Ajoy flowguard CPVC pipes………testing of joints complete at all levels as directed and specified. i. Internal wall-exposed on wall c. 25mm OD

1.15 Providing, fitting fixing stainless steel kitchen sink of paryware …………..as required. A. (iii) Single Bowl Drain Board (360 X 180) flat edge-glosy.

SOCKET, REDUCING SOCKET 4.2.1 Renewing G.I. Socket Zololot -m brand heavy a. 15mm OD

SOCKET, REDUCING SOCKET 4.2.1 Renewing G.I. Socket Zololot -m brand heavy b. 20mm OD

SOCKET, REDUCING SOCKET 4.2.1 Renewing G.I. Socket Zololot -m brand heavy c. 25mm OD

BEND Renewing G.I BEND, heavy quality as specified and directed. a. 15mm OD

BEND Renewing G.I BEND, heavy quality as specified and directed. b. 20mm OD

BEND Renewing G.I BEND, heavy quality as specified and directed. c. 25mm OD

TEE, REDUCING TEE, REDUCER Renewing G.I. TEE, heavy quality as specified and directed. a. 15mm OD

Renewing G.I. TEE, heavy quality as specified and directed. b. 20mm OD

Renewing G.I. TEE, heavy quality as specified and directed. c. 25mm OD

B. P.C.C PATHWAY EARTHWORK IN EXCAVATION: 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Upto a depth of 2.00m below the existing ground level. i) In ordinary soil

1.3 Earth/Sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c ) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.

Plain/reinforcement cement concrete in open foundation complete as per drawing and technical specification including, steel shuttering formwork. (i) PCC Grade M15

MRINAL DAS

Sajal Sengupta