BTC/OTSG/2017-18/51

Amount

Civil Works: Earthwork in excavaticn for foundation trenches of walls, retaining walls, footings of col., steps etc., including refilling the quantities 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 of water where necessary as directed and specified: (A) Up to a depth of 2.00m below the existirlg ground level. (a) ln ordinary soil

Pre constructional anti-termite at the bottom of foundation pits and walls on either sideup to a height of 300mm from bottom of the excavation made for colournn plinth beam wall, trenches etc. by applying the emulsion @5 (five) litre per square meter of the surface are before starting construction work ( supplying of necessary tools and accessories by the contractor) as per the direction of the department complete. (a) With aqueous emulsion having concentration 1:19 with chloropirophose solution {tricel or equivalent) and water i.e., 1% solution.

Plain Cement concrete works with coarse aggregate of sizes 13mm in foundation bed for mat. Concrete, floor sub-grade & base foundation walls, brick works etc. as directed and speicified including dewatering if necessary and curing complete ( shuttering where necessary shall be measured and paid separately) . (b) ln prop- 1 cement: 4 Sand : 8 coarse aggregate by volume.

Reinforced Cernent Concrete works: Providing and laying plainl reinforced cement concrete works cement coarse sand & 20mm down graded stone aggregate incruding dewatering if necessary, and curing complete but excluding cost of form works and reinforcement for reinforced cement concrete work ( forrn work and reinforcement will be measured and paid separately) (I) Using Mixed Machine ( A) In substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, wails 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. (C ) M25 grade concrete

Reinforced Cernent Concrete works: Providing and laying plainl reinforced cement concrete works cement coarse sand & 20mm down graded stone aggregate incruding dewatering if necessary, and curing complete but excluding cost of form works and reinforcement for reinforced cement concrete work ( forrn work and reinforcement will be measured and paid separately) (I) Using Mixed Machine ( A) In substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, wails 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 up to plinth level.

Providing soling in foundation and under fioor with stone / best quarity picked jhama brick, sand packed and raid to level and in panel after preparing the subgrade as directed incruding all labour and materials and if necessary dewatering, complete. (a) Brick on flat Soiling. In Brick foundation: Curved portion, Rear

Brick work in cement mortar with 1st class brick including racking out joints and curing complete as directed. (I) In substructure upto plinth level including dewatering if necessary (d) in proportion 1:6

Earth/ sand filling in plinth in layers not more than 15omm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royality, sales tax and other duties.and taxes as may be necessary. ( c )with river sand or sirt (predorninantry non prastic) by truck ' carriage including loading and unloading.

supplying, fitting & fixing in position reinforcement bars conforryring to I.S. code for R.C.C. work / R. B. walling including straightening cleaning, cutting and bending to proper shaps and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers 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 levet) (a) From primary producer:: TATA/SAIL/Esser Steel/Jindal Stel/Shyam steel RINIL (ii) Super Ductile (SD) TMT reinforcement bars.

Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m 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 caps, raft and mass concrete works etc. (a) Using 25mrn thick plank.

Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m and removal of the same for in-situ reinforced concrete and,plain concrete work in: 3.1.1.2. Sides of tie beams, grade beams etc. at or below ground level.

3.1.1 Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m and removal of the same for in-situ reinforced concrete and,plain concrete work in: 3.1.1.3. Columns, Pillars, Posts & Struts. (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having vertical face. (ii) Using 25mm thick plank.

Providing and raying 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.

IN SUPERSTRUCTURE GROUND FLOOR: Reinforced Cement Concrete works:- 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 works and reinforcement for reinforced cement concrete work (from work and reinforcement will be measured and paid separately) (I) Using Mixed machine. (A) IN substructure up to plinth level Foundation , footing, columns with base tie and plinth beam, pile cap, base cap, retaing walls, walls of septic tank, inspection pit and and the like and other not less than 100mm thick up to plinth level. N) Without using admixture, plasticiser b) M20 grade concrete or prop 1:1.5:3 In super structure from plinth level to 1st floor level.

supplying, fitting & fixing in position reinforcement bars confoiming to I.S. Code for R.C.C. work / R. B. wailing including straightening cleaning, cutting and bending to proper shaps and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. comlete (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. (ii) Super ductile (SD) TMT reinforcement bars

230mm thick brick wall in cement morter with 1st class including racking out joints and curing complete as directed in structure. (i) In superstructure above plinth level up to 1st floor level. (b) In proportion 1:4 (1 cement : 4 sand)

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 (protruding M.S. rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4 (1 cement: 4 sand)

supplying, fitting & fixing RCC precast doubly curved funicular shell units placing the sheel unit to its proper over (3:1) mortar padding on the floor/roof complete in all respect. (racking out joints and curing complete as directed in structure) Size of sheel units-850mm X 750mm

supplying, fitting & fixing RCC precast doubly curved funicular shell units placing the sheel unit to its proper over (3:1) mortar padding on the floor/roof complete in all respect. (racking out joints and curing complete as directed in structure) Size of sheel units-850mm X 850mm

15mm thick cement plaster in single coat on rough side of 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 rough side (b) in cement mortar 1:4 in ceiling

PLY BOARD SHUTTERING (FORM WOR) 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.

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.

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.

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: 3.2.1.4 In bibbed/Waffle Slab including rib beams (measurement to be taken on flat surface)

Providing vetrified froor tires odf approved quarity of specified size, shape and thickness not less than 18 mm on floors, skirting risers,and treads of steps over 15mm thick base of cement mortar in proporation 1:3 ( l cement: 3 coarse sand) including cutting : where necessary finished with frush pointing with Fix- A- Tire ( choksey/ sika Pedelite/ Rouf)/ white cement srurry mixed with approved pigmpnt to match shade of tiles, mixed with approved pigment to match the shade of the tiles, cor.np.rete at ail revers as specified and directed ( coloured pigment should be in conformity with colour of tiles and as approved and directed by the department.)

Providing, fitting & fixing coloured anodised aluminium windows, and ventilators of standard sections of approved brand without horizental glazing bars joints mitred and welded ( manufactured to relevent l5 specifications)fitted with 6rnmX 3.15mm lugs 100mm long embedded in CC blocks 150mm X 100mm X 100 mm in 1:3:6 mix including providing and fixing handles, frictions stays, iointing cteat bolting device, locking arrangement, spring catch as required cofhplete as specified and directed for all levels ( cement concrete to be a) Side hung and top hung windows and ventilators (IV) 5mm clear glass

Providing, fitting and fixing anodised aluminium framed glazed doors with anodised aluminium frame made of 100mm X 45mmX 2.5mm section of afproved brand with door style of size 88mm X 45mm X 2.5rnm, top rail 50mm X 45mm X 2mm lock rail 100mm X 45mm X 2mm and bottom rails 100mm X45mm X2.5mm fitted with glazing clip, special type rubber gasket comprete incruding hydrauric froor spring, pivot, tower bolt in each leaf, aluminium door handre, lock, angres,cleat etc comprete as. specified and directed by the department at ati levels. (IV) Prelaminated Board.

Providing, fitting and fixi,pg 40mmX4gmm wood reinforced PVC. chowkhats fitted & fixed'to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc.as specified and directed at all levels.

Providing, fitting and fixing 24mm/29mm tfrick ploymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hings, screws, bolts etc. as specified and directed at all levels (Door fixtures and fiftings to be measured and paid seperately)

Providing fitting and fixing M.S. Grill of requirement pattern….. (I) Plain Grill (c ) Fixed to Brick work/PCC/RCC

Providing antl fitting stainless steel ( Grade 304) railing made of hollow tubes, ,channels, plates etc. including welding grinding buffing polishing and making curvature ( where ever required) and fitted the same with necessary nuts and bolts complete i.e., fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of the waist slab with suitable arrangement as per approval of engirteer in charge. ( for payment, only weight of stainless steel menrber is to be considered no extra payment for ftxing accessories such as nuts, bolts, fasteners etc. will be considered.)

Providing surface preparation for walls, ceiling etc. using average 1.5mm thick plaster of paris including clearing, rubbing with sand paper, filling gaps, depression etc. where necessary with chalk powder and plaster of paris paste making the surface even and smooth complete at all levels as specified and directed.

Providing two coats of acrylic water based wall putty / wall filler of asian paints/ berger/ dulux over concrgte/ cement plaster/ brick walls and ceilings both internar and external after removing all the loosely adhering materials from the wall/ ceiling surface with the help of emery stone, putty brade or wire brush moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department.

Wall painting (two coats) with plastic emulsion paint of approvedbrand and manufacture (Asian paint/ Berger Paint/ ISI paint/ I & N paint/ Nerolac) on new surface to give an even shade after throughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. (a) Plastic Emulsion Paint of approved brand and manufacture (Asian paint/ Berger paints/ICI Paints Nerolac)

Applying one self priming coat of acrylic emulsion paint of approved brand thinning by adding water as per the specification of manufacturer over freshly plastered wall surface afterthroughly brooming the surfaces free mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.

Finishing wall with two coats of acrylic emulsion exterior paint of approved brand of required shade, thinning by adding water as per speicification of manufacturer after throughly brooming the surface to removed all dirts and remains of loose powdered materials as specified and directed by the department.

IN SUPER STRUCTURE FIRST FLOOR Reinforced Cement Concrete works: 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 works . and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separately) (l)Using Mixture Machine ( A) In substructure up to plinth level. (N) Without using admixture, Pplasticiser, (b) M20 grade concrete or prop 1:1.5:3. In super structure from 1st floor level to roof level.

Supplying, fitting & fixing in position reinforcement bars conforming to I.S. Code for R.C.C. work / R. B. walling including straightening cleaning, cutting and bending to proper shaps and length as per" details, supplying and binding with 20G annealed black wire and, placing in position with proper blocks, supports, chairs, spacers etc. conoplete. ( no extra measurement for iap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) ( Upto lst floor level) (a) Fr:om primary produeer:: TATA/SAIV Esser Stqel/Jindal Steell,shyam Steel RINL. (ii) Super Ductile (SDITMT reinforcement bars.

230mm thick brick wall in cement mortar with 1st class brick idcluding racking out joints and curing complete as directed in structure. (ii) ln superstructure above printh revel up to 1st floor lever. (b) ln proporation 1:4 (1 cement : 4 Sand)

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 ( proturding M.S, rod/ tor steel of column to be embedded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) ln cement mortar in.proportion 1:4 ( 1 cement : 4 sand)

supplying, fitting & fixing RCC precast doubly curved funicular shell units placing the sheel unit to its proper over (3:1) mortar padding on the floor/roof complete in all respect. (racking out joints and curing complete as directed in structure) Size of sheel units-850mm X 750mm

supplying, fitting & fixing RCC precast doubly curved funicular shell units placing the sheel unit to its proper over (3:1) mortar padding on the floor/roof complete in all respect. (racking out joints and curing complete as directed in structure) Size of sheel units-850mm X 850mm

Cement Plastering 15mm thick cement plaster in single coat on rough side of 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 rough side (b) in cement mortar 1:4 in ceiling

PLY BOARD SHUTTERING (FORM WOR) 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.

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.

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.

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: 3.2.1.4 In bibbed/Waffle Slab including rib beams (measurement to be taken on flat surface)

Providing vetrified froor tires odf approved quarity of specified size, shape and thickness not less than 18mm on floors, skirting risers,and treads of steps over 15mm thick base of cement mortar in proporation 1:3 ( l cement: 3 coarse sand) including cutting : where necessary finished with frush pointing with Fix- A- Tire ( choksey/ sika Pedelite/ Rouf)/ white cement srurry mixed with approved pigmpnt to match shade of tiles, mixed with approved pigment to match the shade of the tiles, cor.np.rete at ail revers as specified and directed ( coloured pigment should be in conformity with colour of tiles and as approved and directed by the department.)

Providing, fitting & fixing coloured anodised aluminium windows, and ventilators of standard sections of approved brand without horizental glazing bars joints mitred and welded ( manufactured to relevent 15 specifications)fitted with 6rnmX 3.15mm lugs 100mm long embedded in CC blocks 150mm X 100mm X 100 mm in 1:3:6 mix including providing and fixing handles, frictions stays, iointing cteat bolting device, locking arrangement, spring catch as required cofhplete as specified and directed for all levels ( cement concrete to be a) Side hung and top hung windows and ventilators (IV) 5mm clear glass

Providing, fitting and fixing anodised aluminium framed glazed doors with anodised aluminium frame made of 100mm X 45mmX 2.5mm section of afproved brand with door style of size 88mm X 45mm X 2.5rnm, top rail 50mm X 45mm X 2mm lock rail 100mm X 45mm X 2mm and bottom rails 100mm X45mm X2.5mm fitted with glazing clip, special type rubber gasket comprete incruding hydrauric froor spring, pivot, tower bolt in each leaf, aluminium door handre, lock, angres,cleat etc comprete as. specified and directed by the department at ati levels. (IV) Prelaminated Board.

Providing, fitting and fixi,pg 40mmX4gmm wood reinforced PVC. chowkhats fitted & fixed'to the columns/ stiffeners/ walls with necessary holdfast/ sleeves etc.as specified and directed at all levels.

Providing, fitting and fixing 24mm/29mm tfrick ploymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hings, screws, bolts etc. as specified and directed at all levels (Door fixtures and fiftings to be measured and paid seperately)

Providing fitting and fixing M.S. Grill of requirement pattern….. (I) Plain Grill (c ) Fixed to Brick work/PCC/RCC

Providing antl fitting stainless steel ( Grade 304) railing made of hollow tubes, ,channels, plates etc. including welding grinding buffing polishing and making curvature ( where ever required) and fitted the same with necessary nuts and bolts complete i.e., fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of the waist slab with suitable arrangement as per approval of engirteer in charge. ( for payment, only weight of stainless steel menrber is to be considered no extra payment for ftxing accessories such as nuts, bolts, fasteners etc. will be considered.)

Providing surface preparation for walls, ceiling etc. using average 1.5mm thick plaster of paris including clearing, rubbing with sand paper, filling gaps, depression etc. where necessary with chalk powder and plaster of paris paste making the surface even and smooth complete at all levels as specified and directed.

Providing two coats of acrylic water based wall putty / wall filler of asian paints/ berger/ dulux over concrgte/ cement plaster/ brick walls and ceilings both internar and external after removing all the loosely adhering materials from the wall/ ceiling surface with the help of emery stone, putty brade or wire brush moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department.

Wall painting (two coats) with plastic emulsion paint of approvedbrand and manufacture (Asian paint/ Berger Paint/ ISI paint/ I & N paint/ Nerolac) on new surface to give an even shade after throughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. (a) Plastic Emulsion Paint of approved brand and manufacture (Asian paint/ Berger paints/ICI Paints Nerolac)

Applying one self priming coat of acrylic emulsion paint of approved brand thinning by adding water as per thg specification of manufacturer over freshly plastered wall surface afterthroughly brooming the surfaces free mortar droppings and other foreign matter and including preparing the surface even and sand papered smoottn as specified and directed by the department.

Finishing wall with twc coats of acrylic emulsion exterior paint of approved brand of required shade, thinning bv adding water as per speicification ofmanufacturer after throughly brooming the surface to removed all;dirts and remains of loose powdered materials as specified and directed by the department

Providing Gombhuj/Sikhara as per design details:- 3.1.1 Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m and removal of the same for in-situ reinforced concrete and,plain concrete work in: 3.1.1.3. Columns, Pillars, Posts & Struts. (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having vertical face. (ii) Using 25mm thick plank.

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 3.1.1.4 Sides and soffits of Beams, Beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M (ii) Using 25mm think plank.

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 3.1.1.5 Flat surfaces such as soffties of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like (a) Floors etc. upto 200mm in thickness. (ii) Using 25mm thick plank.

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/RINL (i) TMT Corrosion resistant steel (CRS) reinforccement bar

2.2.1 Providing and laying plain/reinforced concrete works in prop 1:2:4(1cement : 2coarse sand:4graded stone aggregate, 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work.(from work and reinforcement will be measured and paid separately) (I) Using Mixer Machine. (B) In super structure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. (ii) Column, pillars, posts, struts, suspended floor, roof landing, shelf and supprot, balcony, lintel, sill band beam, girder, bressumer, cantilever, staircase(except spiral staircase and landing) including preparing the top surfaces and finishing of noising. (b) M20 grade concrete or Prop 1:1.5:3

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 as directed. b) in cement morter 1:4

13.2.2 c) Applying one coat of distemper prime of approved brand and manufacture on wall surface after throughly brushing the surfaces free from morter droping and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.2 g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give and even shade,after throughly brushing the surfacefree from mortar dropings and other foreign matter and including preparing

5.9.1 18mm thick marbel stone slab flooring of sizes 1200 X 1200 including treads and risers of steps, skirting , laid over 20 mm thick base of cement plaster 1:6 (1cement : 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with marbel slab of specified quality and shade at all levels. (i) Dungri slab.

3.1.1 Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m and removal of the same for in-situ reinforced concrete and,plain concrete work in: 3.1.1.3. Columns, Pillars, Posts & Struts. (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having vertical face. (ii) Using 25mm thick plank.

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 3.1.1.4 Sides and soffits of Beams, Beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M (ii) Using 25mm think plank.

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 3.1.1.5 Flat surfaces such as soffties of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like (a) Floors etc. upto 200mm in thickness. (ii) Using 25mm thick plank.

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/RINL (i) TMT Corrosion resistant steel (CRS) reinforccement bar

2.2.1 Providing and laying plain/reinforced concrete works in prop 1:2:4(1cement : 2coarse sand:4graded stone aggregate, 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work.(from work and reinforcement will be measured and paid separately) (I) Using Mixer Machine. (B) In super structure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. (ii) Column, pillars, posts, struts, suspended floor, roof landing, shelf and supprot, balcony, lintel, sill band beam, girder, bressumer, cantilever, staircase(except spiral staircase and landing) including preparing the top surfaces and finishing of noising. (b) M20 grade concrete or Prop 1:1.5:3

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 as directed. b) in cement morter 1:4

13.2.2 c) Applying one coat of distemper prime of approved brand and manufacture on wall surface after throughly brushing the surfaces free from morter droping and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.2 g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give and even shade,after throughly brushing the surfacefree from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

5.9.1 18mm thick marbel stone slab flooring of sizes 1200 X 1200 including treads and risers of steps, skirting , laid over 20 mm thick base of cement plaster 1:6 (1cement : 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with marbel slab of specified quality and shade at all levels. (i) Dungri slab.

3.1.1 Providing form work of oidinary timber planking-so as to give a rough finish including cehtering, shuttering, strutting and propping etc. helght of propping and centering berow supporting floor to ceiling not exceeding4.0m and removal of the same for in-situ reinforced concrete and,plain concrete work in: 3.1.1.3. Columns, Pillars, Posts & Struts. (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having vertical face. (ii) Using 25mm thick plank.

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 3.1.1.4 Sides and soffits of Beams, Beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M (ii) Using 25mm think plank.

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 3.1.1.5 Flat surfaces such as soffties of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like (a) Floors etc. upto 200mm in thickness. (ii) Using 25mm thick plank.

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/RINL (i) TMT Corrosion resistant steel (CRS) reinforccement bar

2.2.1 Providing and laying plain/reinforced concrete works in prop 1:2:4(1cement : 2coarse sand:4graded stone aggregate, 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work.(from work and reinforcement will be measured and paid separately) (I) Using Mixer Machine. (B) In super structure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. (ii) Column, pillars, posts, struts, suspended floor, roof landing, shelf and supprot, balcony, lintel, sill band beam, girder, bressumer, cantilever, staircase(except spiral staircase and landing) including preparing the top surfaces and finishing of noising. (b) M20 grade concrete or Prop 1:1.5:3

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 as directed. b) in cement morter 1:4

13.2.2 c) Applying one coat of distemper prime of approved brand and manufacture on wall surface after throughly brushing the surfaces free from morter droping and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.2 g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give and even shade,after throughly brushing the surfacefree from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

5.9.1 18mm thick marbel stone slab flooring of sizes 1200 X 1200 including treads and risers of steps, skirting , laid over 20 mm thick base of cement plaster 1:6 (1cement : 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with marbel slab of specified quality and shade at all levels. (i) Dungri slab.

Providing stone cladding works for external Surfaces: Supplying, fitting and fixing in position 40mm thick Dholpur slab in wall, dado making suitable arrangement to hold the stone properly with approved polymerised adhesives (6mm thick) as per I.S.I. specification including pointing with cement mortar (1:2)(1 cement :2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of Engineer -In-Charge including cost of all materials,labour,scaffolding,staging,curing complete (using white cement for pointing @ 2.4kg/sqm.) In Ground Floor. In cantilever projection at the entry: Front Facade:

Gate Complex 1.1 Earth work 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 A) (A)Upto a depth of 2.00m below the existing ground level. i) In ordinary soil

1.1 Earth work 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 (B) Extra over items no.1.1 (A) above for each 1m depth or part beyond the initial Foundation

4.1.1 Providing soling in foundation and under floor at all levels 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

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 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank

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 3.1.1.2 Sides of tie beams, grade beams etc. at or below fround level. (b) Using 25mm thick plank

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 3.1.1.3 Columns, Pillars, Posts & Struts (a) Square, Rectangular, Polygonal in plain or any shape like Tee/L etc.having plane (ii) Using 25mm think plank.

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 3.1.1.4 Sides and soffits of Beams, Beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M (ii) Using 25mm think plank.

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 3.1.1.5 Flat surfaces such as soffties of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like (a) Floors etc. upto 200mm in thickness. (ii) Using 25mm thick plank.

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.

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 (a) From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam (i) TMT Corrosion resistant steel (CRS) reinforcement bar

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (b) M20 grade concrete or Prop. 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (B) In Substructure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (ii) Columns, pillars, posts,struts, suspended floor,roof,landing,shelf and support,balcony,lintel,sil band, beam, bressummer, cantilever, staircase (expect spiral (b) M20 grade concrete or Prop 1:1.5:3

4.1.8 1st class brick nogged wall in cement mortar in racking our joints and curing complete as directed in super structure above Plinth up to 1st floor level (protruding M.S. rod/Tor steel of column to be embedded in cement mortar and will be measured and paid separately) A) 112 mm thick brick wall b) In Cement mortar in prop 1:4(1 cement: 4 sand)

6.2.1 10 mm 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 b) in cement morter 1:4

13.2.2 c) Applying one coat of distemper prime of approved brand and manufacture on wall surface after throughly brushing the surfaces free from morter droping and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.2 g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give and even shade,after throughly brushing the surfacefree from mortar dropings and other foreign matter and including preparing

17.12 Supplying , fitting and fixing double leaf heavy duty iron gate, frame made from 40mm X 40mm X 6mm M.S. angle and with M.S. flat of 40mm X 6mm size as per approved design. Necessary locking arrangement for for temporary closing the gate and 2nos. (minimum ) strong iron hinges of M.S. bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts)

13.7.2 Applying primary coat over new steel and other metal surface over 100mm in width or girth after preparing the surface by throughly cleaning 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

13.7.3 Applying primary coat over new steel and other metal surface upto 100mm in with or girth after preparing the surface by thoroughy cleaning oil, grease, dirt and other foreign (a) With ready mixed 'red-lead/red oxide' primer

13.7.4 Painting two coats (excluding priming coat) on new steel and other metal surface with enemel paint of approved brand and manufacture(Asian paint/ Berger paint/ICI paint/ j & N paint/ Nerolack) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (i) Surfacess over 100mm in width or girth (b) High gloss (asian paint/Berger paint/ICI paint/J & N paint/Nerolac)

13.7.4 Painting two coats (excluding priming coat) on new steel and other metal surface with enemel paint of approved brand and manufacture(Asian paint/ Berger paint/ICI paint/ j & N paint/ Nerolack) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (ii) Surfacess op to 100mm in width or girth (b) High gloss (asian paint/Berger paint/ICI paint/J & N paint/Nerolac)

5.9.1 18mm thick Marbel stone slab flooring of sizes 1200 X 1200 including treads and risers of steps, skirting , laid over 20 mm thick base of cement plaster 1:6 (1cement : 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete (i) Dungri slab.

5.9.2 18mm thick Marbel stone tiles in flooring risers and treads of steps, skirting, dado, walls, pillars laid with 10 mm thick base of cement plaster in prop 1:3 (1cement :3 coarse sand) and jointed with grey cement slurry including rubbing and polishing (a) With 18mm thick marble stone tiles of size 600mm X 600mm (i) Dungri slab

Boundary Wall:- 1.1 Earth work 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 A) (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 at all levels 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

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 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank

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 3.1.1.2 Sides of tie beams, grade beams etc. at or below fround level. (b) Using 25mm thick plank

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 3.1.1.3 Columns, Pillars, Posts & Struts (a) Square, Rectangular, Polygonal in plain or any shape like Tee/L etc.having plane (ii) Using 25mm think plank.

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 3.1.1.4 Sides and soffits of Beams, Beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M (ii) Using 25mm think plank.

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.

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 (a) From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam (i) TMT Corrosion resistant steel (CRS) reinforcement bar

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (b) M20 grade concrete or Prop. 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (B) In Substructure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (ii) Columns, pillars, posts,struts, suspended floor,roof,landing,shelf and support,balcony,lintel,sil band, beam, bressummer, cantilever, staircase (expect spiral (b) M20 grade concrete or Prop 1:1.5:3

4.1.6 230mm thick brick wall in cement morter with 1st class including racking out joints and curing complete as directed in structure. (i) In Sub-structure above plinth level up to 1st floor level. (i) In proportion 1:3(1 cement : 3sand)

4.1.8 1st class brick nogged wall in cement mortar in racking our joints and curing complete as directed in super structure above Plinth up to 1st floor level (protruding M.S. rod/Tor steel of column to be embedded in cement mortar and will be measured and paid separately) A) 112 mm thick brick wall b) In Cement mortar in prop 1:4(1 cement: 4 sand)

6.2.1 10 mm 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 b) in cement morter 1:4

6.2.2 15mm thick cement plaster in single coat on rough side of single or half brick wall for interior plastering upto 1st floor level including arises, internal roundred angels, not execeeding 80mm girth (b) In cement 1:4

13.2.2 c) Applying one coat of distemper prime of approved brand and manufacture on wall surface after throughly brushing the surfaces free from morter droping and other foreign matter and including preparing the surface even and sand papered smooth.

13.2.2 g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give and even shade,after throughly brushing the surfacefree from mortar dropings and other foreign matter and including preparing

Drainage Works:- 1.1 Earth work 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 A) (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 at all levels 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

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.

4.1.8 1st class brick nogged wall in cement mortar in racking our joints and curing complete as directed in super structure above Plinth up to 1st floor level (protruding M.S. rod/Tor steel of column to be embedded in cement mortar and will be measured and paid separately) A) 112 mm thick brick wall b) In Cement mortar in prop 1:4(1 cement: 4 sand)

6.2.1 10 mm 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 b) in cement morter 1:4

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 girth and finished even and smooth including curing complete as directed. (A) On rough side (b) In cement mortar 1:4

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

5.1.2. 25mm thick cement concrete topping 1:2:4 (1cement : 2 coarse sand : 4 coarse aggregate of 12 mm nominal size) finished with a floating coat of neat cement finish to be laid in panels including curing complete as directed finished with a floating coat of neat cement finish to be laid in panel including cuyring complete as directed.

25.12 Providing precast R.C.C. slab over drain septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S bars @ 150mm center both ways tying with 20gauge black annealed wire with necessary shuttering, curing etc. complete including fixing in position as directed. (b) 75mm thick slab.

Water Tank:- 1.1 Earth work 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 A) (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 at all levels 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

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 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank

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 3.1.1.2 Sides of tie beams, grade beams etc. at or below fround level. (b) Using 25mm thick plank

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.

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 measurement as the are include in rate)(Up to 1st floor level) (a) From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reinforcement bar

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (A) In Substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (b) M20 grade concrete or Prop. 1:1.5:3

2.2.1 Providing and laying plain/reinforced cement concrete works cement, coarse sand & (I) Using Mixer Machine (B) In Substructure from plinth level up to 1st floor level. (P) Using admixture, plasticiser etc. for air entraining, water reducing purposes including addition of agent for changing normalsetting time of concrete as required. (ii) Columns, pillars, posts,struts, suspended floor,roof,landing,shelf and support,balcony,lintel,sil band, beam, bressummer, cantilever, staircase (expect spiral (b) M20 grade concrete or Prop 1:1.5:3

6.2.1 10 mm 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 b) in cement morter 1:4

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

b) Finishing wall with water proofing cement paint of approved barnd and manufacture and required shade on new wall surface (two coats) to give an even shade after throughlybrooming the surface to remove all dirt and remains of loose powdered materials.

External Water Supply: 5.3/5.3.4 Labour for boaring hole for interestingtube well pipes through different soil/rock media including hire charges of drill pipes, scaffolding tools and plants as necessary and taking out the same loweing pipes, fittings complete as directed by the department. (i) Bore hole of 150mm dia

5.1.1 CPVC pipe with CPVC fittings (using SUPREME/PRINCE/SFMC/FUSION brand pipe) (ix) 90mm dia

5.1.1 CPVC pipe with CPVC fittings (using SUPREME/PRINCE/SFMC/FUSION brand pipe) (vi) 50mm dia

5.1.1 CPVC pipe with CPVC fittings (using SUPREME/PRINCE/SFMC/FUSION brand pipe) (ii) 20mm dia

5.1.1 CPVC pipe with CPVC fittings (using SUPREME/PRINCE/SFMC/FUSION brand pipe) (i) 15mm dia

3.2.1 Bib cock (i) Essco make (Delux/Sumthing spl./Tropical) (b) Long body bib cock with wall flange

Earth filling: Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, Municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) other than Guwahati city

Sculpture & Mural Features: Modeling of Mural (Size-3ft X 24ft)

Materials for Mural

Casting cost

Art work (Complete finishing)

Painting cost

Installation cost

2.1 Internal/External Electrification: Wiring for light/fan/ call bell point with 2 x 1.5 sq mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) in surface/recessed conduit wiring system with 20mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part - III conduit (Berlla/AKG/Precision/Presto Plast/polycab/MW or equivalent makes as approved by the Deptt.) including 6 Amp flush type switch/bell push(Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) G.I/MS switch board (ISI marked)with phenolic laminated sheet cover, ceiling rose (Anchor/Gold medal/kolor kany.kom/Havells or equivalent make as approved by the Deptt.) etc. complete 2.1.1. Short point up to 3.00 metre length.

2.1 Wiring for light/fan/ call bell point with 2 x 1.5 sq mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) in surface/recessed conduit wiring system with 20mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part - III conduit (Berlla/AKG/Precision/Presto Plast/polycab/MW or equivalent makes as approved by the Deptt.) including 6 Amp flush type switch/bell push(Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) G.I/MS switch board (ISI marked)with phenolic laminated sheet cover, ceiling rose (Anchor/Gold medal/kolor kany.kom/Havells or equivalent make as approved by the Deptt.) etc. complete 1.2.2. Medium point up to 6.00 metre length

2.1 Wiring for light/fan/ call bell point with 2 x 1.5 sq mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) in surface/recessed conduit wiring system with 20mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part - III conduit (Berlla/AKG/Precision/Presto Plast/polycab/MW or equivalent makes as approved by the Deptt.) including 6 Amp flush type switch/bell push(Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) G.I/MS switch board (ISI marked)with phenolic laminated sheet cover, ceiling rose (Anchor/Gold medal/kolor kany.kom/Havells or equivalent make as approved by the Deptt.) etc. complete 2.1.3. Long point up to 10.00 metre length.

2.2 Wiring to 5 a pin 6 Ampsplug point with 1.5 sq mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) in surface/recessed 2 mm thick/heavy rigid ISI marked IS: 9537 Part - III rigid PVC conduit (Berla/AKG/Precision/Presto Plast/polycab/MW or equivalent makes as approved by the Deptt.) wiring system including 5 pin 6 Amp flush type plug socket and 6 Amps F/T switch (Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) G.I/MS switch board (ISI marked with phenolic laminated sheet cover including earth continuity with 1.5 sq. mm cable to third pin of the plug socket etc. as required complete, when placed elsewhere. 2.2.2 Medium point up to 6.00 metre length

2.3 Wiring for 5/6 pin 16 Amp power plug point with 4 mm2 PVC insulated S.C unsheathed industrial (Multistrand) ale FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR cable or equivalent make) in surface/recessed conduit wiring system including and fixing 5/6 pin 15 Amp flush type socket out let and 16 Amp flush switch (Anchor penta/gold model/ kolor keney com or equivalent make) G.I/ M.S. switch board (ISI) marked with phenolic laminated switch cover including earth continuity with 2.5 mm2 cable to the 3rd pin of the lug socket as required complete with 20mm dia. 2 mm thick/heavy ISI marked IS : 9537 part-II PVC conduit (Belir/AKW/presto plus or equivalent make) as approved by the dept. 2.3.2. Medium point up to 9.00 mtr length

2.7 Wiring for drawing sub- main line with PVC insulated core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR cable or equivalent make as approved by the deptt.) PVC conduit (Berlia/AKG/Precision/Presto plast/Polycab/MW or equivalent make as approved by the deptt.) including earth continuity in surface/resessed 20 mm dia 2mm thick/heavy ISI marked IS : 9537 PART- III rigid PVC conduit wiring system. 2.7.1. With 2X2.5 s.q mm + earth continuity with 1 X 1.5 sq.mm in 20 mm dia 2mm thick/heavy rigid PVC IS: 9537 Part-III conduit

2.7 Wiring for drawing sub- main line with PVC insulated core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR cable or equivalent make as approved by the deptt.) PVC conduit (Berlia/AKG/Precision/Presto plast/Polycab/MW or equivalent make as approved by the deptt.) including earth continuity in surface/resessed 20 mm dia 2mm thick/heavy ISI marked IS : 9537 PART- III rigid PVC conduit wiring system. 2.7.2. With 2X4 s.q mm + earth continuity with 1 X 2.5 sq.mm in 20 mm dia 2mm thick/heavy rigid PVC IS: 9537 Part-III conduit

2.7 Wiring for drawing sub- main line with PVC insulated core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR cable or equivalent make as approved by the deptt.) PVC conduit (Berlia/AKG/Precision/Presto plast/Polycab/MW or equivalent make as approved by the deptt.) including earth continuity in surface/resessed 20 mm dia 2mm thick/heavy ISI marked IS : 9537 PART- III rigid PVC conduit wiring system. 2.7.3. With 2X6 s.q mm + earth continuity with 1 X 4 sq.mm in 25 mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part-III conduit

2.7 Wiring for drawing sub- main line with PVC insulated core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR cable or equivalent make as approved by the deptt.) PVC conduit (Berlia/AKG/Precision/Presto plast/Polycab/MW or equivalent make as approved by the deptt.) including earth continuity in surface/resessed 20 mm dia 2mm thick/heavy ISI marked IS : 9537 PART- III rigid PVC conduit wiring system. 2.7.4. With 2X10 s.q mm + earth continuity with 1 X 6 sq.mm in 25 mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part-III conduit

2.8 Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) including earth continuity in surface/recessed PVC 20mm dia. 2 mm thick/heavy rigid ISI marked IS: 9537 Part - III rigid PVC conduit (Berlia/AGK/Precision/Presto Plast/polycab/MW or equivalent makes as approved by the Deptt.) wiring system. 2.8.5. With 3X16 s.q mm + earth continuity with 2 X 10 sq.mm in 32 mm dia 2 mm thick/heavy rigid PVC IS: 9537 Part-II conduit.

2.10 Wiring for 5 a pin 6 Amp plug with 1.5 sq mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex/RR Kable or equivalent make as approved by the Deptt.) including 5 pin 6 Amp socket outlet (Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) and 6 amp flush type switch (Anchor Penta/Gold medal/ Kolor kany.kom/havells or equivalent make as approved by the deptt.) make earthing the 3rd pin of the socket as required on the switch boared in surface/recessed PVC conduit wiring system. When fitted on same boared of light and fan.

11.12 Supplying and fixing of polished Brass Bracket of 18 S.W.G. 25 cm long plate and brass lamp holder complete including connection as approved by the deptt. As required.

11.16 Supplying and fixing of 18/20 Watt CFL lamp in the existing batten holder. Angle holder/decorattive bracket/bulk head fitting/pendent holder etc. as specified and directed by the Deptt.

11.32 Supplying and fixing of Cell bell (Buzzer) including 5/6 amp capacity button piano type bell push switch including connection as approved by the Deptt.) as required.

15.4 Supplying with fitting fixing sheet steel, phosphatised powder painted dust vermin proof double door (ID-43) surface mounting SPN MCB DB incorporated with bus bar N- link earth wire able etc. fitted on wall with grounting nuts and bolts as required complete with making necessary connection as approved and specified as directed by the department. 15.4.1.2. 6 way SPN double door.

15.8 Supplying with fitting fixing sheet steel, phosphatised powder painted dust vermin proof double door (IP-43) surface mounting TPN MCB DB incorporated with bas-bar N link earth bar and din rail etc. fitted on wall with grounting nuts and bolts as required complete with making necessary connection as approved, specified as directed by the department. 15.8.1.1 4 way TPN (4+12) double door.

16.1 Supplying with fitting and fixing single pole 10 KA 240/415V 50Hz MCB of the folloowing capacity complete with making necessary connection as approved, specified and directed by the deptt. B Series 16.1.1.1 6 to 32A

16.3 Supplying with fitting and fixing single pole 10 KA 240/415V 50Hz MCB of the folloowing capacity complete with making necessary connection as approved, specified and directed by the deptt. 16.3.1. B Series (ABB Schneider MG, legrand , Hager, Crabtree Xpro make) 16.3.1.2. 40A

16.6 Supplying with fitting and fixing 4P 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 16.6.1 B series (ABB, Schneider MG, legrand, Hager, Crabtree Xpro make) 16.6.1.3 63A

16.13 Supplying with fitting and fixing panel mounting open execution 25 KA 415V 50Hz 3P MCCB (Icu-Icu, adjustable Iron setting 0.7) without enclosure of the following capacity complete with making necessary connection as approved and as specified and directed by the deptt. 16.13.1. 25 KA 415V 50Hz 3P MCCB (Schneider, Legrand, Siemens, Hager make)

16.13 Supplying with fitting and fixing panel mounting open execution 25 KA 415V 50Hz 3P MCCB (Icu-Icu, adjustable Iron setting 0.7) without enclosure of the following capacity complete with making necessary connection as approved and as specified and directed by the deptt. 16.13.1.7 125A

16.16 Supplying with fitting and fixing30/100/300mA sensitivity 240/415V 50Hz DP RCCB of the following capacity complete with making necessary connection as approved with making necessary connection as approved, specified and directed by the department. 16.36.2. 100/300mA sensitivity DP RCCB (Schneider neo break , C & S, Havells, V-Guared or equivalent make as approved by the department.) 16.36.2.5 100A

16.44 Supplying with fitting and fixing four pole 415V front handle operated on load Change over Switch (IP-20 Peotection power painted sheet steel enclosure fitted on angle iron frame of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 16.44.1. C & S, Havells, Indo Asian, HPL, GECO make. 16.44.1.4. 200A

22.7 Supplying installation & testing of G.I. earth station with perforated 40mm dia and 4.50 Metre long heavy duty G.I. pipe with necessary 40mm dia. G.I. Fitting such as Socket, Tee, elbow, nipple and 50 mm X 40mm G.I. reducing socket for funnel including breaking arrangement 300mm X 300mm X 6mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the department.

22.12 Extra for using salt 5Kg and Charcoal 64 k in pipe earth station pit to provide low impendence ground in location of high soil resistivity as and when required and specified by the Deptt.

22.16 Supplying and laying of 8 SWG Copper, earth from earth Electrode (below G.L) to electrical switch gear or electrical machineries including making necessary connection as appeoved, specified and directed by the deptt.

22.31 Supply, fitting & fixing of lighting Final Arrestor made of 25mm dia. 300 long solid copper tube having 85mm dia. Single prong at top and 3mm thick base plate at bottom complete with fitting & fixing with brass nuts & bolts on roof, RCC slab, top of column etc. as specified and directed by the department.

27.1 Supplying including fitting fixing of following A.C. Ceilling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the deptt.) as required complete and as directed by the department [Without regulator] 27.1.3 Premium model 1400 mm sweep. (ORIENT PSPO make) /Premium model 1400 mm sweep ss-390 Deco. Havells make)

27.2 Supplying including fitting fixing of following A.C. Exhaust fan in the existing hole on the wall of following sweep with making necessary connection as approved by the Deptt. as required complete and as directed by the Deptt. 27.2.1 Domestic 27.2.1. Power flux 225mm sweep (Orient make)

27.6 Supplying fitting and fixing of ceiling fan regulator including connection etc. Complete as required. 27.6.2 Electronic type

32.1 Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV grade solid stranded conductor, XLPE insulated, core laid up PVC tape inner sheathed, Armour (Alumium for single core up to 70 sq. mm balance Alumium strip, Galvanised for cables up to 2x10 sq. mm x 3x10 sq. mm,4x6 sq. mm balance all galvanized steel strip O, extruded PVCtype ST 2 sheathed, 650/L100 V grade as per lS 7908 ( Part - 1) 1988 armoured U.G. cable laid in ground/partially in air ( as required for termination over ground including excavation of cable trench up to depth of 75 cm, refilling, protective brick covering, sand cushioning etc. complete handling of surplus spoil, debris etc. to proper place as specified and directed by the deptt. ( Nicco/Havells/RPG/CCI/Polycap/Gloster Finolex make or equivalent) . 32.1.3 3 & 1/2 Core AXFY 32.1.3.6. 120.00 sq.mm 3 & 1/2 core armoured U.G. cable

39.10 Supplying including fitting , fixing, testing and commissioning of following capacity motor (Crompton Greaves/Aquatic/CRI/V- Gourd/Calma/Siemens make) complete with necessary connection as approved, specified and directed by the department. 39.10.5 2Hp single phase 1420 rpm.

ECBC 3.28 Supplying, installation, testing and commissioning of the following LED luminaries complete with all accessories such as driver etc. directly on wall/ceiling including connection with 1.5 sq.mm PVC insulated S.C. copper conductor as required and as directed by the department. ECBC.3.28.1. LED Lamp indoor application, operating voltage 90V-250V 12V DC 1. Model GN111-2 or equivalent, LED Lamp with Main input (Make Philips/Bajaj/Schneider/Havells)

41.1 Supplying including installation, testing and commissioning of Air/Water Colled Diesel Generator set coupled to suitable alternator of 220/415 V, AC 1/3-Phase 0.8 p.f (ia mounted on a 1)M.S. Fabricated base frame., 2) M.S. fuel tank of required capacity., 3) Residual Silencer., 4) Standared Control Panel., 5) Suitable batteries with lead., 5) First fill of lube oil., 96) Acoustic Enclousure directed by the department conforming to IS comprising the Technical Specification...as per manufacturer. (RANGE FROM 5 KVA TO 625 KVA) Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer alternator. 41.1.1 KVA-PHASE- Approx size- Approx Wt-COOLING 41.1.1.24 20-3-2030 X 1050 X 1550 1030 kg.- A/C

22.7 Supplying installation & testing of G.I. earth station with perforated 40mm dia and 4.50 Metre long heavy duty G.I. pipe with necessary 40mm dia. G.I. Fitting such as Socket, Tee, elbow, nipple and 50 mm X 40mm G.I. reducing socket for funnel including breaking arrangement 300mm X 300mm X 6mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the department.

22.12 Extra for using salt 5Kg and Charcoal 64 k in pipe earth station pit to provide low impendence ground in location of high soil resistivity as and when required and specified by the Deptt.

22.16 Supplying and laying of 8 SWG Copper, earth from earth Electrode (below G.L) to electrical switch gear or electrical machineries including making necessary connection as appeoved, specified and directed by the deptt.

32.11 Supplying and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV grade solid standed conductor XLPE insulated, core laid up PVC tape inner sheathed, Armour(Aluminiumfor single core up to 70sq. mm balance Aminium strip, Galvanised for cables up to 2 X 10 sq.mm X 3 X 10 sq. mm, 4 x 6sq.mm balance all galvanized steel strip 0, extruded PVC type ST 2 sheathed, 650/1100 V Graded. As per IS 7908(Part - I) 1988 armoured U.G. cable laid in ground/partically in air (as required for termination over ground including excavation of cable trench up to depth of 75 cm, refilling, protective brick covering, sand cushioning etc. complete handling of surplus spoil, debris etc. to proper place as specified and directed by the deptt. (NICCO/Havells/PPG/CCI/Ooly cab/Glaster/Finolex make or equivalent) 32.11.1 core-1, A2XWY. 32.11.1.6 4x95sq.mm single core armoured cable.

35.1 Supplying installation , testing and commissioning of following raing copper wound out door type transformer complete including the payment to be made to power supply authority for supervision charge, labour charge cost of LT and HT metering etc.( excluding load security and making necessary arrangement for charging approval of the sub- station from the complete authority as directed and specified by the deptt. Transformer should be as per CEA guide line as amended up to date 200 KVA star rating up to 5 star above 200 KVA as per guide lines cusses along with LV endurance. 35.1.3 100KVA 50Hz 11/0.33 KVA oil filled transformer with off circuit tap change.

36.5 supplying and erection to stay complete (Galve) with 19mm dia. X 18m long stay rod anchor plate of size 30 cm X 6.4mm thimble stay clamps buckle (19mm X 60mm) 7/3.15 mm dia. G.I Stay and starin insulator etc. in cement concrete 1:3:6 refilling etc. as required and directed by the deptt.

36.11 Supplying and fitting fixing Galvanized channel of 100mm X 50mm X 65mm X 2200 m long complete with clamps, bolts and nuts etc. as required and directed by the deptt.

36.14 Supplying and erection of 11 KV pin insulator (Poly) with G.I pin bolts and nuts coach screws etc. as required and directed by the deptt.

36.16 Supplying and erection of 11 KV disc insulator (Poly) 45 KV with hardwere fittings etc. as required and as directed by the deptt.

36.22 Supplying and fitting of 11 KV 400 A gang operated switch all accessories complete as directed by the deptt.

36.23 Supplying and fixing 11 KV 150 AD.O. fuse set complete as required and as directed by the deptt.

36.24 Supplying and fixing 11 KV lightening ammeter set complete as required and as directed by the deptt.

36.25 Supplying and fixing pole vlamp complete as required and as directed by the deptt.

36.30 Supplying and string up AAAC Racon conductor in the existing P.S.C./M.S.// Galvanized pole with binding etc. as required and as directed by the deptt.

36.34 Supplying, erection and commissioning of the following specification as per IS:2713:410 SP hot dip Galvanised steel tublar pole manufacturing out from electrically welded 3 (three) section having a bus bar plate including providing all required building materials as directed and specified by the deptt. (bansal/SRP/ Valmont/ Paruthi Engr make) 36.34.9 410SP 43 length of pole 10.00 metre length of section bottom= 5.20M, Middle= 2.40M, Top=2.10M. Out side, and thickness, Bottom= 193.70 x 5.40 mm. Middle 138.70 x 4.50 mm. Top = 114.3x3.65m.

36.42 Supplying including installation of 11 KV CT/PT combine metering system complete as required and as directed by the department. (or as per APDCL)

Add payment to be made for load security to ASEB Authority.

Janak Kr Narzary