NUCLEAR POWE

Item Item / Description

No.
SCHEDULE A: CIVIL WORKS
1 SECTION-1: EARTHWORK
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
1.1 disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. :
All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
1.2 disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

1.2.1 Ordinary rock

1.2.2 Hard rock (requiring blasting)
1.3 Disposal of excavated material
Disposal of excavated earth upto a distance of 1 km by Mechanical Transport including
1.3.1 loading,unloading and stacking
Disposal of excavated earth upto a distance of 2 km by Mechanical Transport including
1.3.2 loading,unloading and stacking
Disposal of excavated rock upto a distance of 1 km by Mechanical Transport including
1.3.3 loading,unloading and stacking
Disposal of excavated rock upto a distance of 2 km by Mechanical Transport including
1.3.4 loading,unloading and stacking
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in
1.4 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,
lead up to 1500 m and lift upto 15 m.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and
1.5 dressing complete.

1.6 Supplying chemical emulsion in sealed containers including delivery as specified. : Chlorpyriphos
emulsifiable concentrate of 20%
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment
(excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of
the vertical surface of the substructure to a depth of 300mm including excavation channel along the
1.7 wall & rodding etc. complete : With Chlorpyriphos E.C. 20% with 1%
concentration
 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment
(excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging
1.8 with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With
Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth
1.9 up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a
distance of 50 m outside the periphery of the area cleared.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of
1.10 trunks and branches, removing the roots and stacking of serviceable material and disposal of
unserviceable material.

1.10.1 Beyond 30 cm girth upto and including 60 cm girth

1.10.2 Beyond 60 cm girth upto and including 120 cm girth
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
1.11 trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and
ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.
1.11.1 All kinds of Soil

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches
1.12 or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming
of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated
soils as directed, within a lead of 50 m.

1.12.1 Ordinary rock

1.12.2 Hard rock (blasting prohibited)

1.13 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked
materials.
1.13.1 All kinds of Soil
1.13.2 Ordinary rock or Hard Rock
2 SECTION-2: CONCRETE WORK
Providing and laying in position cement concrete of specified grade excluding the cost of centering
2.1 and shttering - All work up to plinth level:
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate
2.1.1 20 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate
2.1.2 20 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size derivede from
2.1.3 natural sources)
Providing and laying Damp-proof course 40mm thick with cement concrete 1:2:4 (1 Cement : 2
2.2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
 Extra for providing and mixing water proofing material in cement concrete work in doses by weight
of cement as per manufacturer's specification & directions of Engineer-in-charge.
2.3

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality
2.4 using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and
finally with apiece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III)
derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural
sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and
2.5 consolidated and grouted with fine sand, including necessary excavation, levelling & dressing &
finishing the top smooth.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including
attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing
courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up
to floor five level, excluding the cost of centering, shuttering and finishing :
2.6 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form work for :
2.7 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth
and string courses fillets, kerbs and steps etc.

3 SECTION-3: REINFORCED CEMENT CONCRETE

3.1 Centering & shuttering including strutting, propping etc. and removal of form work for:
3.1.1 Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
3.1.2
3.1.3 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
3.1.4 Suspended floors, roofs, landings, balconies and access platform.
3.1.5 Columns, Pillars, Piers, Abutments, Posts and Struts
3.1.6 Stairs, (excluding landings) except spiral-staircases
3.1.7 Edges of slabs and breaks in floors and walls under 20 cm wide
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
3.1.8
3.1.9 Weather shade, Chajjas, corbels etc., including edges
Providing and laying of steel reinforcement of following grades , including removing scales, cutting,
bending, hoisting, placing and binding in position with 20 gauge annealed binding wire and cement
mortar cover blocks of CM 1:2 etc.at all levels complete as per specifications and drawings and
3.2 direction of Engineer. ( Chairs & spacers shall be measured & paid in this item)

3.2.1 Fe 500D or more - in all RCC works

3.2.2 Hard drawn steel wire fabric
3.2.3 Mild steel and Medium Tensile steel bars
RCC Work
Providing and laying in position ready mixed or site batched design mix cement concrete for
reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural
sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve
durability and workability without impairing strength; including pumping of concrete to site of laying,
curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be
3.3 payable separately. In case the cement content in design mix is more than 110% of the specified
minimum cement content, the contractor shall have discretion to either re-design the mix or bear the
cost of extra cement.
Concrete of M35 grade with minimum cement content of 370 kg /cum

3.3.1 All works upto plinth level

3.3.2 All works above plinth level upto floor V level
Add/recover for using extra cement in the item of design mix over/under the specified cement
3.4 content therein.

Providing and fixing of expansion joint system related with floor location including gap filling with
polysulphide caulking compound as per drawings and direction of Engineer-In-Charge. The joints
system will be of extruded aluminum base members, self aligning / self centering arrangement and
support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor
/floor to wall expansion control system for various vertical locations in load application areas that
accommodates multi directional seismic movement without stress to it's components. System shall
consist of metal profiles with a universal aluminum base member designed to accommodate various
project conditions and finish floor treatments. The cover plate shall be designed of width and
thickness required to satisfy projects movement and loading requirements and secured to base
3.5 members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates /
moves in all directions.
The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions
including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have
watertight joint is mandatory requirement all as per the manufactures design and as approved by
Engineer -in- Charge. (Material shall conform to ASTM 6063). :
Floor Joint of 150 mm gap
 Providing and fixing of expansion joint system related with wall joint (internal/ external) location
including gap filling with polysulphide caulking compound as per drawings and direction of
Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning /
centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it
provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application,
3.6 both new and existing construction in office Buildings & complexes with no slipping down tendency
amongst the components of the Joint System. The Joint System shall utilize light weight aluminum
profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular
to facilitate movement. (Material shall conform to ASTM 6063.) :
Wall Joint of 150 mm gap

Providing and fixing of expansion joint system of approved make and manufactures for various roof
locations including gap filling with polysulphide caulking compound as per approved drawings and
direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self
aligning and self centering arragement support plates asper ASTM B221-02. The system shall be
such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is
capable of accommodating multidirectional seismic movement without stress to its components.
System shall consist of metal profile that incorporates a universal aluminum base member designed
to accommodate various project conditions and roof treatments. The cover plate shall be designed
of width and thickness required to satisfy movement and loading requirements and secured to base
3.7 members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates /
moves in all directions. :
The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow freedom of movement and flexure inall directions
including vertical displacement. The Joint System shall resistsdamage or deterioration from the
impact of falling ice, exposure to UV,airborne contaminants and occasional foot traffic from
maintenancepersonnel. Provision of Moisture Barrier Membrane in the Joint System to have water
tight joint is mandatory requirement. Material shall confirm to ASTM 6063.:
Roof Joint of 150 mm gap

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
3.8
4 SECTION-4: BRICK WORK
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average
4.1 compressive strength up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
 Providing and laying autoclaved aerated cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks in super structure above
plinth level up to floor V level with RCC band at sill level and lintel level
with approved block laying polymer modified adhesive mortar all
4.2 complete as per direction of Engineer-in-Charge. (The payment of RCC
band and reinforcement shall be made for seperately).

Providing and laying autoclaved aerated cement blocks masonry with

100 mm thick AAC blocks in super structure above plinth level up to
floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate
4.3 includes providing and placing in position 2 Nos 6 mm dia M.S. bars at
every third course of masonry work.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.4 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course
4.5
of half brick masonry.
5 SECTION-5: STONE WORK
Granite Stone (mirror polished and machine cut edge) tile work of 8mm thickness and any shade
for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed
of cement mortar 1:3 (1 Cement : 3 coarse sand) including painting in white cement with an
admixture of pigment to match the stone shade. Sample shall be approved by Engineer-In-Charge.
5.1 (Slab area above 0.50 Sqm)

Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone
5.2 wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.

6 SECTION-6: Marble & Granite Work

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,
machine cut Granite of any colour and shade for kitchen platforms, vanity counters, window sills,
facias and similar locations of required size, approved shade, colour and texture laid over 20 mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed
with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges
to give high gloss finish etc. complete at all levels. Sample shall be approved by Engineer-In-
6.1 Charge.
Area of slab over 0.50 sqm

7 SECTION-7: WOOD WORK

 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative
type, core of block board construction with frame of 1st class hard wood and well matched
commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of
shutters:
7.1 35 mm thick including Heavy duty Stainless Steel butt hinges
with necessary screws,
Note: Cost of decorative veneering will be paid separately in relavent items.

Providing & Fixing 1 mm thick decorative high pressure laminated sheet of plain / wood grain in
gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive
7.2 bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

Providing and fixing 4mm thick one side decorative veneer of approved make on partitions or
7.3 whrever required including making grooves/patterns & Superior grade melamine polish etc.,
complete as per drawing

7.3.1 Natural teak ( Durian or equivalent)

7.3.2 Abacha ( Durian or equivalent)
7.3.3 Chess wood ( Durian or equivalent)
7.3.4 Fumed Sapeli ( Durian or equivalent)
Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out
of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based
concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with
intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash
7.4 fastener of approved size and make, including applying a coat of approved brand fire resistant
primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for
separately).

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating
conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-
charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm
wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120
gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing
7.5 hinges of approved make, including applying a coat of approved fire resistant primer etc. all
complete as per direction of Engineer-in-charge (panneling to be paid for separately).

Providing and fixing glazing with clear fire resistant glass panes 6mm thick of approved brand,
having minimum 60 minutes fire resistance in fire resistant door shutters, fixed panels, ventilators
and partitions etc., with G.I. beading of appropriate size, made out of 20 SWG G.I.sheet (zinc
coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire
7.6 resistant primer on G.I. beading etc., complete all as per direction of Engineer-incharge.

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on
7.7 back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in-
charge, all complete.
 Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections , of size 65
mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and
jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames
with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing
& fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with
7.8 required number & size of anchor dash fastners, all complete as per manufacturer's specification
and direction of Engineer-in-charge.

Providing & fixing factory made uPVC white color sheet fixed door comprising of uPVC multi
chambered frame, sash & mullion(where ever required) extruded profile duly reinforced with 1 to 1.5
to 2mm +- 0.2mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate
dimension, TPV Gasket having separate dranage system zinc alloy(white powder coated) 3D hinges
and one handle on each side of the panel along with zinc plated mild steel multi point locking having
transmission gear, cylinder with keeps and one side key, G.I. Fasteners 100x8mm size for fixing
frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile
of Frame & Sash shall be metered cut and fusion welded at all corner, Mullion (if required) shall be
also fusion welded including drilling of holes for fixing hardware & drainage of water etc. After fixing
frame, the gap between frame and adjacent wall shall be filled with weather proof silicon sealant
7.9 over backer rod of required size and the approved quality, all complete as per approved drawing &
direction of Engineer-in- Charge. NOTE: - For uPVC frame, sash & mullion extruded profile minus
5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS
tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to
centre both ways (vertically & horizontally) or at required spacing near opening, with necessary
welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia,
75 mm long bolt, including making provision for opening for doors, windows, electrical conduits,
7.10 switch boards etc., including providing with two coats of approved steel primer etc. complete, all as
per direction of Engineer-in-charge.

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass
7.11 excluded) (overall area of door shutter to be measured):
Rectangular or square

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought
7.12 framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold
fast lugs or dash fastener shall be paid for separately).
Second class teak wood

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs
7.13 and priming coat on unexposed surface etc. complete :
2nd class teak wood of size 50x20mm
 Providing and fixing 250mm stainless steel grade 316 door handle of approved quality with
7.14 necessary screws etc all complete. (Dorset SS or equivalent in Ozone, Dorma, Godrej)

Providing and fixing Mortise lever handle of approved quality with necessary screws etc all
7.15 complete. Dorset Ebony (55mm)- EB OR SS or Equivalant in Ozone & Dorma, Godrej)

Providing and fixing SS Sliding door bolts 250x10 mm with necessary screws etc. complete:-
7.16 (Dorset or equivalent in Godrej, Dorma,Hafele)
Providing and fixing S.S. tower bolts with necessary screws etc. complete :(Dorset or equivalent in
7.17 Godrej, Dorma,Hafele)
Tower Bolt 250X 10mm -(Modal No. TS-1010-10'' of Dorset or equivalent in Godrej, Dorma,Hafele)
7.17.1
Tower Bolt 250X 10mm -(Modal No. TS-1010-10'' of Dorset or equivalent in Godrej, Dorma,Hafele)
7.17.2
Providing and fixing Door stopper spring actuacted of approved quality with necessary screws etc
7.18 all complete.
Modal No. DS SA(B) of Dorset or equivalent in Godrej, Dorma,Hafele)

Providing and fixing Door buffer -Wall mounted dia 22mm Ht. 75mm without cover (stainless steel)
7.19 actuacted of approved quality with necessary screws etc all complete.
Modal No. DB(22) of Dorset or equivalent in Godrej, Dorma,Hafele)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer with
7.20 necessary accessories and screws etc. complete.
Dorset -DC 60 SM of Dorset or equivalent in Godrej, Dorma,Hafele)
 Assembling, supplying ,Providing & fixing in existing aluminium frame work , glass panels
comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) Envision panel units
of size and shape as required and specified, comprising of an outer heat strengthened float glass
6mm thick, of Neutral colour and shade with reflective soft coating on surface # 2 of approved colour
and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,
dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete
for the required performances, as per the Architectural drawings for fixed & openable panels , as per
the approved shop drawings ( to be prepared & supplied by the contractor) as specified and as
directed by the Engineer-in-Charge. The glass shall be assembled in the factory/ workshop of the
glass processor. “(Payment for fixing of Panels in the curtain glazing is to included in cost of item of
structural glazing /aluminium doors/windows). “For payment, only the actual area of glass on face #
1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided
and fixed in position, shall be measured in sqm.“ Aluminium work to be paid seperatly in relevanat
aluminium items. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on
7.21 face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having
properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light
reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2
degree K etc. The properties of performance glass shall be decided by Engineer-In-Charge as per
the green building/site requirement.

Providing & fixing in existing aluminium frame work , Coloured tinted float glass 6mm thick substrate
with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of
approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection
internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value
of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical
sanctioning authority as per the green building/site requirement ( cost to include fixing &
7.22 accessories. Cost Aluminium sections are to be paid seperatly in relevant Aluminium items).

Supply and fixing of frameless glass railing as per design approved by NPCIL. Glass Will be of
12mm clear toughened glass with polish grinding make Saint Gobain. Included bottom Spigot
(Bracket) as per design, Fastners make Hilti, top handrail SS 304 Grade matt polished with glass to
7.23 handrail clamp, fixing, loading, unloading, cartage, glass holes and side wall handrail caps etc as
per drawings.

Supply and fixing of automatic sliding door system for 4150mm track length (door size 1800 x 2100)
Including glass to glass back mounted plate and manets. Glass will be of 10mm/12mm toughned
7.24 glass as per requirement or panel size. Included cost of fixing, carriage and all necessary hardware
as per the instruction of Engineer in charge

Supply and fixing of automatic sliding door system for 1700mm track length (door size 1200 x 2100)
Including glass to glass back mounted plate and manets. Glass will be of 10mm/12mm toughned
7.25 glass as per requirement or panel size. Included cost of fixing, carriage and all necessary hardware
as per the instruction of Engineer in charge
8 SECTION-8: STEEL WORK

Steel work welded in built up sections/ framed work including cutting hoisting, fixing in position and
8.1 applying a priming coat of approved steel primer using structural steel etc.as required.
In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates
etc.,including welding, grinding, buffing, polishing and making curvature(wherever required) and
fitting the same with necessary stainless steel nuts and bolts complete, i/c 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 waist slab with suitable arrangement as per approval of
8.2 Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing pressed steel door frames conforming to IS: 4351 manufactured from
commercial mild steel sheet of 1.6 mm thickness including hinges jamb, lock jamb, bead and if
required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to
each jamb including heavy duty stainless steel butt hinges 2.5mm thick with mortar guards,
including MS to SS welding process, including drilling holes of specified dia & depth with provision
of PVC sleeves for accomodating fitting such as Aldrops, tower bolts etc., lock strike-plate and
shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of
8.3 the surface as directed by Engineer-in-charge :
Profile C Fixing with adjustable lugs with split end tail to each jamb

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including
welding and bolted with special shaped washers etc. complete:
8.4
Hot finished seamless type tubes

Providing and fixing 1mm thick M.S. sheet door using M.S. angles 40x40x6 mm for diagonal braces
with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all
8.5 necessary fittings complete, including applying a priming coat of approved steel primer.

Providing and fixing Motorised RS78GS Rolling Shutters of size (4000X3500MM) with Compact
Gear P.R.C. Make Indirect Drive Operator with Curtain made of single skinned Galvalume steel
laths with one coat of epoxy primer, Bottom profile made of aluminium with one coat of epoxy primer
by spray, Heavy duty TG Galvanised steel side guides with one coat of epoxy primer by spray with
shutter having Windlock and CE Certified CRS Compact Gear P.R.C., Make Indirect Drive Operator,
8.6 External safety brake and three station push button with deadman control
 Providing and fixing Buiding Signages made of Stainless steel 316 grade 18 gauge thick, as per the
approved Font type (In English & Hindi) and style over the building facade including cost of fixing
8.7 letters on all surfaces with proper fixing arrangment, all leads & lifts, labour, machinary complete
work to satisfaction of Engineer in charge

8.7.1 Letter of height 400mm

8.7.2 Letter of height 300mm
Manufacturing, supplying and fixing retro reflective signage boards made up of 2 mm thick
aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat
activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by
Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back
ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing
which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing
the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or
bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along
with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in
grey colour on the back side of aluminium sheet including appropriate priming coat. The rate
8.8 includes the cost of rounding off the corners and erecting the same in position all complete as per
drawings, specification and direction of the engineer-incharge. (Structural frame work including M.S.
plate to be provided separately.)Rectangular area of the sheet only shall be measured for payment).

9 SECTION-9: FLOORING
Providing and laying cement concrete of 1:2:4 ( 1 Cement : 2 Coarse sand : 4 graded stone
aggregate 20 mm nominal size) in approach pavment to garages in suitable size of pannels
including consolidation with needle and vibro compactor equipment and finishing with power floater
to get desired smooth finish and making impression of specified pattern as per requirement, sawing
the contraction joint with machnical saw at specified spacing, the width of sawed groove shall be
6mm thick and depth shall be 1/4th of thickness of pavment and sawing operation should be carried
out as soon as the concrete is ready to accept the saw cut without trowelling. The joint should be
field with approved bitumastic sealant including transporting of concrete to site of laying including
9.1 cost of centering and shuttering, finishing, curing etc. all Complete with all material and labour as
per specifications and direction of Engineer-in-charge. (Qty of water used per bag of cement shall
not be more than 22.5 ltr. cement admixture shall be added if required for desired workabilty)

Supply and Application of IRONITE NO.3 powder (Metallic Dry shake coloured) @ 6kgs/m2
sprinkled over green concrete with 1/3rd of the dryshake to be sprinkled in First pass and floated
9.2 with Power float, remaining 2/3rd of dryshake to be sprinkled in next pass and the floor laid floated &
trowelled to acquire desired finish.
 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be
specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle
green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados,
over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey
9.3 cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching
shade complete.

Providing and laying Polished Granite stone flooring (jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent). in required design and patterns, in linear as well as curvilinear portions of the building,
all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and
pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing
9.4 and polishing etc. all complete as specified and as directed by the Engineer-in-Charge
(Slab area above 0.50 Sqm).

8mm thick (mirror polished and machine cut edge) Granite Stone tile work for wall lining upto 10 m
height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),
9.5 including pointing in white cement with an admixture of pigment to match the stone shade.

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine
polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-
9.6 Charge.:
Granite work

Chequerred Precast cement concrete tiles 22 mm thick of grade M-30 in specified pattren in
footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4
9.7 coarse sand).
Medium shade pigment using 50% white cement 50% Grey cement

Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick,
minimum 1800mm length and minimum 100 mm wide, in approved colour, texture and finish, having
Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion
Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with
underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over
prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of
9.8 size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of
1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per
direction of the Engineer in-charge.
 Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of
sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour,
texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials &
Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS
screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre
of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding
shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in
two layers, first layer on wall surface before fixing wooden frame and second layer on frame under
9.9 cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. with Eco friendly UV coating, all
complete as per direction of the Engineer in-charge.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as
well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm
thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)
laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of
matching shade including rubbing, curing and polishing etc. all complete as specified and as
9.10 directed by the Engineer-in-Charge :
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

40 mm thick fine dressed Red sand stone flooring over 20 mm (average) thick base of cement
9.11 mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
Marble stone flooring (Raj Nagar plain) with 18 mm thick marble stone, as per sample of marble
approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement :
9.12 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete
with :

25mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey
cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing
9.13 complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4
mm in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall
surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the
9.14 same. All completed as per direction of Engineer-incharge.

Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse
sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture &
mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross
section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg
9.15 of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg
per 50 kg of cement, all complete as per direction of Engineer-in-charge.
 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the
manufacturer) with water absorption less than 0.08%and conforming to IS:15622, of approved brand
& manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4
coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white
cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only
. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling
9.16 system and rubber mallet for placing the tiles gently and easily. : Glazed vitrified floor tiles polished
finish of size of Tile 600 x 1200 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the
manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved
brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4
coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white
cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only
. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling
9.17 system and rubber mallet for placing the tiles gently and easily. : Glazed Vitrified tiles Matt/Antiskid
finish of size of Tile 600 x 600 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the
manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved
brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4
coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white
cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only
. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling
9.18 system and rubber mallet for placing the tiles gently and easily. : Glazed Vitrified tiles Matt/Antiskid
finish of size of Tile 600 x 1200 mm

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer) of 1st quality conforming
to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20
mm thick cement mortar 1:4 (1 Cement :
9.19 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with
white cement and matching pigment etc.,
complete.

Providing and laying EXTERIOR GRADE VITIRFIED TILES in 400x400mm (thickness to be

specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622,
of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4
coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white
9.20 cement and matching pigments etc., complete. (Vermora DGVT Full body Solid Colour Exterior
series: Mystique (Matt finish) or equivalent in Somany,NITCO, Kajaria, H&R Johnson &
Asian(AGL)).
 Providing and laying EXTERIOR GRADE VITIRFIED TILES in 600x600 (thickness to be specified
by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of
approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4
coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white
9.21 cement and matching pigments etc., complete. (Vermora DGVT Full body Solid Colour Exterior
series: Rustic (Matt finish) or equivalent in Somany,NITCO, Kajaria, H&R Johnson & Asian(AGL)).

Providing and laying Digitally Glazed Vitrified (DGV) floor tile (Wooden finish) 600 x 1200mm
(thickness to be specified by the manufacturer) with water absorption less than 0.08% matt and
conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement
mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 KG/ SQM including
9.22 grouting the joints with white cement and matching pigments etc., complete (Vermora DGVT, Series
: Romano Wooden 600 x 1200, or equivalent in Somany,NITCO, Kajaria, H&R Johnson &
Asian(AGL)).

Providing and laying Digitally Glazed Vitrified (DGV) floor tile (Hi Gloss finish) 600 x 1200mm
(thickness to be specified by the manufacturer) with water absorption less than 0.08% matt and
conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement
mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 KG/ SQM including
9.23 grouting the joints with white cement and matching pigments etc., complete (Vermora DGVT, Series
: High Gloss 600 x 1200, or equivalent in Somany,NITCO, Kajaria, H&R Johnson & Asian(AGL)).

Providing and laying Digitally Glazed Extra Slim Vitrified floor tile 600 x 1200mm (thickness to be
specified by the manufacturer) with water absorption less than 0.08% matt and conforming to IS:
15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 KG/ SQM including grouting the
9.24 joints with white cement and matching pigments etc., complete

(Vermora X- Series : Crystal Glaze Finish, Clot Satuaro 600 x 1200, or equivalent in
9.24.1 Somany,NITCO, Kajaria, H&R Johnson & Asian(AGL)).
(Vermora X- Series : Silk Satin Finish, Pro Satuaro 600 x 1200, or equivalent in Somany,NITCO,
9.24.2 Kajaria, H&R Johnson & Asian(AGL)).
(Vermora X- Series : Matellic Granula Finish, Winter Cooper / Winter Grey 600 x 1200, or
9.24.3 equivalent in Somany,NITCO, Kajaria, H&R Johnson & Asian(AGL)).
Extra cost for fixing vitrified tiles in flooring using 4mm thk spacers and filling the gaps with epoxy
grout of approved shade after cleaning the joint & removing spacers when tiles got settlled in
position complete job including cost of PVC spacer, redimix epoxy grout (Leticrete or equivalant), all
9.25 leads and lifts, labour, tools & machinary, finishing top of epoxy neat, etc. as per the instructions of
Engineer-in-charge.
 Providing and fixing Digitally Glazed Vitrified (DGV) wall tiles, size 300x600conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours and all shades as
approved by Engineer-in-Charge, in dados, over 12 mm thick bed of cement mortar 1:3 (1 cement :
3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white
9.26 cement mixed with pigment of matching shade if required complete.

9.26.1 (Vermora Horizon- Series : Glossy Finish, Jerretto HL1 300 x 600, or equivalant).
9.26.2 (Vermora Horizon- Series : Sugar Finish, Sugar 300 x 600, or equivalant).
9.26.3 (Vermora Horizon- Series : Rustic Finish, Rain drop 300 x 600, or equivalant).
(Vermora GVT Wall (Exterior grade) - Series : Captiva & Castilla Finish Matt & SP Effect 250 x
9.26.4 600, or equivalant).
Providing and laying Heavy Duty Vitrified floor tiles 300 x 300mm of 10mm thickness conforming to
IS: 4457, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 KG/ SQM including grouting the
joints with white cement and matching pigments etc., complete (Core Endura Goodgrip series of HR
9.27 Johnson or equivalent in Somany,NITCO, Kajaria, Vermora & Asian(AGL)).

10 SECTION-10: ROOFING
 Providing and fixing false ceiling at all height including providing and fixing of frame work made of
special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm
(both
side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with
flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash
fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle
hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of
angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200
mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered
flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a
direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x
230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm
high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the
help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including
fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of
size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and
square edges of the board with recommended jointing compound , jointing tapes , finishing with
jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer
10.1 suitable for board, all as per manufacturer's specification and also including the cost of making
openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably
fixed, all complete as per drawings, specification and direction of the Engineer in Charge but
excluding the cost of painting with :
12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with
BIS
certification marks)

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling upto a height of 5 m above floor
level over first class kail wood strips 25 x 6 mm with 10 mm gap in between and reinforced with
10.2 rabbit wire mesh fixed to wooden frame (frame work to be paid separately).
 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved
texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light
Reflectance ? 85%,
Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true
horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of
0.33 mm thick
(galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of
size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length
600 mm
to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item
(galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully
threaded
hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200
mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the
help of
GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall
with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The
10.3 exposed
bottom portion of all T-sections used in false ceiling support system shall be pre-painted with
polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings
and as per
directions of the engineer-in-charge.
With 16 mm thick beveled tegular mineral fibre false
ceiling tile (NRC 0.55 to 0.6
 Providing and fixing factory fabricated modular tiled false ceiling of approved materials of size
595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized
steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner
with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick
(minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of
0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to
center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25
mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel
to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of
approved texture in the grid including, required cutting/making, opening for services like diffusers,
grills, light fittings, fixtures, smoke detectors etc.
Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm
fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with
galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along
main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint,
all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
10.4 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm
thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive)
and electro statically polyester powder coated of thickness 60 microns (minimum), including factory
painted after bending.
Special Note:- False Ceiling along with all fittings, fixtures & components of approved brand shall be
used.
 approved make for different plenum height with possible height adjustment upto 50 mm, comprising
of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I.
Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by
Engineer-in-charge consisting of
a) Providing at required spacing to form modular framework, pedestals made out of GI tube of
thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size
100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size
75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check
nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head
in position at the required level. The pedestals shall be fixed to the subfloor (base) through base
plate using epoxy based adhesive of approved make or the machine screw with rawl plug.
b) Stringers system in all steel construction hot dipped galvanized of rectangular size
570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal
head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed
by the pedestal and stringer assembly shall receive the floor panel, this system shall provide
adequate solid, rigid support for access floor panel, the system shall provide a minimum clear
10.5 uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all
complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.
c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static
high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded
construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top
and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7mm fused spot welded together
(minimum 64 welds in each dome and 20 welds along each flange). The panel should be corrosion
resistant epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is
filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming
compound. The access floor shall be factory finished with Anti-static High Pressure laminate with
Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within
0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm
without collapse in the centre of the panel which is placed on four steel blocks.
The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and, an
impact load of 50kg all complete as per the approved manufacturers specification and as per the
direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure
the quality of the product.
Providing and fixing on wall face unplasticised Rigid PVC rainwater pipes of 110 mm diameter
10.6 confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10 mm
gap for thermal expansion.(I)single socketed pipes.

Providing and fixing on wall face unplasticised PVC moulded fitting acessories for unplasticised
10.7 Rigid PVC rain water pipes confirming to IS-13592 type A including jointing with seal ring confirming
to IS 5382 leaving 10mm gap for thermal expansion:

10.7.1 110 mm Coupler

10.7.2 110 mm bend 87.5 deg
10.7.3 110 mm shoe
Providing and fixing unplasticised -PVC pipe clips of 110mm size of approved design to
unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with
10.8 M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1
cement : 4 coarse sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and
10.9 weighing not less than 440 grams.
 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m
x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of
10.10 neat cement, rounding the edges and making and finishing the outlet complete.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate
10.11 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per
standard design .

Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid
Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45
kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene
sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1
cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in
10.12 panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with
polymerized mastic, all complete as per direction of Engineer in-Charge.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of
special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm
(both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm
thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling
with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the
angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end
of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200
mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered
flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,
shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made
out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5
10.13 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230
mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help
of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish
of tapered and square edges of the board with recommended jointing compound , jointing tapes ,
finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two
coats of primer suitable for board, all as per manufacturer's specification and also including the cost
of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels
suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge
but excluding the cost of painting with :
1mm thick laminate over 7.5mm thick MDF Board
 Providing and fixing in 7.5mm thick MDF Board IS: 14587:1998 marked in panelling, finished with
10.14 1mm thck laminate with necessary fixing arrangement and screws etc. complete.

Providing and fixing Bamboo false ceiling at all height including providing and fixing frame work for
partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling
and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally)
or at required spacing near opening, with necessary welding at junctions and fixing the frame to
wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making
10.15 provision for opening for doors, windows, electrical conduits, switch boards etc., including providing
with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.

Supplying and fixing of Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm
thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating:
Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7
Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours fixed with
G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a
coat of approved steel primer and two coats of approved paint on over lapping of sheets complete
10.16 (up to a pitch of 600) etc., complete, excluding the cost of purlins, rafters, trusses including cost and
conveyance of all materials , labour charges , overheads and contractors profit etc., complete for
finished item of work in all floors.

P/F 6mm Lacquer glass Saint gobin make over existing partition ply including advesive etc.
10.17 complete as per drawing / design.
11 SECTION-11: FINISHING
11.1 Applying 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
Applying 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) finished with a floating coat of
11.2 neat cement.
Applying 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) on concrete/brick surfaces at all
11.3 places including ceilings as specified
Applying 18 mm cement plaster in two coats under layer 12 mm thick cement
11.4 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).

11.5 Applying Neat cement punning on surfaces including cleaning,etc.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand
11.6 and manufacturer, over the plastered wall surface to prepare the surface even and smooth
complete.

Extra for providing and mixing Integral waterproofing liquid admixture in cement plaster work as per
11.7 manufacturer specifications & directions of Engineer-in-charge.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give
11.8 an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary
paint of approved brand and manufacture.
 Supply & Fixing of Grc Jali As Per approved designs & sizes, with 50 mm thickness border and 25-
30 mm thickness from the Inner side. The Screens should be made from ‘53 grade’ White Portland
Cement manufactured by ,Birla Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant
Glass Fiber manufactured by or equivalent, Super Plasticizers and polymers shall be manufactured
by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for
11.9 pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should
take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent.

Providing and fixing hexagonal chicken mesh having opening 20mmx20mm of 26 gauge at juncitons
11.10 of concrete & brick work or between different material etc. as directed.by Engineer-in-charge.

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV
resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required
shade (Company Depot Tinted) with silicon additives on new work (Two or more coats applied @
1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
11.11

Applying priming coats with primer of approved brand and manufacture, with water thinnable
11.12 cement primer on wall surface having VOC content less than 50 grams/litre
Wall painting with two coats of premium acrylic emulsion paint of interior grade, having VOC
(Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture,
11.13 including applying additional coats wherever required to achieve even shade and colour.

Finishing walls with Royale Play Mettalics Texture Paint of approved brand and manufacture,
11.14 including applying additional coats wherever required to achieve even shade and colour.

French spirit polishing :

11.15 Two or more coats on new works including a coat of wood filler
 Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden
shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/ 120 no. and then with sand paper of
160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to
remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface
is further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
11.16 melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final
melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.)

12 SECTION-12: WATER PROOFING

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying
cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of
slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm.
This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242
kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to
12.1 air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface,
treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed
slurry.

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed
with water proofing cement compound consisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water
proofing cement compound @ 0.253 kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of
fibre cloth should not be less than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water
proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed
12.2 to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto
30 cm on parapet wall and tucked into groove in parapet all around.
(d) fourth and final layer of tiling which will be paid for separately.
For the purpose of measurement the entire treated surface will be measured.
 Providing and mixing Integral waterproofing liquid admixture for waterproofing treatment to RCC
structures like basement raft , retaining walls, re servior, sewage & water treatment plant , tunnels /
12.3 subway and bridge deck etc. As per manufacturer specifications & direction of Engineer-In-Charge

Providing and applying of swellable type water stop tape 19mm x 25mm thick in linear meter
(expansive nature) for construction joints treatment of RCC stucture, such as raft slab, retaining
walls, water storage tank and at the junctions of raft slab with the rataining primer for swellable
water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter.
Over the primed surface swellable type water stop tape shall be placed. The work shall be carried
12.4 out all comlete as per specification and the direction of the engineer- in- chagre. The product
performance shall carry guaranteed for 10 years against any leakage.

Filling of sunk portion of roof with foam concete of required height including filling complete levelling
12.5 and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification.

13 SECTION-13: ALUMINIUM WORK

Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with
extruded built- up standard tubular sections / appropriate Z sections and other sections of approved
make confirming to IS:733 and S:1285,fixed with rawl plug and screws or with fixing clips, or with
expansion hold fastners including necessary filling up of gaps at juctions, at top, bottom and sides
with required PVC /Neoprene felt etc. Aluminium sections shall be smooth, rust free, straight,
mitered and joined mechanically wherever required including cleat angle. Aluminium snap beading
for glazing / panelling CP brass / Stainless Steel screws, all complete as per architectual drawing
and the direction of Engineer-In-Charge. (glazing and panelling to be paid for separately) :
13.1
Anodised aluminium (anodised transperent or dyed to required shade according to IS: 1868,
Minimum anodic coating of grade AC15

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivolts friction
stay etc, and making provisional for fixing of approved powder caoted aluminium accessories fitting
wherever required including the cost of PVC neoprene gasket required (fitting shall be paid for
separately)
13.2
Anodised aluminium (anodised transperent or dyed to required shade according to IS: 1868,
Minimum anodic coating of grade AC15

Filling the gap upto 5 mm depth & 5 mm width between Al frame & adjacent RCC/Brick/Stone wall
13.3 by providing weather proof silicon sealent over backer rod of approvd quality as per architectural
drawings & directions of eng. In charge

Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of size 255 X
13.4 19 mmof approved quality with necessary stainless steel screws etc. to the side hung windows as
per direction of Engineer in- charge complete.
 Providing and supplying aluminium extruded tubular and other aluminium sections and fixing of
approved glass as per architechtural drawings and approved shop drawings , the aluminium quality
as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80
microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-
Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for
13.5 fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). However
the cost of glass to be paid separately in relevant item).

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system
of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all
heights and all levels, including:
Structural analysis & design and preparation of shop drawings for the specified design loads
conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind
pressure without any failure), including functional design of the aluminum sections for fixing glazing
panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws,
toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop
(barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure
equalisation & drainage and protection against fire hazard including:
Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of
required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving
perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structural steel
framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to
prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone
13.6 sealant compatible with the structural silicone sealant of required bite size in a clean and controlled
factory / work shop environment , including double sided spacer tape, setting blocks and backer rod,
all of approved grade, brand and manufacture, as per the approved sealant design, within and all
around the perimeter for holding glass.
Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes
and profiles, as required as per the site conditions, to seal the gap between the building structure
and all its interfaces with curtain glazing to make it watertight.
Making provision for drainage of moisture/ water that enters the curtain glazing system to make it
watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at
bottom (if required), making necessary holes of required sizes and of required numbers etc.
complete. This item includes cost of all inputs of designing, labour for fabricating and installation of
aluminium grid,installation of glazed units, T&P, scaffolding and other incidental charges including
wastages etc., enabling temporary structures and services, cranes or cradles etc. as described
above and as specified. The item includes the cost of getting all the structural and functional design
including shop drawings checked by a structural designer, dully approved by Engineer-in-charge.
The item also includes the cost of all mock ups at site, cost of all samples of the individual
components for testing in an approved laboratory, field tests on the assembled working structural
 Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium
section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire
mesh shall be paid for separately under relevant items under this subhead. However, for the
purpose of payment, only the actual area of structural glazing (including width of grooves ) on the
external face shall be measured in sqm. up to two decimal places.
Note:-2. The following performance test are to be conducted on structural glazing system if area of
structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National
Accreditation Board for Testing and Calibration Laboratories), Department of Science &
Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide
the necessity of testing on the basis of cost of the work, cost of the test and importance of the work.
Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified
laboratories
1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as
per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”
2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331- 09 testing method for a
range up to 2000 ml.”
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a
range upto 2000 ml”
4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing
wind pressure without any failure) as per ASTME- 330-10 testing method for a range upto 50 mm”
5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test”
Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240
kpa (35psi) upto 2000ml”

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at
site all accessories and hardwares for the openable panels as specified and of the approved make
such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless
steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts,
13.7 washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as
specified and as directed by the Engineerin- Charge.

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and
manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and
making necessary holes etc. for fixing required door fittings, all complete as per direction of
13.8 Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).

Providing and fixing double action hydraulic floor spring of approve brand and manufacture IS:6315
marked with stainless steel cover plate. Hardwyn make (model 3000) or equivalent as approved for
doors including cost of cutting floors as required, embedding in floors and cover plate M.S. sheet
13.9 outer ox with slide plate etc. complete as per the direction of Engineer-In-Charge.
 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including
strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the
direction of Engineer-in-charge.
13.10 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required
colour and shade

Providing and fixing powdered coated aluminium handles of 100m size, ISI marked required colour
13.11 or shade, with necessary screws etc. complete :

Providing and fixing powdered coated aluminium tower bolts of size 150x10mm , ISI marked
13.12 required colour or shade, with necessary screws etc. complete :
Providing and fixing powdered coated aluminium casement stays, ISI marked required colour or
13.13 shade, with necessary screws etc. complete :
Providing and fixing 600mm long stainless steel grade 316 door handle of approved quality with
13.14 necessary screws etc all complete. (Dorset D-type SS or Ozone, Dorma & equivalent)

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium
Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the
building , for all heights and all levels etc. including:
Structural analysis & design and preparation of shop drawings for pressure equalisation or rain
screen principle as required, proper drainage of water to make it watertight including checking of all
the structural and functional design.
Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan
shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel
material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets
(each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar
500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on
face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts,
bolts, washers, cleats, weather silicone sealant, backer rods etc.
The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations
and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of
13.15 approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to
perform as per specification and drawing The item includes cost of all material & labour component,
the cost of all mock ups at site, cost of all samples of the individual components for testing in an
approved laboratory, field tests on the assembled working curtain wall with aluminium composite
panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding
till the handing over of the building for occupation. Base frame work for ACP cladding is payable
under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium
composite panel cladding, having all the performance characteristics all complete , as per the
Architectural drawings, as per item description, as specified, as per the approved shop drawings
and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual
area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including
width of groove) shall be measured in sqm. up to two decimal places."
 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with
EPDM / Neoprene gasket etc. complete as per the architectural drawings and the directions of
13.15 engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) :

13.15.1 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
13.15.2 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)
14 SECTION-14: ROAD WORK
Providing and placing in position 100 mm thick factory made slotted machine batched & machine
mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade
cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia
TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished
surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over
priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia
14.1 bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction
of Engineer-in-Charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after
excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road
14.2 roller including making good the undulations etc. and re-rolling the sub grade and disposal of
surplus earth with lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at
14.3 least 95% of the maximum dry density (proctor density).
14.4 Supplying and stacking at site.
14.4.1 90 mm to 45 mm size stone aggregate
14.4.2 63 mm to 45 mm size stone aggregate
14.4.3 53 mm to 22.4 mm size stone aggregate
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in
uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in
stages to proper grade and camber, applying and brooming requisite type of screening / binding
14.5 material to fill up interstices of coarse aggregate, watering and compacting to the required density .

Construction of granular sub-base by providing close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all
leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared
14.6 surface and compacting with vibratory power roller to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge.
With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
 "Providing and laying design mix cement concrete of M-35 grade, in roads/ taxi tracks/ runways,
using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm
nominal size in appropriate proportions as per approved & specified design criteria, providing dowel
bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically
by using needle and surface vibrators, levelling to required slope/ camber, finishing with required
texture, including steel form work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove
cutting machine, providing and filling joints with approved joint filler and sealants, adding approved
PC-E based chemical admixtures, complete all as per direction of Engineer-in-charge (Item of joint
14.7 fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Minimum cement content is 370Kg/Cum.
Cement concrete prepared with batch mixing machine

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after
making the joints dust free with high pressure air jet cleaners, all complete as per direction of the
Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound
impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board
14.8 and IS: 1834 for hot sealing bitumen compound grade A.)

Painting runway/taxi track/apron (TWO OR MORE COATS)marking with adequate nos of coats to
give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge,
14.9 i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out
complete.

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath,
including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20
14.10 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./
S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness
on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning
inside the bell mouth etc. all complete.

Providing and laying 80mm thick, M-30 grade factory made chamfered edge Cement Concrete
paver blocks with approved colour, design & pattern In foot path, park & lawns driveway or light &
traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method
using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand,
compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver
14.11 blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per
manufacturer's specifications & direction of Engineerin- Charge.
 Providing and fixing Glow studs (3M) of size 100x20 mm made of heavy duty body shall be moulded
ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically
welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge.
The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope
of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides
with at least 12 cm of reflective area up each side. The luminance intensity should be as per the
specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 :
14.12 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per
procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30
grade made by block making machine with strong vibratory compaction, of approved s;ze, design &
shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse
14.13 sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished
machine cut granite stone of required size and shape of approved shade, colour and texture in
footpath, flooring
cut granite stone of required size and shape of approved shade, colour and texture in footpath,
flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4
(1cement
14.14 : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy
touch ups etc. complete as per direction of Engineer-in-Charge.
With granite stone of area less than 0.50 sqm.

Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less
than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door
floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement
14.15 mixed with matching pigments etc. complete as direction of Engineer-in-Charge.

Providing & fixing Geotextile sepration membrane, 120gms non woven, 100% polyster of thickness
14.16 1 to 1.25 mm .
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement
concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1
cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except
at sharp curve shall not to more than 5mm), including making drainage opening wherever required
14.17 complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be
measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium
sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective
sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour
combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ;
67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and
pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized
aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm
along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm
to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size
100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing &
fixing M.S. message plate of required size, steel work to be painted with two or more coats of
synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of
14.18 zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white
colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and
including appropriate priming coat including all leads and lifts etc. complete as per drawing ,
specification and direction of Engineer-in-charge.

a) Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with
b) support length of 3650 mm
Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour
using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine
fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven
by experienced operator on road surface including cost of material, labour, T&P, cleaning the road
14.19 surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-
in-charge and accordance with applicable specifications.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine
aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate
cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications,
cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during
trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching
plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10
14.20 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.

15 SECTION-15: SANITARY INSTALLATIONS WORK

 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets
and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good
15.1 the walls wherever required :
Kitchen sink with drain board
510x1040 mm bowl depth 250 mm

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including
15.2 P.V.C. waste fittings complete
15.2.1 32 mm dia
15.2.2 40 mm dia
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back
15.3 for the reception of pipes and fittings.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with
seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually
controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete,
including cutting and making good the walls and floors wherever required
15.4 W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of
430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with
standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including
painting of fittings and brackets, cutting and making good the walls and floors wherever required :
15.5 One urinal basin with 5 litre white P.V.C. automatic flushing cistern

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass
15.6 waste of standard pattern, including painting of fittings and brackets, cutting and making good the
walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the
15.7 direction of Engineerin- charge.
Providing and fixing soil, waste and vent pipes : 100 mm dia
15.8 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
Providing and fixing 100mm dia shielded coupling for Hubless centrifugally cast iron pipe
15.9 SS 304 grade coupling with EPDM rubber gaske
Providing and fixing single equal plain invert branch of required degree : 100x100x100 mm
15.10 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside &
15.11 outside IS:15905 plain bend of required degree.
Providing and fixing double equal plain invert branch of required degree:
15.12 110mm diaHubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
 Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per
IS:15905
15.13 65 mm offsets
With 100 mm dia pipe

Providing and fixing double equal plain junction of required degree. 100x100x100x100 mm
15.14 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Providing and fixing 100mm dia M.S. holder-bat clamps of approved design to Sand Cast iron/cast
iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1
15.15 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting
holes and making good the walls etc. :

Providing and fixing on wall face unplasticised SWR PVC pipes 150 mm dia confirming to IS:13592
Type A including jointing with seal ring confirming to IS:5382 leaving 10 mm gap for thermal
15.16 expansion. (I)single socketed pipes.

Providing and fixing on wall face unplasticised uPVC SWR moulded fitting accessories for
unplasticised Rigid PVC pipes confirming to IS-13592 type A including jointing with seal ring
15.17 confirming to IS 5382 leaving 10mm gap for thermal expansion.
Coupler (socket) 150 mm dia

Providing and fixing on wall face unplasticised uPVC SWR moulded fitting accessories for
unplasticised Rigid PVC pipes confirming to IS-13592 type A including jointing with seal ring
15.18 confirming to IS 5382 leaving 10mm gap for thermal expansion.
Plan Bend (with door 150 mm)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain
water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required
length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and
15.19 making good the wall etc. complete.
PVC pipe bat clamp 150mm dia

Providing and fixing Table Top Basin including cost of all cutting and chasing, finishing the same,
accessories, fitting, screws or necessary fixing arrangement complete work as per the instruction of
15.20 Engineer in charge -(Jaquar Florentine- Cat.no-FLS-WHT-5931 or equivalent)

Providing and fixing Single Lever Basin Mixer without Popup Waste System with 450mm Long
Braided Hoses & bas flange including cost of all accessories, fitting, necessary fixing arrangement
15.21 complete work as per the instruction of Engineer in charge-(Jaquar Florentine-FLR-CHR-5001B or
equivalent)

Providing and fixing Waste Coupling 32mm size half thread with 80mm including cost of all
15.22 accessories, fitting, screws or necessary fixing arrangement complete work as per the instruction of
Engineer in charge - (Jaquar ALD-CHR-705 or equivalent)
 Providing and fixing Bottle trap with fully casted body(with internal partition) 190x125 32mm with
190mm & 125mm long connecting pipes & wall flange including cost of all cutting and chasing,
finishing the same, accessories, fitting, screws or necessary fixing arrangement complete work as
15.23 per the instruction of Engineer in charge - ( Jaquar ALE-ESS-773AL or equivalent)

Providing and fixing Soap Dispenser With Metallic Bottle including cost of all accessories, fitting,
15.24 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge-
( Jaquar ACN-CHR-1137N or equivalent)

Providing and fixing wall mounting water closet including seat cover, and cistern fittings, nuts, bolts
15.25 and gasket etc complete. -( Jaquar Cat.no-FLS-WHT-5951 or equivalent)
Providing and fixing Slim Concealed Cistern with Floor Mounting Frame, 31801011XFD Installation
Kit and Drain Pipe Connection Set for Wall Hung WC (Without Flush Control Plate) including cost of
all accessories, fitting, screws or necessary fixing arrangement complete work as per the instruction
15.26 of Engineer in charge ( Jaquar Cat No.-JCS-WHT-2400S or equivalent)

Providing and fixing Control Plate Riviera Design, All Chrome - including cost of all accessories,
15.27 fitting, screws or necessary fixing arrangement complete work as per the instruction of Engineer in
charge( Jaquar Cat No.-JCP-CHR-152415 or equivalent)

Providing and fixing Hand Shower (Health Faucet) with 8mm dia 1 metre long flexible tube & wall
hook - including cost of all accessories, fitting, screws or necessary fixing arrangement complete
15.28 work as per the instruction of Engineer in charge( Jaquar ALD-CHR-573 or equivalent)

Providing and fixing AngularStop Cock with Wall Flange including cost of all accessories, fitting,
15.29 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge-
( Jaquar Cat No. FLR-CHR-5053N or equivalent)

Providing and fixing Toilet Roll Holder including cost of all accessories, fitting, screws or necessary
15.30 fixing arrangement complete work as per the instruction of Engineer in charge- ( Jaquar ACN-CHR-
1151N or equivalent)

Providing and fixing Swivel Towel Holder Twin Type including cost of all accessories, fitting,
15.31 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge
-( Jaquar ACN-CHR-1115N or equivalent)

Providing and fixing white vitreous china battery based infrared sensor operated urinal having pre &
post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including
fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-
15.32 in-charge. -( Jaquar Cat.no- URS-WHT-13255 or equivalent)

Providing and fixing Glass Urinal partitions including cost of all accessories, fitting, screws or
15.33 necessary fixing arrangement complete work as per the instruction of Engineer in charge - ( Jaquar
JSE-CHR-810US450X or equivalent)

Providing and fixing Table Top Basin including cost of all accessories, fitting, screws or necessary
15.34 fixing arrangement complete work as per the instruction of Engineer in charge -( Jaquar Lyric-
Cat.no-LYS-WHT-38901N or equivalent)
 Providing and fixing Single Lever Tall Boy With 150mm Extension Body & 600mm Long Braided
Hoses including cost of all accessories, fitting, screws or necessary fixing arrangement complete
15.35 work as per the instruction of Engineer in charge-( Jaquar Cat No.-LYR-CHR-38005B or equivalent)

Providing and fixing Soap Dispenser With Glass Bottle including cost of all accessories, fitting,
15.36 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge
- ( Jaquar ACN-CHR-1135N or equivalent)

Providing and fixing wall mounting water closet including seat cover, and cistern fittings, nuts, bolts
15.37 and gasket etc complete-( Jaquar Cat.no-LYS-WHT-38951 or equivalent)
Providing and fixing Slim Concealed Cistern with Floor Mounting Frame, 31801011XFP Installation
Kit and Drain Pipe Connection Set for Wall Hung WC (Without Flush Control Plate) including cost of
all accessories, fitting, screws or necessary fixing arrangement complete work as per the instruction
15.38 of Engineer in charge ( Jaquar Cat No.- JCS-WHT-2400S or equivalent)

Providing and fixing Control Plate Lemon Design, All Chrome including cost of all accessories,
15.39 fitting, screws or necessary fixing arrangement complete work as per the instruction of Engineer in
charge - ( Jaquar Cat No. JCP-CHR-392415 or equivalent)

Providing and fixing 2Way Bib Cock with Wall Flange including cost of all accessories, fitting,
15.40 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge-
( Jaquar Cat No. LYR-CHR-38041 or equivalent)

Providing and fixing Toilet Roll Holder with Flap including cost of all accessories, fitting, screws or
15.41 necessary fixing arrangement complete work as per the instruction of Engineer in charge - ( Jaquar
ACN-CHR-35753PS or equivalent)

Providing and fixing Towel Ring Round With Round Flange including cost of all accessories, fitting,
15.42 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge
-( Jaquar ACN-CHR-1121BN or equivalent)

Providing and fixing 6 mm thick Wall Hung Beveled finish mirror including cost of all accessories,
15.43 fitting, screws or necessary fixing arrangement complete work as per the instruction of Engineer in
charge

Providing and fixing Mat Finishing PTMT Grating of Chilly Ring. Cat No. CRG-SFC-76, size 76x76
15.44 mm including cost of all accessories, fitting, screws or necessary fixing arrangement complete work
as per the instruction of Engineer in charge

Providing & Fixing 5 star rating Racold Eterno 2.25V 25Litre Vertical Water Heater including cost of
15.45 all accessories, fitting, screws or necessary fixing arrangement complete work as per the instruction
of Engineer in charge(White/Blue)

Providing and fixing Single Lever Sink Mixer With Swinging Spout on Upper Side (Wall Mounted
Model) With Connecting Legs & Wall including cost of all accessories, fitting, screws or necessary
15.46 fixing arrangement complete work as per the instruction of Engineer in charge -( Jaquar VGP-
81165 or equivalent)

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc.
15.47 concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making
good the wall : 25mm dia pipes
 Providing and fixing Drop Down Support Grab Bar including cost of all accessories, fitting, screws
15.48 or necessary fixing arrangement complete work as per the instruction of Engineer in charge -
Jaquar WAC-SAP-BG0800CS or equivalent)

Providing and fixing Wall Mounted Horizontal Grab Bar including cost of all accessories, fitting,
15.49 screws or necessary fixing arrangement complete work as per the instruction of Engineer in charge
( Jaquar Cat No. WAC-SAP-BAD090CS or equivalent)

Providing and fixing Wall Mounted Vertical Grab Bar including cost of all accessories, fitting, screws
15.50 or necessary fixing arrangement complete work as per the instruction of Engineer in charge ( Jaquar
Cat No.- WAC-SAP-BR0600CS or equivalent)

Providing and fixing Small finger rinse basin including cost of all accessories, fitting, screws or
15.51 necessary fixing arrangement complete work as per the instruction of Engineer in charge - ( Jaquar
Cat No.- LYS-WHT-38801 or equivalent)

Providing and fixing Plain floor trap of 100mm dia including cost of all accessories, fitting, screws or
15.52 necessary fixing arrangement complete work as per the instruction of Engineer in charge

Providing and fixing Multi floor trap of 100mm dia including cost of all accessories, fitting, screws or
15.53 necessary fixing arrangement complete work as per the instruction of Engineer in charge

15.54 Providing and fixing brass clean out plugs of 100 mm dia with all fittings complete
Providing and fixing C.P. brass double coat hook, conforming to IS 8931. (approved make )
15.55
16 SECTION-16: WATER SUPPLY WORK
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making
16.1 good the walls etc. (internal work)
Exposed on wall

16.1.1 25mm dia. nominal bore

16.1.2 32mm dia. nominal bore
16.1.3 40mm dia. nominal bore
16.1.4 50mm dia. nominal bore
16.1.5 20 mm dia nominal bore
Providing and fixing nominal outer dia G.I. Pipes complete with G.I. fittings and clamps, i/c making
16.2 good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting
chases and making good the wall :

16.2.1 15mm dia

16.2.2 20mm dia
Providing push-on-joints to 100 mm dia Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes
16.3 including testing of joints and the cost of rubber gasket :
Providing and fixing G.I. pipes complete with G.I. fittings including
16.4 trenching and refilling etc.
16.4.1 25 mm dia nominal bore
16.4.2 32 mm dia nominal bore
16.4.3 40 mm dia nominal bore
16.4.4 50 mm dia nominal bore
16.4.5 65 mm dia nominal bore
16.4.6 80 mm dia nominal bore
16.5 Providing and fixing 20 mm nominal bore brass stop cock of approved quality
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
16.6
16.6.1 25 mm dia nominal bore
16.6.2 32 mm dia nominal bore
16.6.3 40 mm dia nominal bore
16.6.4 50 mm dia nominal bore
16.6.5 65 mm dia nominal bore
16.6.6 80 mm dia nominal bore
Providing and fixing horizontal gun metal non- return valve of approved quality (screwed end) :
16.7
16.7.1 25 mm nominal bore
16.7.2 32 mm nominal bore
16.7.3 40 mm nominal bore
16.7.4 50 mm nominal bore
16.7.5 80 mm nominal bore
Providing and fixing 50mm dia C.I. double acting air valve of approved quality with bolts, nuts,
16.8 rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1
cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :
16.9 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation,
foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size
) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with
a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

16.10 Providing
work :
and filling sand of grading zone V or coarser grade, all round the G.I. pipes in external

16.10.1 25mm diameter pipe

16.10.2 32mm diameter pipe
16.10.3 40mm diameter pipe
16.10.4 50mm diameter pipe
16.10.5 65mm diameter pipe
16.10.6 80mm diameter pipe
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.:
16.11
16.11.1 80 mm dia nominal bore
16.11.2 63 mm dia nominal bore
16.11.3 50 mm dia nominal bore
16.11.4 25 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing
16.12 tee, including cutting and threading the pipe etc. complete :
16.12.1 25 to 40 mm nominal bore
16.12.2 50 to 80 mm nominal bore
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter
and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand :
4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating
16.13 coat of neat cement complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed
16.14 priming coat, both of approved quality for new work :
25 mm diameter pipe.
16.14.1
32 mm diameter pipe.
16.14.2
40 mm diameter pipe.
16.14.3
50 mm diameter pipe.
16.14.4
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long
16.15 screws etc. complete (new work)
15mm nominal bore
16.15.1
20mm nominal bore
16.15.2
25mm nominal bore
16.15.3
32mm nominal bore
16.15.4
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal
16.16 bore
Providing and fixing 15mm nominal bore C.P. brass long body bib cock of approved quality
16.17 conforming to IS standards and weighing not less than 690 gms.
Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points
16.18 of approved quality conforming to IS:8931
Providing and fixing 15 mm nominal bore C.P. brass stop cock (concealed) of standard design and
16.19 of approved make conforming to IS:8931a)
Supply, Installing, Testing and functioning of Kirloskar 1.5 HP Centrifugal Monoblock pump GMC-
16.20 1.525+ (3PH) 50 X 40 Noryl MS or equivalent.
Supply, Installing, Testing and functioning of 5 HP Kirloskar KDS 538 or equivalent 3 Phase Water
16.21 pump complete as directed by Engineer in charge.
Supply, Installing, Testing and functioning Clear Water Sewage Pump Kirloskar Eterna 1000 - SW
16.22 (1.5 HP) or equiavalent made from high-quality Stainless steel.
 17 SECTION-17: DRAINAGE WORK
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar
17.1 in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

17.1.1 150 mm diameter

17.1.2 200 mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone
17.2 aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard
design :

17.2.1 150 mm diameter

17.2.2 200 mm diameter
Providing and fixing square-mouth S.W. gully trap class SP-1 complete
with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size
17.3 (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per
standard design :

150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation
17.3.1 7.5
180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation
17.3.2 7.5
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top
in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation
concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and
making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per
standard design :
0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed
17.4 in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement
plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
17.5 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
 Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in
cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement, all complete as per standard design :
1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed
in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
17.6 size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :
17.7 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in
cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per
standard design :
2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed
17.8 in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
17.9 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS :
10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25
mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space
between protruded legs having 2 mm tread on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing
and suitable to with stand the bend test and chemical resistance test as per specifications and
17.10 having manufacture's permanent identification mark to be visible even after fixing, including fixing in
manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size) complete as per design.
 Providing 150 mm dia sand cast iron drop connection externally for 60 cm drop from branch sewer
line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron
drop pipe and bend encased allround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10
graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting
holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand)
plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead
17.11 caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine
sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per
standard design and specifications :

Extra for depths beyond 60cm of sand cast iron drop connection complete:
17.12 For 150mm dia sand cast iron drop connection
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610
mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar
17.13 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete as per standard design :

Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay
17.13.1 F.P.S. (non modular) bricks of class designation 7.5
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common
17.13.2 burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff
17.14 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete

17.14.1 150 mm dia. R.C.C. pipe

17.14.2 250 mm dia. R.C.C. pipe
17.14.3 300 mm dia. R.C.C. pipe
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot
17.15 jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including
testing of joints etc. complete

17.15.1 450 mm dia RCC pipes

17.15.2 900 mm dia RCC pipes.
Supplying and fixing C.I. cover without frame for manholes :
17.16 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg

Providing and fixing 100 mm dia Centrifugally cast (spun) iron S&S pipe as per IS:3989 soil, waste
17.17 and vent pipes :
18 SECTION-18: LANDSCAPING & HORTICULTURE WORK
 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete
18.1 (earth measured in stacks will be reduced by 20% for payment).
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge
18.2 measured in stacks will be reduced by 8% for payment).
Supplying and stacking at site dump manure Screened through sieve of I.S. designation 4.75 mm
18.3 from approved source, including carriage upto 5 km complete (manure measured in stacks will be
reduced by 8% for payment)

18.4 Fine dressing the ground.

Spreading of sludge, dump manure and / or good earth in required thickness as per direction of
18.5 Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-
18.6 charge..
Excavation in dumped stones or malba including stacking of serviceable and unserviceable material
18.7 separately and disposal of unserviceable material, lead up to 50 m and lift up to 1.5 m, disposed
material to be neatly dressed.

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the
excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction
by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with
water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including
stacking and disposal of materials declared unserviceable and surplus earth by spreading and
18.8 leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra
earth to be paid for separately).

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or
sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1
part of stacked volume of manure after reduction by 8%) flooding with water, dressing including
removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra
18.9 good earth if needed to be paid for separately) :

18.9.1 Holes 90 cm dia, and 90 cm deep

18.9.2 Holes 60 cm dia, and 60 cm deep
Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30
days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying
18.9A good earth, if needed (the grass and good earth shall be paid for separately). : With grass Turf

SHRUBS & CREEPERS

Supply and stacking of plant Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per
18.10 direction of the officer-in-charge.
Supply and stacking of plant Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size
18.11 20 cm as per direction of the officer-in-charge.
 Supply and stacking of plant Cassia laevigata of height 45-60 cm. in earthen pots of size 20 cm as
18.12 per direction of the officer-in-charge.
Supply and stacking of plant Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of
18.13 size 25 cm as per direction of the officer-in-charge.
Supply and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet
Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla,
Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic
18.14 pots & as per direction of the officer-in-charge. .

Supply and stacking of plant Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of
18.15 size 20 cm as per direction of the officer-in-charge.
Supply and stacking of plant Tabernaemontana divaricata (Chandni double) of height 75-90 cm.
18.16 with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
Providing and Displaying of Alpinia Variegated (three in one) plant having ht. 30 cm and above ,
18.17 with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction
of the officer-in-charge

Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with
18.18 fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-
in-charge..

Providing and Displaying of Juniperus prostrata plant with 5 to 6 latral branches and green foliage in
18.19 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.

Providing and Displaying of Syngonium golden plant of height 30-45 cm. with 2-3 suckers healthy
18.20 foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.

Supply and stacking of plant Bauhinia acuminata height 60-75 cm. In earthen pots of size 20 cm as
18.21 per direction of the officer-in-charge.
Supply and stacking of plant Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of
18.22 size 20 cm as per direction of the officer-in-charge
Supply and stacking of plant Cassia biflora of height 45-60 cm. in earthen pots of size 20 cm as per
18.23 direction of the officer-in-charge.
Supply and stacking of plant Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5
18.24 branches in bag of size 25 cm as per direction of the officer-in-charge.
Supply and stacking of plant Ficus panda of height 30-45 cm. with 3-4 branches and healthy foliage
18.25 in p.bag of size 20 cm as per direction of the officer-in-charge.
Supply and stacking of plant Euphorbia caracasana (bronze colour leaves) of height 60-75 cm. with
18.26 2-3 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

Supply and stacking of Allamanda cathartica plant of height 30 cm to 45 cm. in 20 cm size of

18.27 Earthen pots / Plastic pots & as per direction of the officer-in-charge.
Supply and stacking of Bignonia venusta (Golden shower) plant of height 30 cm to 45 cm. in 20 cm
18.28 size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
 Supply and stacking of Ipomea purpurea (Morning glory) plant of height30 cm to 45 cm. in 20 cm
18.29 size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
Supply and stacking of Quisqualis indica plant of height 30 cm to 45 cm. In 20 cm size of Earthen
18.30 pots / Plastic pots & as per direction of the officer-in-charge.
TREES
Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of
18.31 size 25 cm as per direction of the officer-in-charge.
Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150-165 cm. in big poly bags of
18.32 size 25 cm as per direction of the officer-in-charge.
Supply and stacking of Pongamia glabra (Papri) plant of height 120-135 cm. in big poly bag of size
18.33 25 cm as per direction of the officer-in-charge.
Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size
18.34 25 cm as per direction of the officer-in-charge.
Supply and stacking of Peltophorum species plant of height 150-165 cm. in big poly bags of size 25
18.35 cm as per direction of the officer-in-charge.
Supply and stacking of Casuarina equisetifolia plant of height 150-165 cm in big poly bags of size
18.36 25 cm as per direction of the officer-in-charge.
Supply and stacking of Alstonia scholaris plant of height 150-165 cm. In bag of size 25 cm as per
18.37 direction of the officer-in-charge.
Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size
18.38 25 cm as per direction of the officer-in-charge
Supply and stacking of Mimusops elengi (Maulsri) plant of height 180-195 cm., well developed with
18.39 thick stem in big in big size HDPE bag as per direction of the officer-in-charge.

Supply and stacking of Jacaranda mimosifolia plant of height 150-165 cm. in big poly bags of size
18.40 25 cm as per direction of the officer-in-charge.
Supply and stacking of Foxtail palm plant of ht. 240-270 cm bottom girth 35-40 cm well developed in
18.41 big size HDPE bags as per direction of the officer-in-charge.
Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per
18.42 direction of the officer-in-charge.
Supply and stacking of Bassia latifolia (Mahua) plant of height 90-105 cm. in big polybag of size 25
18.43 cm as per direction of the officer-in-charge.
Supply and stacking of Butea frondosa (Flame of Forest) plant of height 60-75 cm. in big poly bags
18.44 of size 25 cm as per direction of the officer-in-charge.
Supply and stacking of Callistemon lanceolatus plant of height 150-165 cm. in big poly bags of size
18.45 25 cm as per direction of the officer-in-charge.
Supply and stacking of Chorisia speciosa plant of height 150-165 cm. In big poly bags of size 25 cm
18.46 as per direction of the officer-in-charge.
Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as
18.47 per direction of the officer-in-charge.
Supply and stacking of Ficus benjamina (green) plant of height 150-165 cm., bushy with healthy
18.48 branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
 Supply and stacking of Ficus infectoria (Pilkhan) plant of height 150-165 cm. in big polybag of size
18.49 25 cm as per direction of the officer-in-charge.
Supply and stacking of Grevillea robusta (Silver Oak) plant of height 150- 165 cm. in big poly bags
18.50 of size 25 cm as per direction of the officer-incharge.
Supply and stacking of Plumeria acutifolia plant of height 150-165 cm. With 3-4 branches in big size
18.51 HDPE bag as per direction of the officer-in-charge
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s
18.52 as per direction of officer in charge (excluding cost of plant & water)

18.52.1 Trees Plant

18.52.2 Shrubs Plant
18.52.3 Hedge Plant
Providing & fixing of White River (Stone) Pables size of 2" to 2.50" dia in natural colour at site of
18.53 work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in
charge.

Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground
prepared with proper level and ramming with required tools wooden and than rolling the surface with
18.54 light roller make the surface smoothen and light watering the same, as per direction of officer in
charge

Supply, installation, testing and commissioning of Drip/Micro irrigation systems complete job
including cost of Drippers/Emitters 2-4 litres/hr discharge (IS:13487:1992 with latest amendments),
18.55 HDPE hose of requried dia and length and other accessories as requried for successful working of
system

SECTION-19: Elevator
Supply, Installation, Testing & Commissioning of Lifts (Elevators) as per following specification
19 including cost for one year AMC and getting certificate from lift inspector as per standard guidelines
complete work

Capacity - 13 Persons (884 Kg)

Speed - 1.5 to 1.75 M/s
No of Stops - G+3+ provision for 1 future floor
Travel Distance - 14.4 Mtr (present) + 3.6Mtr (future)
Drive - Micro Processor based VVVF
Make (Model) : Schindler (3300IN), Kone (Monospace), Thysyun Krup (Meta100MRL)

20 SECTION-20: Water Fountain

Water Body 1 : Providing, fixing, testing & commissioning of Sheet Water Fall as per approved
design and drawing including cost of Water blade (1000mm), 18W (8 nos) submercible LED lights,
wiring for lights, 0.5HP (single phase) & 3HP (3 phase) submercible pump for water circulation,
chlorine / bromine dosing unit, floor inlet nozzles, suction unit with connector, Sand/Bio filters,
Control panel, heavy duty uPVC pipes, Control Valves, Pool cleaning kit containing Vaccume head,
40mm dia vaccume hose, leaf skimmer, telescoping pole & wall brush and other accessories but
20.1 excluding the cost of any civil work required which will be covered seperatly complete job as per the
instruction of Engineer in charge (Make Ripples or Equivalant)
 Water Body 2 : Providing, fixing, testing & commissioning of Crown Ring Fountain including cost of
2nos crown rings 50mm dia, 200 nos crown nozzles, 9W (40 nos) submercible LED lights with SS
stand, wiring for light, 0.5HP (single phase) & 3HP (3 phase) submercible pump for water
circulation, chlorine / bromine dosing unit, floor inlet nozzles, suction unit with connector, Sand/Bio
filters, Control panel, heavy duty uPVC pipes, Control Valves, Pool cleaning kit containing Vaccume
head, 40mm dia vaccume hose, leaf skimmer, telescoping pole & wall brush and other accessories
20.2 but excluding the cost of any civil work required which will be covered seperatly complete job as per
the instruction of Engineer in charge (Make Ripples or Equivalant)

Total
Gross Total Amount of Civil Work (Schedule A)
Add 3% fo
Gross Total (Inc
S
NUCLEAR POWER CORPORATION OF INDIA LIMITED
PUBLIC CAFETERIA MGH IN MGH OUT PASS ISSUE
Unit INFORMATION BLOCK BUILDING BUILDING BUILDING
CENTER

cum 111.810

cum 27.953
cum 11.181

cum 29.389

cum 44.083

cum 7.827

cum 31.307

cum 38.339

cum 28.754

litre 194.514

Mtr. 65.000
sqm 218.500

sqm 325.000

each 1.000
each 1.000

cum 176.528

cum 44.132
cum 17.653

cum 0 56.168 0.000 0.000 0.000

cum 0 6.178 0.000 0.000 0.000

cum 19.169

cum 2.447

cum 11.389

sq.m. 22.138
 per
50kg 1032.000
cement

sqm 0.000 22.138 0.000 0.000 0.000

sqm 48.750

cum 1.000

sqm 5.000

sqm 47.760

sqm 1.000
sqm 316.797
sqm 210.850
sqm 201.180
sqm 1.000
mtr. 65.000

sqm 1.000
sqm 18.825

Kg 12757.958
 Kg 50.000
Kg 50.000

cum 53.223
cum 66.775

quintal 72.000

Metre 0.000
metre 0.000

metre 0.000

metre 65.000

cum 53.371
cum 26.529

cum 2.653

cum 4.114

Sqm 0.00 13.26 0.00 0.00 0.00

sqm 1.000

each 10.000

sqm 53.931
sqm 35.280

sqm 0.000 35.280 0.000 0.000 0.000

sqm 1.000
sqm 1.000
sqm 1.000
sqm 1.000

metre 1.000

sqm 1.000

sqm 0.200

each 1.000
Mtr.

sqm

Kg

each

cum

Mtr
pair

each

each

each

each

each

each

each
sqm

sqm

sqm

each

each
 Kg

Kg

metre

Kg

sqm

each
Per letter
Per letter

Sqm

Cum

Sqm
sqm

sqm

sqm

metre

sqm

sqm
sqm

sqm

sqm

sqm

sqm

sqm

sqm
sqm

sqm

sqm

sqm

sqm
sqm

sqm

sqm

sqm

sqm

sqm

sqm
sqm
sqm
sqm

sqm

sqm
sqm

sqm
sqm
sqm
sqm

metre

each
each
each

each

each
each

mtr

sqm

sqm
sqm

sqm

sqm

Sqm

sqm

sqm

sqm

sqm

sqm

sqm

Litres

sqm
sqm

sqm

sqm

sqm

sqm

sqm

sqm
sqm

sqm

sqm
Lites

Mtr.

cum

Kg

Kg

metre

each
Kg
sqm

sqm

sqm

each
sqm

each

each

each

pair

sqm
sqm
sqm

sqm

sqm

cum

cum
cum
cum

cum

cum
 cum

per cm
depth
per cm
width
per m
length

sqm

each

sqm
each

sqm

sqm

sqm

sqm

cum
each

each

Sqm

Cum
each

each
each

each

each

each

each

each

Mtr

each

Each

each

each
each

each

each

mtr.

each

each

each

each

each

each
each

each

each

each

each

each

each

each

each

each

each

each
each

each

each

each

each

each

each

each

sqm

each

each

each

Mtr.
each

each

each

each

each

each

each

each

metre
metre
metre
metre
metre

metre
metre

each

metre
metre
metre
metre
metre
metre
each

each
each
each
each
each
each

each
each
each
each
each

each

each

meter
meter
meter
meter
meter
meter

Mtr.
Mtr.
Mtr.
Mtr.

Each
Each

Each

metre
metre
metre
metre

each
each
each
each

each

each

each

each

each

each

each
metre
metre

metre
metre

each

each

each

mtr
each

meter

each

Mtr

each
each

meter

each

each

Mtr
Mtr
Mtr

Mtr
Mtr

each

mtr.
cum

cum

cum

sqm

cum

cum

cum

cum

each
each

Sqm

each

each
each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each
each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each

each
 each

each

each

each
each
each

Per Qntl.

Per Sqm

sqm

each

each
each

Add 3% for contigencies

Gross Total (Including 18% GST) :
Say:
MAIN GATE WITH GUARD Rate Amount in
ROOM AND ATM Quantity ₹ ₹

112 ₹ 205.45 ₹ 23,010.00

28 ₹ 412.95 ₹ 11,563.00
11 ₹ 711.35 ₹ 7,825.00

29 ₹ 180.40 ₹ 5,232.00

44 ₹ 203.98 ₹ 8,975.00

8 ₹ 288.63 ₹ 2,309.00

31 ₹ 326.37 ₹ 10,117.00

38 ₹ 253.95 ₹ 9,650.00

29 ₹ 2,161.20 ₹ 62,675.00

195 ₹ 200.90 ₹ 39,176.00

65 ₹ 32.30 ₹ 2,100.00
 219 ₹ 256.15 ₹ 56,097.00

325 ₹ 14.50 ₹ 4,713.00

1 ₹ 439.25 ₹ 439.00
1 ₹ 1,957.15 ₹ 1,957.00

177 ₹ 286.85 ₹ 50,772.00

44 ₹ 523.50 ₹ 23,034.00
18 ₹ 1,258.60 ₹ 22,655.00

0.000 56 ₹ 104.50 ₹ 5,852.00

0.000 6 ₹ 187.40 ₹ 1,124.00

19 ₹ 6,833.40 ₹ 129,835.00

2 ₹ 7,365.15 ₹ 14,730.00

11 ₹ 5,921.82 ₹ 65,140.00

22 ₹ 370.85 ₹ 8,159.00
 1032 ₹ 57.15 ₹ 58,979.00

0.000 22 ₹ 113.85 ₹ 2,505.00

49 ₹ 681.65 ₹ 33,401.00

1 ₹ 9,793.75 ₹ 9,794.00

5 ₹ 669.55 ₹ 3,348.00

48 ₹ 307.95 ₹ 14,782.00

1 ₹ 669.95 ₹ 670.00

317 ₹ 608.35 ₹ 192,847.00

211 ₹ 766.55 ₹ 161,742.00
201 ₹ 804.25 ₹ 161,654.00
1 ₹ 657.75 ₹ 658.00
65 ₹ 181.90 ₹ 11,824.00

1 ₹ 1,100.40 ₹ 1,100.00

19 ₹ 814.95 ₹ 15,484.00

12758 ₹ 89.65 ₹ 1,143,755.00

50 ₹ 94.10 ₹ 4,705.00
50 ₹ 88.95 ₹ 4,448.00

53 ₹ 8,740.90 ₹ 463,268.00
67 ₹ 10,363.30 ₹ 694,341.00

72 ₹ 688.45 ₹ 49,568.00

0 ₹ 7,092.60 ₹ 0.00
0 ₹ 5,438.90 ₹ 0.00

0 ₹ 6,032.95 ₹ 0.00

65 ₹ 64.70 ₹ 4,206.00

53 ₹ 7,676.30 ₹ 406,844.00
 27 ₹ 6,994.15 ₹ 188,842.00

3 ₹ 8,890.80 ₹ 26,672.00

4 ₹ 6,882.00 ₹ 27,528.00

0.00 13 ₹ 86.45 ₹ 1,124.00

1 ₹ 2,675.70 ₹ 2,676.00

10 ₹ 37.60 ₹ 376.00

54 ₹ 2,639.45 ₹ 142,530.00
 35 ₹ 3,086.10 ₹ 108,014.00

0.000 35 ₹ 764.00 ₹ 26,740.00

1 ₹ 1,527.00 ₹ 1,527.00
1 ₹ 2,116.05 ₹ 2,116.00
1 ₹ 2,116.05 ₹ 2,116.00
1 ₹ 2,116.05 ₹ 2,116.00

1 ₹ 1,462.75 ₹ 1,463.00

1 ₹ 6,444.95 ₹ 6,445.00

0.2 ₹ 36,232.54 ₹ 7,247.00

1 ₹ 7,145.90 ₹ 7,146.00
0 ₹ 563.21 ₹ 0.00

0 ₹ 1,304.31 ₹ 0.00

0 ₹ 133.35 ₹ 0.00

0 ₹ 173.95 ₹ 0.00

0 ₹ 131,576.95 ₹ 0.00

0 ₹ 239.20 ₹ 0.00
0 ₹ 4,393.94 ₹ 0.00

0 ₹ 7,376.68 ₹ 0.00

0 ₹ 2,008.01 ₹ 0.00

0 ₹ 400.84 ₹ 0.00

0 ₹ 314.31 ₹ 0.00

0 ₹ 427.56 ₹ 0.00

0 ₹ 268.50 ₹ 0.00

0 ₹ 1,926.57 ₹ 0.00
0 ₹ 4,063.35 ₹ 0.00

0 ₹ 2,225.48 ₹ 0.00

0 ₹ 20,064.78 ₹ 0.00

0 ₹ 491,822.52 ₹ 0.00

0 ₹ 153,476.23 ₹ 0.00
0 ₹ 142.30 ₹ 0.00

0 ₹ 612.25 ₹ 0.00

0 ₹ 471.25 ₹ 0.00

0 ₹ 168.95 ₹ 0.00

0 ₹ 5,374.35 ₹ 0.00

0 ₹ 286,669.92 ₹ 0.00
0 ₹ 18,055.50 ₹ 0.00
0 ₹ 16,405.07 ₹ 0.00

0 ₹ 5,609.55 ₹ 0.00

0 ₹ 8,197.45 ₹ 0.00

0 ₹ 306.67 ₹ 0.00
0 ₹ 1,063.45 ₹ 0.00

0 ₹ 3,908.80 ₹ 0.00

0 ₹ 2,375.86 ₹ 0.00

0 ₹ 418.85 ₹ 0.00

0 ₹ 1,160.00 ₹ 0.00

0 ₹ 5,289.05 ₹ 0.00
0 ₹ 5,609.20 ₹ 0.00

0 ₹ 2,589.90 ₹ 0.00

0 ₹ 988.35 ₹ 0.00

0 ₹ 1,992.70 ₹ 0.00

0 ₹ 1,706.60 ₹ 0.00

0 ₹ 3,282.50 ₹ 0.00

0 ₹ 815.45 ₹ 0.00
0 ₹ 1,612.75 ₹ 0.00

0 ₹ 1,311.05 ₹ 0.00

0 ₹ 1,612.75 ₹ 0.00

0 ₹ 935.60 ₹ 0.00

0 ₹ 1,499.26 ₹ 0.00
0 ₹ 1,885.34 ₹ 0.00

0 ₹ 1,885.34 ₹ 0.00

0 ₹ 2,173.18 ₹ 0.00

0 ₹ 2,040.84 ₹ 0.00

0 ₹ 2,040.84 ₹ 0.00

0 ₹ 2,040.84 ₹ 0.00

0 ₹ 203.60 ₹ 0.00
0 ₹ 1,617.86 ₹ 0.00
0 ₹ 1,674.99 ₹ 0.00
0 ₹ 1,598.13 ₹ 0.00

0 ₹ 1,714.31 ₹ 0.00

0 ₹ 1,399.75 ₹ 0.00
0 ₹ 1,145.95 ₹ 0.00

0 ₹ 1,421.25 ₹ 0.00
0 ₹ 2,069.90 ₹ 0.00
0 ₹ 1,377.85 ₹ 0.00
0 ₹ 5,407.15 ₹ 0.00

0 ₹ 319.75 ₹ 0.00

0 ₹ 119.95 ₹ 0.00
0 ₹ 132.00 ₹ 0.00
0 ₹ 115.95 ₹ 0.00

0 ₹ 309.50 ₹ 0.00

0 ₹ 47.90 ₹ 0.00
0 ₹ 266.60 ₹ 0.00

0 ₹ 260.20 ₹ 0.00

0 ₹ 1,363.95 ₹ 0.00

0 ₹ 3,169.12 ₹ 0.00
0 ₹ 2,345.13 ₹ 0.00

0 ₹ 1,813.45 ₹ 0.00

0 ₹ 3,487.49 ₹ 0.00

0 ₹ 6,998.75 ₹ 0.00

0 ₹ 282.00 ₹ 0.00

0 ₹ 361.30 ₹ 0.00

0 ₹ 253.05 ₹ 0.00

0 ₹ 442.75 ₹ 0.00

0 ₹ 67.80 ₹ 0.00

0 ₹ 123.85 ₹ 0.00

0 ₹ 127.25 ₹ 0.00

0 ₹ 191.40 ₹ 0.00
0 ₹ 6,361.23 ₹ 0.00

0 ₹ 52.17 ₹ 0.00

0 ₹ 154.45 ₹ 0.00

0 ₹ 64.45 ₹ 0.00

0 ₹ 121.55 ₹ 0.00

0 ₹ 298.59 ₹ 0.00

0 ₹ 368.30 ₹ 0.00
0 ₹ 1,156.55 ₹ 0.00

0 ₹ 516.60 ₹ 0.00

0 ₹ 585.55 ₹ 0.00
0 ₹ 127.25 ₹ 0.00

0 ₹ 495.40 ₹ 0.00

0 ₹ 2,599.72 ₹ 0.00

0 ₹ 433.95 ₹ 0.00

0 ₹ 531.80 ₹ 0.00

0 ₹ 82.59 ₹ 0.00

0 ₹ 329.20 ₹ 0.00
0 ₹ 370.45 ₹ 0.00
0 ₹ 3,111.35 ₹ 0.00

0 ₹ 3,309.05 ₹ 0.00

0 ₹ 6,094.66 ₹ 0.00

0 ₹ 2,448.85 ₹ 0.00
0 ₹ 901.65 ₹ 0.00

0 ₹ 312.49 ₹ 0.00

0 ₹ 406.93 ₹ 0.00

0 ₹ 1,127.91 ₹ 0.00

0 ₹ 3,596.09 ₹ 0.00

0 ₹ 4,474.20 ₹ 0.00
0 ₹ 1,325.55 ₹ 0.00
0 ₹ 1,496.15 ₹ 0.00

0 ₹ 2,617.15 ₹ 0.00

0 ₹ 180.50 ₹ 0.00

0 ₹ 20.55 ₹ 0.00

0 ₹ 1,937.60 ₹ 0.00
0 ₹ 1,624.50 ₹ 0.00
0 ₹ 1,837.25 ₹ 0.00

0 ₹ 865.80 ₹ 0.00

0 ₹ 2,775.65 ₹ 0.00
0 ₹ 9,468.79 ₹ 0.00

0 ₹ 4.70 ₹ 0.00

0 ₹ 158.50 ₹ 0.00

0 ₹ 2,712.20 ₹ 0.00

0 ₹ 1,011.20 ₹ 0.00
0 ₹ 175.50 ₹ 0.00

0 ₹ 951.00 ₹ 0.00

0 ₹ 4,115.80 ₹ 0.00

0 ₹ 1,866.20 ₹ 0.00

0 ₹ 83.09 ₹ 0.00

0 ₹ 8,613.55 ₹ 0.00
0 ₹ 5,745.95 ₹ 0.00

0 ₹ 4,209.20 ₹ 0.00

0 ₹ 623.80 ₹ 0.00

0 ₹ 4,130.55 ₹ 0.00
0 ₹ 6,008.45 ₹ 0.00

0 ₹ 104.35 ₹ 0.00
0 ₹ 104.35 ₹ 0.00

0 ₹ 1,500.05 ₹ 0.00

0 ₹ 5,540.55 ₹ 0.00

0 ₹ 5,268.85 ₹ 0.00

0 ₹ 2,965.60 ₹ 0.00

0 ₹ 886.25 ₹ 0.00

0 ₹ 1,061.25 ₹ 0.00

0 ₹ 406.30 ₹ 0.00

0 ₹ 560.15 ₹ 0.00

0 ₹ 346.05 ₹ 0.00

0 ₹ 874.55 ₹ 0.00
0 ₹ 512.25 ₹ 0.00

0 ₹ 720.70 ₹ 0.00

0 ₹ 308.45 ₹ 0.00

0 ₹ 1,953.29 ₹ 0.00

0 ₹ 744.41 ₹ 0.00

0 ₹ 1,086.72 ₹ 0.00

0 ₹ 151.43 ₹ 0.00

0 ₹ 7,222.71 ₹ 0.00

0 ₹ 3,386.12 ₹ 0.00

0 ₹ 531.91 ₹ 0.00
0 ₹ 1,152.89 ₹ 0.00

0 ₹ 3,031.10 ₹ 0.00

0 ₹ 15,429.06 ₹ 0.00

0 ₹ 5,299.96 ₹ 0.00

0 ₹ 1,613.53 ₹ 0.00

0 ₹ 1,537.18 ₹ 0.00

0 ₹ 1,115.98 ₹ 0.00

0 ₹ 712.60 ₹ 0.00

0 ₹ 1,277.59 ₹ 0.00

0 ₹ 24,967.72 ₹ 0.00

0 ₹ 5,270.70 ₹ 0.00

0 ₹ 7,923.86 ₹ 0.00
0 ₹ 4,813.87 ₹ 0.00

0 ₹ 1,415.02 ₹ 0.00

0 ₹ 19,688.12 ₹ 0.00

0 ₹ 5,299.96 ₹ 0.00

0 ₹ 1,613.53 ₹ 0.00

0 ₹ 1,791.68 ₹ 0.00

0 ₹ 1,487.55 ₹ 0.00

0 ₹ 917.47 ₹ 0.00

0 ₹ 3,043.82 ₹ 0.00

0 ₹ 617.16 ₹ 0.00

0 ₹ 14,834.81 ₹ 0.00

0 ₹ 4,434.66 ₹ 0.00

0 ₹ 442.83 ₹ 0.00
0 ₹ 19,189.30 ₹ 0.00

0 ₹ 14,040.77 ₹ 0.00

0 ₹ 8,029.48 ₹ 0.00

0 ₹ 4,918.21 ₹ 0.00

0 ₹ 1,371.76 ₹ 0.00

0 ₹ 1,763.69 ₹ 0.00

0 ₹ 1,593.17 ₹ 0.00

0 ₹ 697.24 ₹ 0.00

0 ₹ 491.20 ₹ 0.00
0 ₹ 563.60 ₹ 0.00
0 ₹ 725.15 ₹ 0.00
0 ₹ 893.20 ₹ 0.00
0 ₹ 373.35 ₹ 0.00

0 ₹ 485.20 ₹ 0.00
0 ₹ 541.10 ₹ 0.00

0 ₹ 96.15 ₹ 0.00

0 ₹ 417.95 ₹ 0.00
0 ₹ 457.70 ₹ 0.00
0 ₹ 558.35 ₹ 0.00
0 ₹ 654.20 ₹ 0.00
0 ₹ 768.60 ₹ 0.00
0 ₹ 919.10 ₹ 0.00
0 ₹ 327.95 ₹ 0.00

0 ₹ 532.35 ₹ 0.00
0 ₹ 589.90 ₹ 0.00
0 ₹ 707.30 ₹ 0.00
0 ₹ 878.25 ₹ 0.00
0 ₹ 1,490.70 ₹ 0.00
0 ₹ 2,227.60 ₹ 0.00

0 ₹ 506.60 ₹ 0.00
0 ₹ 677.55 ₹ 0.00
0 ₹ 815.05 ₹ 0.00
0 ₹ 1,173.65 ₹ 0.00
0 ₹ 3,134.80 ₹ 0.00

0 ₹ 517.75 ₹ 0.00

0 ₹ 17,577.90 ₹ 0.00

0 ₹ 164.10 ₹ 0.00
0 ₹ 168.35 ₹ 0.00
0 ₹ 170.50 ₹ 0.00
0 ₹ 176.90 ₹ 0.00
0 ₹ 279.20 ₹ 0.00
0 ₹ 287.70 ₹ 0.00

0 ₹ 919.10 ₹ 0.00
0 ₹ 768.60 ₹ 0.00
0 ₹ 654.20 ₹ 0.00
0 ₹ 417.95 ₹ 0.00

0 ₹ 757.10 ₹ 0.00
0 ₹ 1,513.70 ₹ 0.00

0 ₹ 10,102.50 ₹ 0.00

0 ₹ 25.60 ₹ 0.00
0 ₹ 30.70 ₹ 0.00
0 ₹ 36.05 ₹ 0.00
0 ₹ 43.05 ₹ 0.00

0 ₹ 262.30 ₹ 0.00
0 ₹ 289.05 ₹ 0.00
0 ₹ 369.35 ₹ 0.00
0 ₹ 409.45 ₹ 0.00

0 ₹ 434.20 ₹ 0.00

0 ₹ 708.40 ₹ 0.00

0 ₹ 500.35 ₹ 0.00

0 ₹ 594.75 ₹ 0.00

0 ₹ 18,396.53 ₹ 0.00

0 ₹ 34,570.01 ₹ 0.00

0 ₹ 17,803.55 ₹ 0.00
0 ₹ 591.40 ₹ 0.00
0 ₹ 830.40 ₹ 0.00

0 ₹ 1,095.15 ₹ 0.00
0 ₹ 1,276.70 ₹ 0.00

0 ₹ 2,474.40 ₹ 0.00

0 ₹ 2,534.00 ₹ 0.00

0 ₹ 11,886.45 ₹ 0.00

0 ₹ 6,986.80 ₹ 0.00
0 ₹ 22,951.95 ₹ 0.00

0 ₹ 9,068.35 ₹ 0.00

0 ₹ 49,193.00 ₹ 0.00

0 ₹ 21,103.40 ₹ 0.00

0 ₹ 487.10 ₹ 0.00
0 ₹ 13,789.75 ₹ 0.00

0 ₹ 3,608.00 ₹ 0.00

0 ₹ 6,431.30 ₹ 0.00

0 ₹ 7,308.15 ₹ 0.00

0 ₹ 493.10 ₹ 0.00
0 ₹ 811.15 ₹ 0.00
0 ₹ 902.05 ₹ 0.00

0 ₹ 2,720.00 ₹ 0.00
0 ₹ 6,594.40 ₹ 0.00

0 ₹ 1,341.35 ₹ 0.00

0 ₹ 1,077.40 ₹ 0.00
0 ₹ 515.60 ₹ 0.00

0 ₹ 294.00 ₹ 0.00

0 ₹ 319.90 ₹ 0.00

0 ₹ 3.70 ₹ 0.00

0 ₹ 52.35 ₹ 0.00

0 ₹ 36.55 ₹ 0.00

0 ₹ 511.40 ₹ 0.00

0 ₹ 222.85 ₹ 0.00

0 ₹ 143.10 ₹ 0.00
0 ₹ 43.75 ₹ 0.00

0 ₹ 13.30 ₹ 0.00

0 ₹ 15.00 ₹ 0.00

0 ₹ 45.00 ₹ 0.00
0 ₹ 35.00 ₹ 0.00

0 ₹ 50.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00

0 ₹ 121.00 ₹ 0.00

0 ₹ 20.00 ₹ 0.00

0 ₹ 30.00 ₹ 0.00

0 ₹ 30.00 ₹ 0.00

0 ₹ 45.00 ₹ 0.00

0 ₹ 45.00 ₹ 0.00

0 ₹ 45.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00

0 ₹ 35.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00

0 ₹ 45.00 ₹ 0.00

0 ₹ 40.00 ₹ 0.00
0 ₹ 35.00 ₹ 0.00

0 ₹ 25.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 50.00 ₹ 0.00

0 ₹ 50.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 60.00 ₹ 0.00

0 ₹ 60.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 60.00 ₹ 0.00

0 ₹ 125.00 ₹ 0.00

0 ₹ 60.00 ₹ 0.00

0 ₹ 650.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 55.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 80.00 ₹ 0.00

0 ₹ 65.00 ₹ 0.00

0 ₹ 105.00 ₹ 0.00
0 ₹ 65.00 ₹ 0.00

0 ₹ 50.00 ₹ 0.00

0 ₹ 200.00 ₹ 0.00

0 ₹ 7.30 ₹ 0.00
0 ₹ 3.65 ₹ 0.00
0 ₹ 2.45 ₹ 0.00

0 ₹ 610.70 ₹ 0.00

0 ₹ 87.50 ₹ 0.00

0 ₹ 31.81 ₹ 0.00

0 ₹ 3,103,818.38 ₹ 0.00

0 ₹ 309,322.39 ₹ 0.00
0 ₹ 844,279.57 ₹ 0.00

₹ 4,561,740.00
₹ 4,561,740.00
₹ 136,852.20
₹ 4,698,592.20
₹ 46.99 Lakhs
 MBRAPP 1 TO 4 CONSULTANCY WORK
Quantity Analysis for Cafeteria
Sl. No. Description of items No Length Breadth Depth Quantity Unit Remarks
1 SECTION-1: EARTHWORK
Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
1.1 earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
: All kinds of soil

B1 1 5.19 0.4 0.55 1.142 Cum

B2 1 5.19 0.4 0.55 1.142 Cum
B3 1 5.19 0.4 0.55 1.142 Cum
B4 1 5.19 0.4 0.55 1.142 Cum
B5 1 1.73 0.4 0.45 0.311 Cum
B6 1 5.48 0.4 0.5 1.096 Cum
B7 1 1.73 0.4 0.45 0.311 Cum
B8 1 5.48 0.4 0.55 1.206 Cum
B9 1 5.48 0.4 0.5 1.096 Cum
B10 1 5.19 0.4 0.55 1.142 Cum
B11 1 5.19 0.4 0.55 1.142 Cum
B12 1 5.19 0.4 0.55 1.142 Cum
B13 1 5.19 0.4 0.55 1.142 Cum
B14 1 3.625 0.4 0.55 0.798 Cum
B15 1 3.625 0.4 0.55 0.798 Cum
B16 1 2.43 0.4 0.45 0.437 Cum
B17 1 2.43 0.4 0.45 0.437 Cum
B18 1 2.43 0.4 0.45 0.437 Cum
B19 1 8 0.4 0.7 2.240 Cum
B20 1 8 0.4 0.7 2.240 Cum
B21 1 8 0.4 0.7 2.240 Cum
B22 1 4.96 0.4 0.7 1.389 Cum
B23 1 3.625 0.4 0.4 0.580 Cum
B24 1 3.625 0.4 0.55 0.798 Cum
Floor Area
KITCHEN 1 3.7 2.5 0.45 4.163 Cum
WASH 1 1.86 2.5 0.45 2.093 Cum
PANTRY 1 5.74 3.81 0.45 9.841 Cum
TOILET 1 1.555 2.5 0.45 1.749 Cum
COLD STORE 1 1.975 2.5 0.45 2.222 Cum
STORE 1 1.975 2.5 0.45 2.222 Cum
FOOD COURT 1 14.77 9.04 0.45 60.084 Cum
TOILET 1 1.8 1.5 0.45 1.215 Cum
HAND WASH 1 1.8 1.8 0.45 1.458 Cum
TOILET 1 1.8 1.5 0.45 1.215 Cum

Total Quantity = 111.810 Cum

1.3 Disposal of excavated material

Disposal of excavated earth upto a distance of 1 km by Mechanical
1.3.1 Transport including loading,unloading and stacking
Qty of Earth 111.810 Cum
Qty of Scrap -38.339 Cum

Total Quantity = 29.389 Cum

Disposal of excavated earth upto a distance of 2 km by Mechanical

1.3.2 Transport including loading,unloading and stacking
Qty of Earth 111.810 Cum
Qty of Scrap -38.339 Cum
 Total Quantity = 44.083 Cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating
1.4 each deposited layer by ramming and watering, lead up to 1500 m and lift
upto 15 m.

Floor Area
KITCHEN 1 3.7 2.5 0.2 1.850 Cum
WASH 1 1.86 2.5 0.2 0.930 Cum
PANTRY 1 5.74 3.81 0.2 4.374 Cum
TOILET 1 1.555 2.5 0.2 0.778 Cum
COLD STORE 1 1.975 2.5 0.2 0.988 Cum
STORE 1 1.975 2.5 0.2 0.988 Cum
FOOD COURT 1 14.77 9.04 0.2 26.704 Cum
TOILET 1 1.8 1.5 0.2 0.540 Cum
HAND WASH 1 1.8 1.8 0.2 0.648 Cum
TOILET 1 1.8 1.5 0.2 0.540 Cum

Total Quantity = 38.339 Cum

Supplying and filling in plinth with sand under floors, including watering,
1.5 ramming, consolidating and dressing complete.
Floor Area
KITCHEN 1 3.7 2.5 0.15 1.388 Cum
WASH 1 1.86 2.5 0.15 0.698 Cum
PANTRY 1 5.74 3.81 0.15 3.280 Cum
TOILET 1 1.555 2.5 0.15 0.583 Cum
COLD STORE 1 1.975 2.5 0.15 0.741 Cum
STORE 1 1.975 2.5 0.15 0.741 Cum
FOOD COURT 1 14.77 9.04 0.15 20.028 Cum
TOILET 1 1.8 1.5 0.15 0.405 Cum
HAND WASH 1 1.8 1.8 0.15 0.486 Cum
TOILET 1 1.8 1.5 0.15 0.405 Cum

Total Quantity = 28.754 Cum

1.6 Supplying chemical emulsion in sealed containers including delivery as

specified. : Chlorpyriphos emulsifiable concentrate of 20%

Item 1.7 73.125 Lit

Item 1.8 121.3888889 Lit

Total Quantity = 194.514 Lit

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical
emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a
depth of 300mm including excavation channel along the wall & rodding
etc. complete : With Chlorpyriphos E.C. 20% with 1%
1.7 concentration

External Wall 1 23 9.5 65 M

Total Quantity = 65.000 M

 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL
anti-termite treatment (excluding the cost of chemical emulsion) :
Treatment of soil under existing floors using chemical emulsion @ one litre
per hole, 300 mm apart including drilling 12 mm diameter holes and
1.8 plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the
existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

External Wall 1 23 9.5 218.500 Sqm

Total Quantity = 218.500 Sqm

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above
1.9 ground level and removal of rubbish up to a distance of 50 m outside the
periphery of the area cleared.

Floor Area 1 26 12.5 325.000 Sqm

Total Quantity = 325.000 Sqm

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5 m in
1.11 width or 10 sqm on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m.

1.11.1 All kinds of Soil

FC1 4 2.5 2.2 2.2 48.400 Cum
FC2 8 2.8 2.6 2.2 128.128 Cum

Total Quantity = 176.528 Cum

1.13 Extra for every additional lift of 1.5 m or part thereof in excavation /
banking excavated or stacked materials.
1.13.1 All kinds of Soil
FC1 4 2.5 2.2 0.7 15.400 Cum
FC2 8 2.8 2.6 0.7 40.768 Cum

Total Quantity = 56.168 Cum

2 SECTION-2: CONCRETE WORK

Providing and laying in position cement concrete of specified grade
2.1 excluding the cost of centering and shttering - All work up to plinth level:

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6

2.1.1 graded stone aggregate 20 mm nominal size derived from natural
sources)

Floor Area PCC

KITCHEN 1 3.7 2.5 0.1 0.925 Cum
WASH 1 1.86 2.5 0.1 0.465 Cum
PANTRY 1 5.74 3.81 0.1 2.187 Cum
TOILET 1 1.555 2.5 0.1 0.389 Cum
COLD STORE 1 1.975 2.5 0.1 0.494 Cum
STORE 1 1.975 2.5 0.1 0.494 Cum
FOOD COURT 1 14.77 9.04 0.1 13.352 Cum
TOILET 1 1.8 1.5 0.1 0.270 Cum
HAND WASH 1 1.8 1.8 0.1 0.324 Cum
TOILET 1 1.8 1.5 0.1 0.270 Cum

Total Quantity = 19.169 Cum

 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4
2.1.2 graded stone aggregate 20 mm nominal size derived from natural
sources)

Window Sill
W (600x900) 6 0.6 0.23 0.15 0.124 Cum
W1 (1500x1350) 2 1.5 0.23 0.15 0.104 Cum
W2 (1800x1350) 7 1.8 0.23 0.15 0.435 Cum
W3 (3600x2200) 1 3.6 0.23 0.15 0.124 Cum
V (2200x1350) 4 1.2 0.23 0.15 0.166 Cum
Parapet Wall 1 65 0.23 0.1 1.495 Cum

Total Quantity = 2.447 Cum

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm

2.1.3 nominal size derivede from natural sources)
Foundation PCC
FC1 4 2.5 2.2 0.1 2.200 Cum
FC2 8 2.8 2.6 0.1 5.824 Cum
Tie Beam PCC
B1 1 5.19 0.4 0.075 0.156 Cum
B2 1 5.19 0.4 0.075 0.156 Cum
B3 1 5.19 0.4 0.075 0.156 Cum
B4 1 5.19 0.4 0.075 0.156 Cum
B5 1 1.73 0.4 0.075 0.052 Cum
B6 1 5.48 0.4 0.075 0.164 Cum
B7 1 1.73 0.4 0.075 0.052 Cum
B8 1 5.48 0.4 0.075 0.164 Cum
B9 1 5.48 0.4 0.075 0.164 Cum
B10 1 5.19 0.4 0.075 0.156 Cum
B11 1 5.19 0.4 0.075 0.156 Cum
B12 1 5.19 0.4 0.075 0.156 Cum
B13 1 5.19 0.4 0.075 0.156 Cum
B14 1 3.625 0.4 0.075 0.109 Cum
B15 1 3.625 0.4 0.075 0.109 Cum
B16 1 2.43 0.4 0.075 0.073 Cum
B17 1 2.43 0.4 0.075 0.073 Cum
B18 1 2.43 0.4 0.075 0.073 Cum
B19 1 8 0.4 0.075 0.240 Cum
B20 1 8 0.4 0.075 0.240 Cum
B21 1 8 0.4 0.075 0.240 Cum
B22 1 4.96 0.4 0.075 0.149 Cum
B23 1 3.625 0.4 0.075 0.109 Cum
B24 1 3.625 0.4 0.075 0.109 Cum

Total Quantity = 11.389 Cum

Providing and laying Damp-proof course 40mm thick with cement concrete
2.2 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 12.5mm
nominal size).

External Wall 8 5.64 0.23 10.378 Sqm

4 3.625 0.23 3.335 Sqm
Internal Wall
1 1.73 0.15 0.260 Sqm
1 5.48 0.15 0.822 Sqm
1 1.73 0.15 0.260 Sqm
1 5.48 0.15 0.822 Sqm
1 5.48 0.15 0.822 Sqm
1 2.43 0.15 0.365 Sqm
1 2.43 0.15 0.365 Sqm
1 2.43 0.15 0.365 Sqm
1 8 0.15 1.200 Sqm
 1 8 0.15 1.200 Sqm
1 8 0.15 1.200 Sqm
1 4.96 0.15 0.744 Sqm

Total Quantity = 22.14 Sqm

Extra for providing and mixing water proofing material in cement concrete
2.3 work in doses by weight of cement as per manufacturer's specification &
directions of Engineer-in-charge.
Below Plinth 53.223 430 Kg/M3 22885.91688 Kg
Above Plinth 66.775 430 Kg/M3 28713.30375 Kg

Total Quantity = 51599.22 Kg

No. of Bag 1032.00 Bag

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3 coarse sand (zone-III) derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from natural sources) over 75mm
thick bed of dry brick ballast 40 mm nominal size, well rammed and
2.5 consolidated and grouted with fine sand, including necessary excavation,
levelling & dressing & finishing the top smooth.

Plinth Protection 1 65.000 0.750 48.75 Sqm

Total Quantity = 48.75 Sqm

3 SECTION-3: REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and removal of
3.1 form work for:
3.1.1 Foundations, footings, bases of columns etc. for mass concrete.
Foundation
FC1 4 2.3 2 0.4 13.76 Sqm
FC2 8 2.6 2.4 0.425 34.00 Sqm

Total Quantity = 47.760 Sqm

Walls (any thickness) including attached pilasters, butteresses, plinth and

3.1.2 string courses etc.
Site Req. 1.000 Sqm

Total Quantity = 1.00 Sqm

3.1.3 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

B1 1 5.19 0.3 0.45 6.228 Sqm
B2 1 5.19 0.3 0.45 6.228 Sqm
B3 1 5.19 0.3 0.45 6.228 Sqm
B4 1 5.19 0.3 0.45 6.228 Sqm
B5 1 1.73 0.3 0.35 1.730 Sqm
B6 1 5.48 0.3 0.4 6.028 Sqm
B7 1 1.73 0.3 0.35 1.730 Sqm
B8 1 5.48 0.3 0.45 6.576 Sqm
B9 1 5.48 0.3 0.4 6.028 Sqm
B10 1 5.19 0.3 0.45 6.228 Sqm
B11 1 5.19 0.3 0.45 6.228 Sqm
B12 1 5.19 0.3 0.45 6.228 Sqm
B13 1 5.19 0.3 0.45 6.228 Sqm
B14 1 3.625 0.3 0.45 4.350 Sqm
B15 1 3.625 0.3 0.45 4.350 Sqm
B16 1 2.43 0.3 0.35 2.430 Sqm
B17 1 2.43 0.3 0.35 2.430 Sqm
B18 1 2.43 0.3 0.35 2.430 Sqm
 B19 1 8 0.3 0.6 12.000 Sqm
B20 1 8 0.3 0.6 12.000 Sqm
B21 1 8 0.3 0.6 12.000 Sqm
B22 1 4.96 0.3 0.6 7.440 Sqm
B23 1 3.625 0.3 0.3 3.263 Sqm
B24 1 3.625 0.3 0.45 4.350 Sqm
Lintel Beam
W (600x900) 6 0.6 0.3 0.25 2.880 Sqm
W1 (1500x1350) 2 1.5 0.3 0.25 2.400 Sqm
W2 (1800x1350) 7 1.8 0.3 0.25 10.080 Sqm
W3 (3600x2200) 1 3.6 0.3 0.25 2.880 Sqm
V (2200x1350) 4 1.2 0.3 0.25 3.840 Sqm
D (1500x2100) 6 1.8 0.3 0.25 8.640 Sqm
D1 (900x2100) 5 1.2 0.3 0.25 4.800 Sqm
TD (750x2100) 4 1.05 0.3 0.25 3.360 Sqm
Roof Beam
B1 1 5.19 0.3 0.45 6.228 Sqm
B2 1 5.19 0.3 0.45 6.228 Sqm
B3 1 5.19 0.3 0.45 6.228 Sqm
B4 1 5.19 0.3 0.45 6.228 Sqm
B5 1 1.73 0.3 0.35 1.730 Sqm
B6 1 5.48 0.3 0.4 6.028 Sqm
B7 1 1.73 0.3 0.35 1.730 Sqm
B8 1 5.48 0.3 0.45 6.576 Sqm
B9 1 5.48 0.3 0.4 6.028 Sqm
B10 1 5.19 0.3 0.45 6.228 Sqm
B11 1 5.19 0.3 0.45 6.228 Sqm
B12 1 5.19 0.3 0.45 6.228 Sqm
B13 1 5.19 0.3 0.45 6.228 Sqm
B14 1 3.625 0.3 0.45 4.350 Sqm
B15 1 3.625 0.3 0.45 4.350 Sqm
B16 1 2.43 0.3 0.35 2.430 Sqm
B17 1 2.43 0.3 0.35 2.430 Sqm
B18 1 2.43 0.3 0.35 2.430 Sqm
B19 1 8 0.3 0.6 12.000 Sqm
B20 1 8 0.3 0.6 12.000 Sqm
B21 1 8 0.3 0.6 12.000 Sqm
B22 1 4.96 0.3 0.6 7.440 Sqm
B23 1 3.625 0.3 0.3 3.263 Sqm
B24 1 3.625 0.3 0.45 4.350 Sqm

Total Quantity = 316.797 Sqm

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

3.1.4
Roof Slab 1 23 9.5 0.125 218.50 Sqm
Deduction
C1,C5,C6,C7,C11 -5 0.75 0.45 0.125 -3.19 Sqm
C2,C3,C4,C8,C9,C10,C12 -7 0.75 0.45 0.125 -4.46 Sqm

Total Quantity = 210.850 Sqm

3.1.5 Columns, Pillars, Piers, Abutments, Posts and Struts

C1,C5,C6,C7,C11 5 0.75 0.45 7 84.000 Sqm
C2,C3,C4,C8,C9,C10,C12 7 0.75 0.45 6.975 117.180 Sqm

Total Quantity = 201.18 Sqm

3.1.7 Edges of slabs and breaks in floors and walls under 20 cm wide
Roof Slab 1 23 9.5 0.125 65 M
 Total Quantity = 65.00 M

3.1.9 Weather shade, Chajjas, corbels etc., including edges

W (600x900) 6 0.6 0.45 0.0875 2.723 Sqm
W1 (1500x1350) 2 1.5 0.45 0.0875 2.033 Sqm
W2 (1800x1350) 7 1.8 0.45 0.0875 8.426 Sqm
W3 (3600x2200) 1 3.6 0.45 0.0875 2.329 Sqm
V (2200x1350) 4 1.2 0.45 0.0875 3.315 Sqm

Total Quantity = 18.83 Sqm

Providing and laying of steel reinforcement of following grades , including

removing scales, cutting, bending, hoisting, placing and binding in position
with 20 gauge annealed binding wire and cement mortar cover blocks of
CM 1:2 etc.at all levels complete as per specifications and drawings and
3.2 direction of Engineer. ( Chairs & spacers shall be measured & paid in this
item)

3.2.1 Fe 500D or more - in all RCC works

Foundation 28.576 75.000 2143.200 kg
Beam 35.237 115.000 4052.284 kg
Column 28.291 140.000 3960.731 kg
SLAB 26.807 90.000 2412.630 kg
CHAJJA 1.087 60.000 65.220 kg

Add Wastage 5% 5% 123.893 kg

Total Quantity = 12757.958 Kg

RCC Work
Providing and laying in position ready mixed or site batched design mix
cement concrete for reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from natural sources, Portland
Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and workability without impairing strength;
including pumping of concrete to site of laying, curing, carriage for all
leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following
grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in
3.3 design mix is more than 110% of the specified minimum cement content,
the contractor shall have discretion to either re-design the mix or bear the
cost of extra cement.
Concrete of M35 grade with minimum cement content of 370 kg /cum

3.3.1 All works upto plinth level

Foundation
FC1 4 2.3 2 0.4 7.360 Cum
FC2 8 2.6 2.4 0.425 21.216 Cum

Total Quantity = 28.576 Cum

Tie Beam
B1 1 5.19 0.3 0.45 0.701 Cum
B2 1 5.19 0.3 0.45 0.701 Cum
B3 1 5.19 0.3 0.45 0.701 Cum
B4 1 5.19 0.3 0.45 0.701 Cum
B5 1 1.73 0.3 0.35 0.182 Cum
B6 1 5.48 0.3 0.4 0.658 Cum
 B7 1 1.73 0.3 0.35 0.182 Cum
B8 1 5.48 0.3 0.45 0.740 Cum
B9 1 5.48 0.3 0.4 0.658 Cum
B10 1 5.19 0.3 0.45 0.701 Cum
B11 1 5.19 0.3 0.45 0.701 Cum
B12 1 5.19 0.3 0.45 0.701 Cum
B13 1 5.19 0.3 0.45 0.701 Cum
B14 1 3.625 0.3 0.45 0.489 Cum
B15 1 3.625 0.3 0.45 0.489 Cum
B16 1 2.43 0.3 0.35 0.255 Cum
B17 1 2.43 0.3 0.35 0.255 Cum
B18 1 2.43 0.3 0.35 0.255 Cum
B19 1 8 0.3 0.6 1.440 Cum
B20 1 8 0.3 0.6 1.440 Cum
B21 1 8 0.3 0.6 1.440 Cum
B22 1 4.96 0.3 0.6 0.893 Cum
B23 1 3.625 0.3 0.3 0.326 Cum
B24 1 3.625 0.3 0.45 0.489 Cum

Total Quantity = 15.796 Cum

Column
C1,C5,C6,C7,C11 5 0.75 0.45 2.2 3.713 Cum
C2,C3,C4,C8,C9,C10,C12 7 0.75 0.45 2.175 5.138 Cum

Total Quantity = 8.851 Cum

Total Quantity = 53.223 Cum

3.3.2 All works above plinth level upto floor V level

Lintel Beam
W (600x900) 6 0.6 0.3 0.25 0.270 Cum
W1 (1500x1350) 2 1.5 0.3 0.25 0.225 Cum
W2 (1800x1350) 7 1.8 0.3 0.25 0.945 Cum
W3 (3600x2200) 1 3.6 0.3 0.25 0.270 Cum
V (2200x1350) 4 1.2 0.3 0.25 0.360 Cum
D (1500x2100) 6 1.8 0.3 0.25 0.810 Cum
D1 (900x2100) 5 1.2 0.3 0.25 0.450 Cum
TD (750x2100) 4 1.05 0.3 0.25 0.315 Cum
Roof Beam
B1 1 5.19 0.3 0.45 0.701 Cum
B2 1 5.19 0.3 0.45 0.701 Cum
B3 1 5.19 0.3 0.45 0.701 Cum
B4 1 5.19 0.3 0.45 0.701 Cum
B5 1 1.73 0.3 0.35 0.182 Cum
B6 1 5.48 0.3 0.4 0.658 Cum
B7 1 1.73 0.3 0.35 0.182 Cum
B8 1 5.48 0.3 0.45 0.740 Cum
B9 1 5.48 0.3 0.4 0.658 Cum
B10 1 5.19 0.3 0.45 0.701 Cum
B11 1 5.19 0.3 0.45 0.701 Cum
B12 1 5.19 0.3 0.45 0.701 Cum
B13 1 5.19 0.3 0.45 0.701 Cum
B14 1 3.625 0.3 0.45 0.489 Cum
B15 1 3.625 0.3 0.45 0.489 Cum
B16 1 2.43 0.3 0.35 0.255 Cum
B17 1 2.43 0.3 0.35 0.255 Cum
B18 1 2.43 0.3 0.35 0.255 Cum
B19 1 8 0.3 0.6 1.440 Cum
B20 1 8 0.3 0.6 1.440 Cum
B21 1 8 0.3 0.6 1.440 Cum
 B22 1 4.96 0.3 0.6 0.893 Cum
B23 1 3.625 0.3 0.3 0.326 Cum
B24 1 3.625 0.3 0.45 0.489 Cum

Total Quantity = (A) 19.441 Cum

Slab
Roof Slab 1 23 9.5 0.125 27.313 Cum
Deduction
C1,C5,C6,C7,C11 -5 0.75 0.45 0.125 -0.211 Cum
C2,C3,C4,C8,C9,C10,C12 -7 0.75 0.45 0.125 -0.295 Cum

Total Quantity = (B) 26.807 Cum

Column
C1,C5,C6,C7,C11 5 0.75 0.45 4.8 8.100 Cum
C2,C3,C4,C8,C9,C10,C12 7 0.75 0.45 4.8 11.340 Cum

Total Quantity = (C) 19.440 Cum

Chajja
W (600x900) 6 0.6 0.45 0.0875 0.142 Cum
W1 (1500x1350) 2 1.5 0.45 0.0875 0.118 Cum
W2 (1800x1350) 7 1.8 0.45 0.0875 0.496 Cum
W3 (3600x2200) 1 3.6 0.45 0.0875 0.142 Cum
V (2200x1350) 4 1.2 0.45 0.0875 0.189 Cum

Total Quantity = (D) 1.087 Cum

Total Quantity of Concrete (A+B+C+D) = (E) 66.775 Cum

Add/recover for using extra cement in the item of design mix over/under
3.4 the specified cement content therein.
Below Plinth 53.2231 60 Kg/cum 32 Qtl
Above Plinth 66.7751 60 Kg/cum 40 Qtl

Total Quantity = 72.000 Qtl

Add for plaster drip course/ groove in plastered surface or moulding to

3.8 R.C.C. projections.
Roof Slab 1 23 9.5 0.125 65 M

Total Quantity = 65.00 M

4 SECTION-4: BRICK WORK

Brick work with non modular fly ash bricks conforming to IS:12894, class
4.1 designation 10 average compressive strength up to floor V level in :
Cement mortar 1:6 (1 cement : 6 Coarse sand)

External Wall 8 5.64 0.23 3.15 32.689 Cum

4 3.625 0.23 3.15 10.505 Cum
Parapet Wall 1 65 0.23 1.2 17.940 Cum
( - ) deduct doors -3 2.5 0.23 2.1 -3.623 Cum
( - ) deduct windows -8 1.5 0.23 1.5 -4.140 Cum

Total Quantity = 53.37 Cum

 Providing and laying autoclaved aerated cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks in super structure above
plinth level up to floor V level with RCC band at sill level and lintel level
with approved block laying polymer modified adhesive mortar all
complete as per direction of Engineer-in-Charge. (The payment of RCC
band and reinforcement shall be made for seperately).
4.2

Internal Wall
1 1.73 0.15 3.15 0.817 Cum
1 5.48 0.15 3.15 2.589 Cum
1 1.73 0.15 3.15 0.817 Cum
1 5.48 0.15 3.15 2.589 Cum
1 5.48 0.15 3.15 2.589 Cum
1 2.43 0.15 3.15 1.148 Cum
1 2.43 0.15 3.15 1.148 Cum
1 2.43 0.15 3.15 1.148 Cum
1 8 0.15 3.15 3.780 Cum
1 8 0.15 3.15 3.780 Cum
1 8 0.15 3.15 3.780 Cum
1 4.96 0.15 3.15 2.344 Cum

Total Quantity = 26.53 Sqm

Brick work with common burnt clay F.P.S. (non modular) bricks of
4.4 class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
External Wall 8 5.64 0.23 0.3 3.113 Cum
4 3.625 0.23 0.3 1.001 Cum

Total Quantity = 4.11 Cum

6 SECTION-6: Marble & Granite Work

Providing and fixing 18 mm thick gang saw cut, mirror polished,
premoulded and prepolished, machine cut Granite of any colour and
shade for kitchen platforms, vanity counters, window sills, facias and
similar locations of required size, approved shade, colour and texture laid
over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),
joints treated with white cement, mixed with matching pigment, epoxy
touch ups, including rubbing, curing, moulding and polishing to edges to
give high gloss finish etc. complete at all levels. Sample shall be approved
6.1 by Engineer-In-Charge.
Area of slab over 0.50 sqm

W1 (1500x1350) 2 1.5 0.45 1.35 5.13 Sqm

W2 (1800x1350) 7 1.8 0.45 1.35 19.845 Sqm
W3 (3600x2200) 1 3.6 0.45 2.2 5.22 Sqm
Room Platform
KITCHEN 1 3.7 2.5 0.6 3.72 Sqm
PANTRY 1 5.74 3.81 0.6 5.73 Sqm
FOOD COURT 1 14.77 9.04 0.6 14.286 Sqm

Total Quantity = 53.93 Sqm

7 SECTION-7: WOOD WORK

 Providing and fixing ISI marked flush door shutters conforming to IS : 2202
(Part I) non-decorative type, core of block board construction with frame of
1st class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters:
35 mm thick including Heavy duty Stainless Steel butt hinges
7.1 with necessary screws,
Note: Cost of decorative veneering will be paid separately in relavent
items.

D (1500x2100) 6 1.8 2.1 22.680 Sqm

D1 (900x2100) 5 1.2 2.1 12.600 Sqm

Total Quantity = 35.28 Sqm