civil works- building
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)1.0 EXCAVATION AND FILLING WORKS:
1.1 Excavation in any kind of soils including soft and hard dis-integrated
rock, but excluding hard rock, for foundations of footings, column
pedestals, walls, steps, rafts and tie beams at all levels and for the
following depths below average original ground level, including shoring,
strutting, pumping and bailing out water, de-watering if any so as to keep
foundations in dry condition at any stage of work, drain the water away
from the Site through sub drain and connecting into main drain, backfilling
with proper compaction at all sides of footings and filling under the
floor with mechanical compaction and disposal of surplus earth out ofthe Site as instructed by Site Engineer. Rate to include for extra
earthwork for providing shoring and strutting, working space required for
any kind of works including waterproofing treatment works in the side
walls etc. complete and as instructed.
Note : Length and breadth at bottom of foundation and depth from the top
of average ground level to the bottom of foundation only will be measured
for payment irrespective of extra excavation taken for any purposes.
1.1.1 Upto 1.5 m depth 758.10 cu.m. 443.00 335,838.301.1.2 Beyond 1.5 m depth and upto 3.0 m depth. 439.20 cu.m. 476.00 209,059.20
1.2 Supplying and filling in foundations and the area wherever required
below ground level and sides of the foundation and walls with the material
given below in layers not exceeding 150 mm thick, including well
watering and consolidation, leveling, loading, unloading and transportation
etc. complete, and as per specification, drawing and instructions of Site
Engineer.
1.2.1 Approved Gravel Sand ( 60:40) Mixture 346.90 cu.m. 1,800.00 624,420.00
Description of Works Quantity Unit
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
2.0 ANTI - TERMITE TREATMENT:
Providing Pre-constructional anti- termite treatment and creating a chemical
barrier to the building by injecting chemical emulsion of required
concentrations under foundations, alround the footings, column pits,
trenches, wall trenches, back fill, plinth filling, junction of wall and floor,
retaining / side walls, external perimeter of building etc.as per instructions
of chemical manufacturer all complete. The treatment shall be carried out
strictly in accordance with the technical specification and conforming to IS
6313 or equivalent BS specification. The chemical to be used as
insecticide for the treatment shall be PREMISE or equivalent and strictly inaccordance with the manufacturer's specification.
1,292.50 sq.m. 499.00 644,957.50
Note: Measurement shall be in square meter of applied surface of plinth
area of the building (flat measurement only), inclusive of all labour and
materials.
Note: The Contractor must provide written guarantee for 10 years.
3.0 PLAIN CEMENT CONCRETE (1:3:6)
Providing and laying machine mixed plain cement concrete (1:3:6) using
coarse aggregates ( river singles) of 25 mm and down size in foundation
and under floors, steps, walls, platform etc. including laying in layers of
thickness not exceeding 150 mm and in alternative bays not exceeding 10
sqm including setting out, mixing, compacting, curing and finishing etc. to
approved level, lines and dimension all complete as per specification,
drawing and instruction of Site Engineer.67.90 cu.m. 6,620.00 449,498.00
Note : Rate is inclusive of cost of form work.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
4.0 REINFORCED CEMENT CONCRETE WORK
4.1 P.C.C. FOR R.C.C. WORKS
Providing and laying machine mixed plain cement concrete of following
grades for R.C.C. slab, column, tie beam, wall, and all kinds of R.C.C.
works with cement, sand and coarse aggregates ( river singles) of 20 mm/
13 mm gauge including setting out, mixing, compacting, curing, and
finishing, etc. excluding cost of reinforcement as per specification, drawing
and instruction of Site Engineer.
4.1.1 P.C.C. (1:1:2) M30 GRADE 121.20 cu.m. 12,924.00 1,566,388.80
4.1.2 P.C.C. (1:1 1/2:3) M20 GRADE 666.50 cu.m. 10,086.00 6,722,319.00
4.2 FORMWORK
Formwork, centering and shuttering with waterproof plywood for all kinds
of R.C.C. works of any shape, size and at any level with necessary
propping, scaffolding, staging, supporting, cutting holes for utilization
works, etc. including providing final surface in correct line, level, cleaning
the surface and applying form oil and removal of forms all complete as per
specification, drawing and instruction of Site Engineer.
6,462.10 sq.m. 509.00 3,289,208.90
4.3 TMT THERMEX STEEL REINFORCEMENT BAR (Fe-500)
Providing, straightening, cleaning, cutting, fabricating, bending and placing
TMT Thermex steel reinforcement bars and binding the bars with 18 gauge
annealed wire for tying them at each junction as per design and details for
all types of RCC elements including all waste and cut pieces, provision for
spacers, chairs, providing and placing cement mortar (1:1) cover blocks to
keep the bars in the intended position at all levels, all complete.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
Note : Unless noted otherwise the measurements shall be in accordance
with IS 1200 or equivalent BS. However reinforcement shall be measured
only in lengths of bars as actually placed in position on standard weight
basis, no allowance being made in the weight for rolling margin.
Authorized laps and splices only will be measured. Chairs of any shape &
profile, Spacer bar of any shape & profile, cover block, wastage and
binding wire will not be measured and shall be included in the quoted rates.
Quoted rate shall be deemed to have considered the above stipulation.
4.3.1 TMT REINFORCEMENT 167.40 m.t. 105,543.00 17,667,898.204.3.2 TORKARI REINFORCEMENT 0.50 m.t. 108,924.00 54,462.00
5.0 ADMIXTURES
5.1 HIGH RANGE WATER REDUCER
Providing and mixing poly carboxylic based new generation high range
water reducer like SUPAPLAST PC or equivalent ( dose :300 g.m. to 400
gm per bag of cement as required ) for high strength concrete of columns,
as per specification of the manufacturer and instruction of Site Engineer.
591.00 k.g. 140.00 82,740.00
5.2 MICROSILICA
Providing and mixing silica fume, like Elkem Microsilica or equivalent(dose : 2% - 4 % by weight of cement as required) for high strength
concrete of columns, as per specification of the manufacturer and
instruction of Site Engineer. 2,956.00 k.g. 120.00 354,720.00
Note : Microsilica is to be provided only if desired strength of concrete for
columns is not obtained with application of high range water reducer only.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
6.0 BRICK MASONRY WORK
6.1 BRICKWORK IN FOUNDATION
Brickwork in cement sand mortar (1:6) in foundation up to plinth level with
approved quality first class chimney burnt bricks, with minimum
compressive strength of 70 k.g. per sq. cm., in perfect line and level
including soaking bricks in water, provision for recesses, openings,
toothings, packing the joints and curing the work in all types and thickness
of wall as per specification, drawing and instruction of Site Engineer, all
complete. 155.30 cu.m. 6,816.00 1,058,524.80
6.2 BRICKWORK IN SUPERSTRUCTUREBrickwork in cement sand mortar (1:6) above plinth level with approved
quality first class chimney burnt bricks, with minimum compressive
strength of 70 k.g. per sq. cm., with outer side fair finished, in perfect line
and level including cost of scaffolding, soaking bricks in water, packing the
joints, raking the joints and curing the work in all types and thickness of
wall as per specification, drawing and instruction of Site Engineer, all
complete. 356.20 cu.m. 7,024.00 2,501,948.80
6.3 BRICK PARTITION WALL WITH REINFORCEMENT
Half brick wall in cement sand mortar (1:4) for partition walls above plinth
level with approved quality first class chimney burnt bricks, with minimumcompressive strength of 70 k.g. per sq. cm., in perfect line and level with
4.75 dia Torkari bars -2 nos. longitudinal bars at every third course and
cross bars at spacing of 300 mm centres including binding theses with
longitudinal bars, cost of scaffolding, soaking bricks in water, packing the
joints, raking the joints and curing the work for partition walls of all
heights and levels as per specification, drawing and instruction of Site
Engineer, all complete.46.40 cu.m. 9,414.00 436,809.60
Note : Rate is inclusive of cost of Torkari reinforcement.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
7.0 ALUMINIUM WORKS
Providing and fixing aluminium doors, windows and ventilators assembled
using colour anodized sections manufactured by "AGRANI" or equivalent,
fabricated as per drawings and fixed at all levels, elevations and heights.
The aluminium extruded sections shall be anodized of approved colour
with anodic film of not less than 20 microns. Rate shall include to provide
5.0 mm thick clear float glass/ coloued glass/ milky glass of approved
make and 9 mm thick both side melamine laminated high pressure
particle board wherever required with snap fit aluminium colour anodized
beading with special water proof cascades, neoprene etc. complete, as perspecification, drawing and instruction of Site Engineer.
Note : The fabrication shop drawings must be submitted by the Contractor
for approval before commencement of the job.
7.1 Double Leaf Swing Door ( 101 X 45 x 1.5 mm Section) 99.10 sq.m. 6,275.00 621,852.50
7.2 Single Leaf Swing Door ( 101 X 45 X 1.5 mm Section) 16.80 sq.m. 6,275.00 105,420.00
7.3 Single Leaf Casement Door ( 101 X 45 X 1.5 mm Section) 59.30 sq.m. 6,275.00 372,107.50
7.4 Sliding Window with Wiremesh Shutter ( 101 X 45 X 1.5 mm Section)
64.70 sq.m. 5,380.00 348,086.00
7.5 Fixed Window ( 88 X 38 X 1.3 mm Section) 67.60 sq.m. 4,300.00 290,680.007.6 Louver Window ( 88 X 38 X 1.3 mm Section) 1.70 sq.m. 5,500.00 9,350.00
8.0 FLOORING WORKS
8.1 FLAT BRICK SOLING
Providing and laying one layer of flat brick soling in foundation and floor
with approved quality chimney burnt bricks in perfect line and level,
including filling the voids with sand as per specification, drawing and
instruction of Project Manager/ Architect, all complete. 264.10 sq.m. 514.00 135,747.40
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
8.2 PLINTH PROTECTION WORKS
Providing plinth protection with precast RCC slab sized 600 X 600 X 75 of
M15 grade (1:2:4) concrete cast with 8 mm dia TMT reinforcement bars
spaced at 200 mm centres both ways in single layer and polypropylene
fibre mixed @ 1 kg per bag of cement. These slabs must be laid with a
nominal slope, over a stone dust bed of 100 mm thickness including
necessary excavation wherever necessary and pointing the joints with 12.5
mm thick cement mortar (1:4), laying 12.5 mm thick screeding (1:4) and
cement sand punning (1:1) on the top. Rate shall include for providing
necessary form work, excavation, refilling, consolidation and compactionof filled earth, pointing, screeding, punning, curing and reinforcement all
complete, as per drawing and instruction of Site Engineer.
135.20 r.m. 1,030.00 139,256.00
8.3 POLYTHENE SHEET
Providing and laying polythene sheets of 500 gauge in floors including
overlaps of 250 mm, as per specification, drawing and instruction of Site
Engineer, all complete. 951.90 sq.m. 85.00 80,911.50
8.4 R.C.C. FLOORING (1:2:4)
Providing R.C.C. flooring (1:2:4) of 100 mm thickness with single layer of
4.75 mm diameter Torkari reinforcement bars placed at 150 mm centresbothways including mixing, laying, finishing to approved level, lines and
dimensions with proper mechanical compaction, as per drawing and
instruction of Site Engineer, all complete. 989.70 sq.m. 1,150.00 1,138,155.00
Note : Rate is inclusive of cost of Torkari reinforcement.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
8.5 KOTA STONE FLOORING
Providing and laying 15 mm thick kota stone in the colour pattern shown
in the drawing over base cement sand mortar (1:4) of 35 mm thickness
jointed with cement slurry mixed with pigment to match the stone shade
including rubbing and polishing complete as per specification, drawing and
instruction of Site Engineer. 954.50 sq.m. 2,088.00 1,992,996.00
8.6 MARBLE FLOORING
Providing and laying 16 mm thick green marble from Rajasthan, India
of approved quality, laid over base cement sand mortar (1:4) of 34 mm
thickness as per approved pattern/design, including grinding and polishingto smooth finished glazed floor surface, all complete as per specification,
drawing and instruction of Site Engineer. 432.30 sq.m. 2,896.00 1,251,940.80
8.7 CERAMIC TILE LAYING
8.7.1 WALL TILES
Providing and laying 8 mm thick glazed ceramic tiles (Spartek, Kajaria, or
approved equivalent) of approved shade, size and pattern on wall in perfect
line and level on 20 mm thick base cement sand mortar (1:4) and jointed
with cement slurry mixed with pigment to match the shade of the tile
including adhesive chemical all complete as per specification, drawing and
instruction of Site Engineer. 580.90 sq.m. 1,785.00 1,036,906.508.7.2 FLOOR TILES
Providing and laying 8 mm thick non slip ceramic tiles (Spartek, Kajaria, or
approved equivalent) of approved colour, shade and size on floor in perfect
line and level on 20 mm thick base cement sand mortar (1:4) and jointed
with white cement slurry mixed with pigment to match the shade of the tile
complete as per specification, drawing and instruction of Site Engineer.
36.50 sq.m. 1,785.00 65,152.50
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
8.8 50 MM THICK IPC FLOORING (1:2:4)
Plain cement concrete of 50 mm thickness in floor with cement, sand and
aggregate of 13 mm down including mixing, laying, finishing to approved
level, lines and dimensions with proper neat cement finish and curing as
per specification, drawing and instruction of Site Engineer, all complete.
257.90 sq.m. 477.00 123,018.30
8.9 VITRIFIED FLOOR TILE
Providing and laying 10 mm thick non slip monolithic vitrif ied tiles
(Somany, Orient or approved equivalent) of approved colour, shade and
size laid on 40 mm thick cement mortar (1:4) in balcony area and jointedwith white cement slurry mixed with pigment to match the shade of the tile
complete as per specification, drawing and instruction of Site Engineer.250.10 sq.m. 2,872.00 718,287.20
8.10 VINYL TILE
Providing and laying vinyl tiles sized 300 mm X 300 mm X 2 mm ( LG
Deluxe Tiles or equivalent) using adhesive, all complete as per
specification, drawing and instruction of Site Engineer. 272.50 sq.m. 1,150.00 313,375.00
8.11 MARBLE ON COUNTERS
Providing and laying 16 mm thick green marble from Rajasthan, India
on counters of kitchen and wash basins and at other required places with 34
mm thick cement mortar (1:4) including cutting to the required shape,moulding and polishing all complete, as per specification, drawing and
instruction of Site Engineer. 20.10 sq.m. 2,896.00 58,209.60
8.12 SKIRTING WORKS
Providing and laying skirting of 150 mm height laid on 12 mm thick
cement sand mortar (1:4) of following material including moulding,
finishing to match the respective flooring, all complete as per specification,
drawing and instruction of Site Engineer.
8.12.1 KOTA STONE SKIRTING 604.60 r.m. 470.00 284,162.00
8.12.2 MARBLE SKIRTING 302.90 r.m. 652.00 197,490.80
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
8.12.3 VITRIFIED TILE SKIRTING 205.80 r.m. 646.00 132,946.80
8.12.4 VINYL TILE SKIRTING ( WITHOUT MORTAR) 147.20 r.m. 260.00 38,272.00
8.10.5 CEMENT PLASTER SKIRTING WITH PUNNING 7.40 r.m. 81.00 599.40
9.0 PLASTER, POINTING AND PAINTING WORKS
9.1 CEMENT PLASTER (1:4)
Providing and applying cement sand plaster on walls, ceilings, skirting etc.
of good finishing, including raking the joints, cleaning and wetting the
surface, and curing the works , including alkali resisting fibre
reinforcement to minimize cracks in plaster, all complete including
necessary single or multiple stage scaffolding at all heights.9.1.1 INTERNAL SURFACE- 12.5 MM THICK 6,145.90 sq.m. 247.00 1,518,037.30
9.1.2 EXTERNAL SURFACE 20 MM THICK WITH APPROVED
WATER PROOF COMPOUND 689.90 sq.m. 312.00 215,248.80
Rate shall include for providing drip courses/moulds/grooves/bands of any
size and shape, as instructed.
9.2 POINTING WORKS
Ruled pointing on brick walls using cement mortar (1:3), including
cleaning and wetting walls, curing the pointing works and necessary
scaffoldings, all complete as per specification and instruction of Site
Engineer. 855.20 sq.m. 186.00 159,067.20
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
9.3 WASHABLE DISTEMPER
Providing and applying two coats of first quality washable distemper of
approved brand and colour to plastered walls over a coat of approved
primer either of cement based or distemper primer including preparation of
surface through cleaning and wetting and applying PoP/gypsum powder
putty as permanufacturers specification fully to give an even shade before
and subsequent application and making good all small holes of nails, open
joints and minor defects of every kind after application of primer coat all
as per specification and instruction of Site Engineer.
5,565.00 sq.m. 113.00 628,845.009.4 WATER PROOF CEMENT PAINT
Providing and applying two coats of first quality Waterproof cement paint
of approved brand and colour to plastered surfaces over a coat of approved
primer either of cement based primer including preparation of surface
through cleaning and wetting and applying pop/Gypsum powder putty as
per manufacturers specification fully to give an even shade before and
subsequent application and making good all small holes of nails, open
joints and minor defects of every kind after application of priming coat
all as per specification and instruction of Site Engineer.689.90 sq.m. 66.00 45,533.40
10.0 RAILING WORKS
10.1 STAIRCASE HAND RAIL
Providing and fixing hand rail made of 50 mm diameter MS pipes ( 1.5 mm
thick) supported with 40 mm dia MS pipes (1.5 mm thick) spaced at 600
mm centres, including fixing the pipes inside brick walls with 150 X 100 X
100 mm PCC (1:2:4) blocks, application of two coats of enamel paint over
two coats of zinc chromate, as per specification, drawing and instruction of
Site Engineer, all complete. 33.80 r.m. 470.00 15,886.00
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
10.2 RAILING IN RAMP AND PARAPET WALL
Providing and fixing railing in ramps and parapet walls of 800 mm height,
consisting of 5 horizontal MS pipes of 1.5 mm thickness ( 50.8 X 50.8 mm
square pipe at top and 25.4mm X 25.4 mmsquare pipes below) and vertical
MS pipes of 25.4 mm X 25.4 mm square pipes ( 1.5 mm thick) spaced at
150 mm centres, including application of two coats of enamel paint over
two coats of zinc chromate, as per specification, drawing and instruction of
Site Engineer, all complete. 183.70 r.m. 1,320.00 242,484.00
11.0 FALSE CEILING WORKS
11.1 ARMSTRONG FALSE CEILINGProviding and fixing Armstrong Metal ORCAL Plain Metal Ceiling Tiles
in Operation Theatres having Size of 600 mm X 600 mm to be installed on
Silhouette XL Section with 6 mm Black Reveal made of hot dipped
galvanized steel section with the formation of Grid 600 mm X 600 mm in
perfect line and level, as per specification and instruction of Site Engineer,
all complete. The rate shall include making cutouts for tube lights, spot
lights, duct doors, for specified size, grills etc. for which no extra will be
paid separately. 557.00 sq.m. 2,000.00 1,114,000.00
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COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
11.2 GYPSUM FALSE CEILING
Providing and fixing seamless ceiling with 12.5 mm thick gypboard of 600
X 600 size, fixed to the suspended grid system in perfect line and level as
per specification and instruction of Site Engineer, all complete.
The joints shall be finished with joint paper tape by using jointing
compound of India Gypboard Ltd., and applying over it 3 layers of the
filler compound to provide a smooth surface. The ceiling surface shall be
painted with three coats of approved first quality plastic emulsion over a
coat of primer etc. complete. The rate shall include painting with emulsion
paint and making cutouts for tube lights, spot lights, duct doors, forspecified size, grills etc. for which no extra will be paid separately.
209.70 sq.m. 832.00 174,470.40
12.0 WATERPROOFING WORKS
Note : The Contractor must provide written guarantee for 10 years against
any defect and leakage for waterproofing works on any surface.
12.1 IN TOILETS
Providing and applying complete water proofing treatment to slabs and
walls upto 300 mm height above the finished floor level of toilets with two
component polymer modified cementious felxible membrane system,sealing all joints, corners, junction of pipes and masonry with epoxy putty,
including filling the sunken portions of the toilets with broken bricks/ brick
bats using cement sand mortar (1:4) admixed with proprietary
waterproofing compound as per specifications and instructions of Site
Engineer, all complete. 69.90 sq.m. 900.00 62,910.00
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
Rate shall include for preparation of surface by removing all loose mortar
and laitance, oil, grease etc. and washing the surface with water to get neat
surface, curing, waterproofing chemicals, wastage, conveyance, tools and
plants, mixing device and gauge, nozzles etc. complete as per
manufacturer's specification and instruction of Site Engineer.
12.2 IN ROOF TERRACE
12.2.1 HORIZONTAL SURFACES
Providing and laying brick bats coba impermeable water proofing treatment
over RCC slab terrace with two component polymer modified cementiousfelxible membrane system including laying brick bats / brick ballasts with
average thickness of 11 cm laid in cement sand mortar (1:4) admixed with
proprietary waterproofing compound, to maintain a proper gradient and
finishing the top with 25 mmIPC (1:2:4) with chicken wire mesh, admixed
with proprietary waterproofing compound, as per specifications and
instructions of Site Engineer, all complete.
452.30 sq.m. 900.00 407,070.00
Rate shall include for preparation of surface by removing all loose mortar
and laitance, oil, grease etc. and washing the surface with water to get neat
surface, curing, waterproofing chemicals, wastage, conveyance, tools andplants, mixing device and gauge, nozzles etc. complete as per
manufacturer's specification and instruction of Site Engineer.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
12.2.2 PARAPET WALLS
Providing waterproofing treatment to parapet walls by applying 20 mm
thick cement plaster (1:4), admixed with proprietary waterproofing
compound, up to the 300 mm height, including making a gola with brick
bats and topping it with a 20 mm thick 20 mm thick cement plaster (1:4),
admixed with proprietary waterproofing compound, as per specification
and instruction of Site Engineer, all complete.84.80 sq.m. 420.00 35,616.00
Rate shall include for preparation of surface by removing all loose mortar
and laitance, oil, grease etc. and washing the surface with water to get neat
surface, curing, waterproofing chemicals, wastage, conveyance, tools andplants, mixing device and gauge, nozzles etc. complete as per
manufacturer's specification and instruction of Site Engineer.
12.3 IN SLOPING ROOF SLAB AND FLAT SLAB OF BALCONY
Providing and applying complete water proofing treatment to sloping
roofing slab and flat slab of balcony with two component polymer modified
cementious felxible membrane system, as per specifications and
instructions of Site Engineer, all complete. 1,318.10 sq.m. 420.00 553,602.00
Note: Detail is same as for Item No. 12.1, except sunken portion.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
12.4 IN LIFT WELL
12.4.1 IN BASE SLAB
Providing chemical injection in the form ofpressure grouting to the base
slab at any depth, height and level by injecting high strength polymeric
cementitious grout admixed with new generation polycarboxylic based
superplasticizer and silica fume and non shrink grout additive in the
required consistency through the prefixed GI nozzles in the 18 mm dia
holes drilled in grid pattern at a spacing not exceeding 1 metre c/c on the
top of base slab under pressure using grout pump including preparation
of surface de-watering, drilling holes, using pneumatic hammer for fixing
of GI nozzles to the required depth, grouting admixture and finally cutting
the projected nozzles and sealing of the GI nozzles after injection
operation is over with non shrink polymer grouting compound, finishing,
curing, etc., as permanufacturers specification and instruction of Site
Engineer.7.30 sq.m. 650.00 4,745.00
Rate shall include for preparation of surface by mechanical upgrading to
remove all loose mortar and laitance, oil , grease etc. and washing the
surface with water to get neat surface, dewatering, finishing, curing,
scaffolding, waterproofing chemicals, wastage, conveyance, tools and
plants, mixing device and gauge, shuttering, nozzles etc. complete as per
manufacturer's specification and as instructed.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
12.4.2 IN SHEAR WALL
Treatment to shear wall of lif t ,covering the following sequence of
operations :
a) Providing chemical injection treatment in the form of pressure grouting
to side walls by injecting high strength polymeric cementitious grout
admixed with new generation polycarboxylic based superplasticizer and
silica fume and non shrink grout additive in the required consistency
through the prefixed GI nozzles in the 18 mm dia. holes drilled on the
surface of side wall at every 1 m spacing in horizontal direction, after
construction joints at every stage and junction of raft slab and retaining
wall under pressure using grout pump including preparation of surface,
dewatering, drilling holes using pneumatic hammer, fixing of GI nozzles to
the required depth, grouting the nozzles and finally cutting the projected
nozzles and sealing off the GI nozzles after the injection operation is over
with non shrink polymer grouting compound, finishing, curing, as per
manufacturer's specification and instruction of Site Engineer.
b) Providing, supplying, mixing, applying two coats two components
polymer modified cementious flexible membrane system on the surface of
side wall after the chemical injection treatment is completed as specifiedunder point (a) above; including air curing the surface followed by curing
with sprinkling water for 7 days.
c) Providing, supplying, mixing, laying cement plaster 12.5 mm thick with
cement mortar 1:4 mixed with approved water proofing compound
conforming to IS at the dose specified by the manufacturer over the coated
surface of operation specified in point no. (b) above. 14.10 sq.m. 475.00 6,697.50
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
Rate shall include for preparation of surface by mechanical upgrading to
remove all loose mortar and laitance, oil, grease etc. and washing the
surface with water to get neat surface, dewatering, finishing, curing,
scaffolding, waterproofing chemicals, wastage, conveyance, tools and
plants, mixing device and gauge, shuttering, nozzles etc. complete as per
manufacturer's specification and instruction of Site Engineer.
13.0 METAL WORKS
13.1 TUBULAR STEEL TRUSS
Providing, fabricating and erecting at Site tubular steel truss and purlins
with mild steel section of minimum yield strength of 25 kg/sq.mm.including application of two coats of enamel paint over two coats of red
oxide, all complete, as per specification, drawing and instruction of Site
Engineer. 4.20 m.t. 174,000.00 730,800.00
Note: Shop Drawings must be submitted for approval before
commencement of the fabrication works.
13.2 STRUCTURAL STEEL WORKS
Supplying, fabricating and erecting at Site steel members with mild steel
section of minimum yield strength of 25 kg/sq.mm. including application of
two coats of enamel paint over two coats of red oxide primer, all complete,
as per specification, drawing and instruction of Site Engineer. 4.90 mt 178,000.00 872,200.00Note: Shop Drawings must be submitted for approval before
commencement of the fabrication works.
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
13.3 GRILL DOOR AND WINDOW
13.3.1 Type 1 ( In duct and balcony)
Providing and fixing grill door and window consisting of 25.4 mm X 25.4
mm square MS pipes ( 1.5 mm thick) spaced at 150 mm centre to centre
f itted in frames made of 40 mm X 40 mm X 3 mm MS angles including
providing and fixing 3 nos of hinges, MS hold fasts ( 20 X 6 mm) 300 mm
long, 3 nos at each side, and concrete (1:2:4) block grouting for fixing the
holdfasts and application of two coats of enamel paint over two coats of
zinc chromate, all complete, as per specification, drawing and instruction
of Site Engineer.
4.50 sq.m. 2,160.00 9,720.0013.3.2 Type 2 ( In Open Courtyard)
Providing and fixing grill door and window consisting of 50.8 mm X 50.8
mm square MS pipes ( 1.5 mm thick) spaced at 300 mm centre to centre
fitted in frames made of 65 mm X 3 mm MS flat including providing and
fixing 3 nos of hinges ( for door only), MS hold fasts ( 20 X 6 mm) 300
mm long, 3 nos at each side, and concrete (1:2:4) block grouting for fixing
the holdfasts and application of two coats of enamel paint over two coats of
zinc chromate, all complete, as per specification, drawing and instruction
of Site Engineer. 9.20 sq.m. 2,400.00 22,080.00
13.4 12 MM DIA HILTY ANCHOR BOLTSProviding and erecting 12 mm dia Hilty anchor bolts of 100 mm length
including drilling, grouting all complete, as per specification, drawing and
instruction of Site Engineer. 40 no 1,200.00 48,000.00
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)
Description of Works Quantity Unit
14.0 CLADDING WITH ALUMINIUM COMPOSITE PANELS
Cladding with 3 mm0.20 black core sheet around steel beams in operation
theatres including making holes as required for power sockets, all complete
as per drawing and instruction of Site Engineer. 130.90 sq.m. 3,604.00 471,763.60
15.0 ROOFING WORKS
15.1 12 MM THICK WATERPROOF PLYWOOD
Providing and laying 12 mm thick waterproof plywood of approved brand
on truss in line and level, all complete as per drawing and instruction of
Site Engineer. 142.90 sq.m. 780.00 111,462.00
15.2 WOODEN BATTENSProviding and fixing wooden battens made of first class kiln seasoned and
preservative treated sal wood, to shape and size as shown in the drawings
in perfect line and level, all complete as per specification and instruction of
Site Engineer. 1.00 cu.m. 109,000.00 109,000.00
Note : Rate shall include cost of application of two coats bitumen
emulsion.
15.3 ROOFING CLAY TILES
15.3.1 ON RCC SLAB
Providing and laying roofing clay tiles of approved make, size and colour,
laid in perfect line and level, outer tiles being fixed with cement sand
mortar (1:4) so as to hold the tiles, all complete as per drawing and
instruction of Site Engineer. 1,026.90 sq.m. 914.00 938,586.60
15.3.2 ON PLYWOOD
Providing and laying roofing clay tiles of approved make, size and colour,
laid in perfect line and level with the help of wooden battens, all complete
as per drawing and instruction of Site Engineer. 142.90 sq.m. 894.00 127,752.60
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PROJECT: CONSTRUCTION OF OPERATION THEATRE AND ACADEMIC BUILDING AT LAHAN, SIRAHA
COST ESTIMATION OF CIVIL WORKS
I. BUILDING
Item Rate (NRs.) Amount
No. In Figure In Words (NRs.)Description of Works Quantity Unit
15.4 CLAY RIDGE TILES
Providing and laying clay ridge tiles of approved make, size and colour in
perfect line and level, all complete as per drawing and instruction of Site
Engineer. 169.80 r.m. 126.00 21,394.80
15.5 EAVES PLATE
Providing and fixing 150 mm X 3 mm MS eaves plate including
application of two coats of enamel paint over two coats of zinc chromate
primer, all complete, as per specification, drawing and instruction of Site
Engineer. 79.50 r.m. 530.00 42,135.00
16.0 TURFING WORKSTurfing with grass on 40 mm thick fine sand bed backed with 80 mm thick
compacted alluvial soil at different places as per drawing and instruction of
Site Engineer, all complete. The rate shall include all materials, fertilizer,
watering grass frequently by permanent gardener everyday for the duration
of the Project, so that at no time grass become dry and dehydrated
throughout the period of the Project. 37.30 sq.m. 300.00 11,190.00
TOTAL COST 54,154,013.10
Estimate- Civil Works- Building