civil works- building

7/29/2019 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

Estimate- Civil Works- Building


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No. In Figure In Words (NRs.)


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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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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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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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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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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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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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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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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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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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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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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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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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



surface, curing, waterproofing chemicals, wastage, conveyance, tools andplants, mixing device and gauge, nozzles etc. complete as per




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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



surface, curing, waterproofing chemicals, wastage, conveyance, tools andplants, mixing device and gauge, nozzles etc. complete as per


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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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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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


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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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


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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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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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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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


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