Chummary Quarters at Kilinochchi

8/2/2019 Chummary Quarters at Kilinochchi

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No Description Unit Qty Rate

Preliminaries

1 Allow for providing maintaining security bond without any attendance

and service charge shall be reimbursed to the contractor on submission

of documentary evidence subject to the maximum quoted for this item

P.S

2 Provide lump sum for the cost of installation and supplying Electricity,

Water supply, Garbage disposal to the site during the contract period,

Item Allow Sum

3 Allow for obtaining and maintaining insurance of property materials

and works at site, third party insurance , insurance against loss or

damages to the work, existing structure, adjoining structure and

unfixed materials. Insurance against accident and injury to workman,

Site staff appointed by project Manager/Engineer. Actual cost for

obtaining this policy without any attendance and service charge shall

be rembursed to the contractor on submission of documentally

evidence subject to the maximum quoted for this itemP.S

4 Errecttion of Notice Board With GI pipe frame work 1650x1050 mm &

to fixed at 2100mm height to satisfaction of the Engineer as directed at

site Item Allow Sum

5 Allow for erection of 1 No temporary office with sanitary and electricity

facilities for use of person acting on behalf of the employer. ( approx.

4.5x3.0m) with asbestos roof and cement rendered floor and side cover

Item Allow Sum

6 Allow for construct of temp. store minimum 6.5x3.0m in size with G.I

sheet/asbestos roof and side cladding and cement rendered floor.

Item Allow Sum

Note

Item Allow Sum

7 Provide lump sum for removal of all rubbish and debris clearing up site

on completion leveling all in good order and handling over

Sum

8 Allow for lump sum for providing all necessary safety measures to

workmen at site confirming to the latest industrial safety regulations

and as directed by the Engineer. Item Allow Sum

9 Allow for supply of water for use in the works Item Allow Sum

10 Allow for all cost in connection with preparing samples for testing,

marking Arrangement for testing of materials, goods etc.

Item Allow Sum

CONSTRUCTION OF CHUMMARY QUARTERS FOR DISTRI

SECRETARIAT, KILINOCHCHI.

Preliminaries carried to summary

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Excavation and Earth Work

Note

Note

1 Item 15,000.00

Note

2 . And wall foundation m3 150.00 420.00

3 . Foundations above 1.5m depth m3 10.00 470.00

4 . Foundation m3 1.50 420.00

5 Foundation in hard rock sledged rubble should be piled at..(provisional) m3 5.00 1,000.00

Filling

1 m3 45.00 1,000.00

2 . Earth filling. Well rammed and consolidated to level m3 25.00 450.00

3 with approved earth around the building well rammed and

consolidated to required level(Provisional) m3 20.00 850.00

4 Approved quality anri termite treatment in compacted soil or necessary

as directed 910 years warrantee should be submitted from recognized

institute approved by ) m2 165.00 200.00

5 River Sand filling to foundation well rammed and consolidated

(provisional) m3 5.00 2,892.00

Concrete Work

Note

Up to DPC Level

75mm thick lean cement concrete 1:3:6(25mm) in the following

1 Column footings m2 90.00 700.00

2 Staircase footings m2 2.00 700.00

Mass concrete 1:3:6(37mm) in the following)

3 Wall footings m3 10.50 9,000.00

4 75mm thick cement concrete 1:2 1/2;5(25mm) paving to all floor withexpansion joint m2 115.00 700.00

5 100mm thick cement concrete 1:2 1/2;5 (25mm) paving to porch floor

(Provisional) m3 0.50 9,500.00

Reinforced cement concrete 1:2:4(20mm) in the following (R/F and

form work plkd separately)

6 plinth beam m3 8.50 14,500.00

7 Staircase & column footings, spine beam m3 28.00 14,500.00

8 Column shafts m3 3.00 14,500.00

9 Staircase wall m3 1.00 14,500.00

DPC Level to first floor level

Reinforced cement concrete 1:2:4 (20mm) in the following: (R/F and

form work paid separately)

10 Columns m3 5.50 14,500.00

11 Beams m3 8.00 14,500.00

12 Lintels m3 1.50 14,500.00

13 125mm thick suspended floor slab and porch & sun shede m3 19.00 14,500.00

14 Waist steps & Landing & mid landing slab in staircase m3 3.00 14,500.00

15 Facia m3 1.00 14,500.00

16 75mm kitchen work bench and cupboard with R/F 10mm at 150mm

centers both ways and shuttering etc. As per plan and instruction (R/F

& form work paid separately) m2 5.50 4,500.00

Excavation & Earth work carried to summary

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1st

floor level to 2nd floor level - Reinforced cement concrete

1:2:4(20mm) in the following ( (R/F and form work paid separately)

17 Columns m3 5.50 14,500.00

18 Beams m3 8.00 14,500.00

19 125mm thick suspended floor slab and porch & sun shede m3 21.00 14,500.00

20 Waist steps & Landing & mid landing slab in staircase m3 2.50 14,500.00

21 Facia m3 1.00 14,500.00

22 Lintels m3 1.50 14,500.0023 75mm kitchen work bench and cupboard with R/F 10mm at 150mm

centers both ways and shuttering etc. As per plan and instruction (R/F


24 Filling concrete in 1:3:6 (25mm) to drop area (provisional) m3 1.00 14,500.00

2nd

floor level to Roof level - Reinforced cement concrete

1:2:4(20mm) in the following ( (R/F and form work paid separately)

25 Column m3 4.00 14,700.00

26 Roof beams m3 3.50 14,700.00

27 Lintols m3 1.50 14,700.00

28 Slab m3 1.00 14,700.0029 In Gutter Beam m3 0.10 14,700.00

30 In gutter slab & gutter wall m3 0.10 14,700.00

31 75mm kitchen work bench and cupboard with R/F 10mm at 150mm

centres both ways and shuttering etc. As per plan and instruction (R/F


32 Filling concrete in 1:3:6 (25mm) to drop area (provisional) m3 1.00 14,700.00

Form Work

Note

Upto DPC Level

Swan timber formwork to the following

1 Spine beam & Plinth beam & footing m2 70.00 900.002 Columns m2 40.00 900.00

3 Sides of staircase wall m2 5.00 900.00

DPC Level to first floor Level

Swan timber formwork to the following

4 Columns m2 77.00 900.00

5 Sides and soffit of beams m2 63.00 900.00

6 Sides and soffits of beams supporting land and mid-landing slab of

staircase m2 16.00 900.00

7 Sides and soffits of sloping stringer beam in staircase m2 4.00 900.00

8 Sides and soffit of lintols m2 12.00 900.00

9 Soffit of suspended floor slab, sunshade & facia m2 220.00 900.0010 Sides of waist and steps in staircase m2 10.00 900.00

11 Sloping soffit of staircase m2 4.00 900.00

12 Work bench & cupboard m2 5.00 900.00

1st Floor Level to 2nd Floor Level

Sawn timber formwork to the following

13 Columns m2 77.00 900.00


15 Sides and soffits of beams supporting land and mid-landing slab of

staircase m2 16.00 900.00

16 Sides and soffits of sloping stringer beam in staircase m2 4.00 900.00

17 Sides and soffit of lintols m2 12.00 900.00Page 3 of 44


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18 Soffit of suspended floor slab, sunshade & facia m2 220.00 900.00

19 Sides of waist and steps in staircase m2 10.00 900.00

20 Sloping soffit of staircase m2 4.00 900.00


2nd Floor Level to Roof Level

Sawn timber formwork to the following

22 Columns m2 55.00 900.00


24 Sides and soffit of lintols m2 12.00 900.0025 Soffit of slab m2 10.00 900.00

26 Sides and soffit of gutter beams m2 1.00 900.00

27 Sides and soffit of gutter slab & wall m2 1.00 900.00


Reinforcements

Note

Up to DPC Level

Tor Steel Rod Reinforcements as follows

1 10,12mm dia in column footings and stair case kg 960.00 170.00

2 12,16,20mm dia in columns kg 1,000.00 170.003 10,12,16,20mm dia plinth beam & spine beam kg 750.00 170.00

4 10mm dia Links in columns & spine beam kg 100.00 170.00

Mild Steel Road Reinforcements as follows

5 5mm dia Links in column shafts & Plinth beam kg 255.00 170.00

DPC Level to first floor level

Mild Steel Road Reinforcements as follows

6 12,16,20mm dia In columns kg 700.00 170.00

7 10,12,16,20mm dia in beams kg 1,300.00 170.00

8 12,10mm dia in lintols kg 60.00 170.00

9 10mm dia in suspended floor slab, sunshade & facia kg 2,025.00 170.0010 12,10mm dia In waist , steps and landings of staircase kg 150.00 170.00

11 10mm dia in work bench, cupboard slab kg 60.00 170.00

12 10mm dia in column & beam links kg 1,125.00 170.00

Mild Steel Rod Reinforcements as follows

13 6mm dia links in beams, columns, lintol, facia & work bench kg 190.00 170.00

1st floor level to 2nd floor level


14 12,10mm dia In waist, steps and landings of staircase kg 200.00 170.00


16 10,12,16,20mm dia in beams kg 1,300.00 170.00

17 10mm dia in suspended floor slab, sunshade & facia kg 2,025.00 170.00

18 12,10mm dia in lintols kg 60.00 170.00

19 10mm dia in work bench, cupboard slab kg 60.00 170.00

20 10mm dia in column & beam links kg 50.00 170.00


21 6mm dia links in beams, columns, lintol, facia & work bench kg 190.00 170.00

2nd floor level to Roof level



23 10,12,16,20mm dia in beams kg 250.00 170.00

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24 12,10 mm dia in lintols, work bench kg 70.00 170.00

25 16,20,25,columns kg 200.00 170.00

26 Sides and soffit of gutter beams kg 50.00 170.00

27 10mm dia in slab kg 25.00 170.00

28 Sides and soffit of gutter slab and wall kg 50.00 170.00

29 10 mm dia in column & beam links kg 50.00 170.00


30 Siudes and soffit of gutter slab & wall kg 50.00 171.00

31 6mm dia Links in beams , columns, lintol & work bench kg 50.00 171.00

Masonry

Note

Up to DPC Level

1 150mm to 225mm Random Rubble masonry in 1:5 cement sand motar

m3 36.00 7,500.00

2 Step in RR masonry in 1:5 ct.& sand consisting 2Nos . In 300mm wid

& 3 Nos 150mm high rise including all necessary excavation backfilling ,

12mm thick rendering with 1:2 ct sand all exposed faces finished

smooth with neat colour cement floating (Provisional)

Lm 5.00 3,000.00

DPC level to first floor level

Cement sand casred in 1:6 block & built in 1:5 cement and sand

3 150mm thick walls m3 34.00 8,500.00

4 100mm thick walls m2 20.00 1,100.00


Cement sand 1:6 block built in 1:5 cement and sand

5 150mm thick walls m3 34.00 8,500.00

6 100mm thick walls m2 20.00 1,100.00

7 Fixing precast balusters approved pattern and 900mm hight in front of

balcony with bottom 1:2:4 (20mm) concrete 100x112mm to recoverthe readymade balustred , top coping concrete reinforced including

shuttering , plastering, painting weather shield etc all as per

instruction(provisional) as per detail drawing

Lm 25.00 7,000.00

2nd floor level to Roof Level

Cement sand 1:6 block built in 1:5 cement and sand

8 150mm thick walls m3 34.00 8,500.00

9 100mm thick walls m2 20.00 1,100.00

10 Fixing precast balusters approved pattern and 900mm hight in front of

balcony with bottom 1:2:4 (20mm) concrete 100x112mm to recover

the readymade balustred , top coping concrete reinforced includingshuttering , plastering, painting weather shield etc all as per

instruction(provisional) as per detail drawing

Lm 25.00 7,000.00

Roofing & Roof plumbing

Note

Concrete work carried to summary

Masonry work carried to summary

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1 . Aluminum alloy colour bond roofing sheet 0.47 mm thick trim clad

or approved equivalent sheet fixed to roof on (Timber frame work) with

necessary coach screws and washers or hook bols as per

manufacture's specification(Timber frame work measured separately)

m2 215.00 1,500.00

2 Ridge with zinc aluminum alloy colour bond sheet fixed to roof with

necessary coach screws and washers or hook bolts as per manufactures

specification Lm 40.00 1,000.00

3 Supply and lay Heat insulation foil with two sides 3mm thick MC foil asper specification - do- m2 215.00 300.00

4 75mmx75mm GI wire net basic weight/density 0.32 kg/m2 spot welded

purling as per specification. m2 215.00 175.00

5 Supply and lay 3mm thick Air gap tape on top of the insulation foil @

1200mm spacing Lm 190.00 500.00

6 PVC 110mm square type eaves gutter with all specials supplied and

fixed with brackets at 450 mm centre Lm 60.00 600.00

7 PVC down pipe 87mm dia with spl fixed with brass screws 25mm clear

from wall on including wooden block burried in to wall

Lm 120.00 600.00

8 Supplying and fixing PVC gully box 150mm x 150mmx150mm fixed at

ends of valley gutter and connected to down pipes Nos 4.00 1,250.00

Structural Steel Work

Note

1 Supply and fix in 300mm long 50mmx6mm flat iron for valance board

fixing to suit the roof work and barge board No 130.00 250.00

2 100mmx50mmx20mmx2mm C channel iron purling fixed as per

drawing Engineer S approval including 2 coats of anticorrosive

Lm 300.00 1,000.00

3 Steel and truss made out of 2/50x50x6mm angle iron fixed with

together fixed to wall and 75x75x6mm angle . 225mm long cleats

with concrete etc, as per plan. Lm 30.00 9,970.00

4 .x75x6mm cleat 225mm long fixed to wall with anchor . Etc as per

instruction (Provisional) No 36.00 500.00

5 Steel roof truss 7390 mm span c/c made out of 2/50 mm x 6mm single

iron top and bottom outer frame , and single 50 x50 x6 mm angle iron

internal members fabricated hoisted and fixed with 10mm thick with

gasset ., 12mm thick 225x225 mm base plate, 75x75x6mm ... 225 mm

long cleat with 16mm anchor bolt with washers etc. and two coats of

anticorrosive paint as directed all complete to approved, top member

extended to eaves as per plan

Nos 2.00 45,000.00

6 Hop rafter made out of double 75x75x6 mm Angle iron welded

together 'T' shape hip refter extended to eaves fabricated , hoisted and

fixed at a height 9.00 m above ground level including all gasset plates,

base plates cleat . , nuts, washers, rag bolts. all as per

anticorrosive paint, as directed all complete to approved by Engineer.

Lm 30.00 2,500.00

7 Supplying & fixing 31x31mm heavy Quality box iron welded as proper

manner for hip runner including two coats of anticorrosive paint all as

instructed. Lm 50.00 1,000.00

Structural steel work crried to summary

Roofing & Roof Plumbing Carried to Summary

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H - Carpentry and Joinery

Note

1 Door with 94x70mm finish size frame in spl. Class red balau timber &

consisting of 32mm thick approved quality moisture resistance plywood

door sash fixed complete to detail and timber louvers / trellies work on

top as directed front door with heavy quality polished brass fixtures &

lock with chromium plated handle as per approval ( Lock rated

separately) Rate including a coat primer & two coat of enamel painting

(Fixtures Paid separately)m2 6.00 10,000.00


consisting of 32mm thick approved quality plywood door sash with

heavy quality polished brass fixtures & lock with chromium plated

handle as per approval (Lock rated separately ) Rate including a coat

primer & two coat of enamel painting (fixtures Paid separately)

m2 12.00 10,000.00

3 Door with 94x70mm finish size frame in spl upper class red balau

timber & consisting of 32mm thick approved quality moisture

resistance plywood door sash heavy quality polished brass fixtures fixed

complete to detail and timber louvers / trellies work ontop as directed,

Rate including a coat primer & two coat of enamel painting (fixtures

paid separately)m2 5.00 10,000.00

4 Door 800mmx2100mm high overall with 94x70mm finish size frame in

spl. Upper class / red balau timber & consisting of 32mm thick

approved quality moisture resistance plywood door sash heavy quality

polished brass fixtures fixed complete to detail as directed, Rate

including a coat primer & two coat of enamel painting (fixtures paid

separately) m2 7.00 10,000.00

5 Cupboard 25mm frame in spl. Upper class / red balau timber with

100x50mm - 2 N os 25mm thick panelled sashes with necessary brass

fixtures, locks and two coat of enamel painting. A coat primer as per

detail drawing (Provisional) m2 10.00 10,000.00

Windows /Fanlight

6 Window / Fanlight fully glazed or panelled 28mm thick sash with

95x70mm frame all in special upp / red balau timber. Rate to include

for heavy quality brass oxidized fixtures and a primer under coat & two

coat of enamel painting m2 21.00 9,500.00

Fittings

7 (16mm) dia M.S rodssupplied and fixed to window at 100mm centers

horizontally as safety bars. Rate including 2 coats of anticorrosive

painting and 2 coats of enamel painting (Provisional)Lm 5.00 350.00

8 Supplying and fixing union mortise lock with chromium plated handle (

England , 2 Liver) Nos 10.00 4,500.00

1st floor level to 2nd floor level Doors

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(Fixtures Paid separately)

m2 6.00 10,000.00

10 Door with 94x70mm finish size frame in spl. Class red balau timber &consisting of 32mm thick approved quality plywood door sash with




m2 12.00 10,000.00






paid separately)

m2 5.00 10,000.00






separately) m2 7.00 10,000.00





14 Windows /Fanlight

Window / Fanlight fully glazed or panelled 28mm thick sash with



coat of enamel paintingm2 21.00 10,000.00

Fittings

15 (16mm) dia M.S rods supplied and fixed to window at 100mm centers


painting and 2 coats of enamel painting (Provisional)

Lm 5.00 350.00

16 Supplying and fixing union mortise lock with chromium plated handle (

England , 2 Liver) Nos 10.00 4,500.00

1st floor level to 2nd floor level Doors

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(Fixtures Paid separately)

m2 6.00 10,000.00

18 Door with 94x70mm finish size frame in spl. Class red balau timber &consisting of 32mm thick approved quality plywood door sash with




m2 12.00 10,000.00






paid separately)m2 5.00 10,000.00






separately) m2 7.00 10,000.00





Windows /Fanlight

22 Window / Fanlight fully glazed or panelled 28mm thick sash with



coat of enamel painting m2 21.00 9,500.00

Fittings

23 (16mm) dia M.S rods supplied and fixed to window at 100mm centers


painting and 2 coats of enamel painting (Provisional)

Lm 5.00 350.00

24 Supplying and fixing union mortise lock with chromium plated handle (England , 2 Liver) Nos 10.00 4,500.00

Ceiling

25 Ceiling work Asbestos free sheet fixed with clout headed nails to

100x50mm joists 1200mm centres & 50x50 mm beares 600mm centres

& 50x25mm spacer bearers not exceeding 1200mm centres to form

600x600mm panelling. All in kemas /Red balau pressure impregnated

timber including aluminum beading 25mm wide with rubber fillets to

aluminium beading. Rate to include for one coat of primer & two coats

of brilliant white emulsion to approval

m2 120.00 2,500.00

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26 Celing asbestos free sheet fixed to eaves with kempus .

Impregnated timber bearers 50x50mm not exceeding 600mm do

do. m2 60.00 2,400.00

27 Valance / barge board 19mm thick and 225mm wide in ginisappu

timber planks fixed with brass screws to end of raffter at eaves rate

to include for primer under coat and two coats of enamel painting

Lm 61.00 1,000.00

Metal Work

1 Moulded timber hand rail out of 75mm x50mm stain timber fixed to

flat iron with brass screws on the M.S. Balustrade in staircases all as

per detail drg. Include for sand papered two coats of french polish all

exposed surfaces. In ground floor to 2nd floor (GI Piping hand railling

measured separately) Lm 15.00 6,000.00

2 225mm x 25mm stain timber board fixed to MS balustrade in staircases

all as per detail drg. Include for sand papered two coats of french polish

all exposed surfaces. In ground floor to 2nd floor (GI Piping hand railling

measured separately) Lm 15.00 1,200.00

3 Mild steel balustrade 900mm hight comprising 31mm x 31mm box iron

(not less than 1.2mm thick) M.S. balustrade 250mm crs or very steps

31mm x 6mm MS flat welded at middle of balustrade ends & bottom of

members anchored in concrete with MS anchor rod as per detail in drg.

Rate include Anticorrosive paint & 2 coats of enamal paint. As per detail

drg. (Timber measure separately)

Lm 15.00 6,000.00

4 75mm x50mm stain timber hand rail along wall line with anger to wall

as per plan, specification and instruction. Lm 33.00 1,000.00

5 Iron grill supplied & fixed to safety of window with 25mm x6mm flat

iron & 16mm x6mm flat iron uprights welded at 75mm c/c &

horizontally elded at 150mm c/c with 25mm x6mm flat iron uprights

welded at 75mm c/c & horizontally welded at 150mm c/c with 25mm x6mm flat iron Rates including for single 1/3 coat of anticorrosive paint

& 2 coats of enamel paintm2 57.00 5,000.00

6 Collepsible door open type with 20x6mm channel, 12x6mm flat iron

crossing with wheel rail etc. including two coats of anticorrosive paint &

two coats of enamal paint all as per drawing & specification

m2 6.00 5,000.00

Matal Work Carried to Summary

Water Proofing

Note

Up to DPC Level

1 20mm thick horizontal damp proof course in cement and sand 1:2

finished with the application of two coats of hot tar blinded with sand.

(Provisional) m2 5.00 670.00

2 Layong of 1000 gauge polythene to floor on compacted levelled earth

surface with 150mm thick lapping etc as specificationm2 120.00 40.00

3 Filling with or equivalent to approved material to formed expantion

joint in floor concrete as specification Lm 110.00 500.00

DPC Level to First Floor Level

Carpentry and Joinery to Summary

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Application of approved type water proofing component such as

baralastic or type of place to suitable manufacture agent to gutter per

manufacturers specification as follows

1 In floor of toilet (all floor) m2 40.00 1,500.00

In wall of bath and toilet (all floor) 40.00 1,500.00

2 in wall above wash basin, sink etc. (all floor) m2 6.00 1,500.00

3 20 mm thick cement rendering 1:2 mix with 5% by weight of pudlo or

equivalent water proofing component finished smooth with cement

floating to top of sunshade. m2 5.00 650.00

1st floor Level to 2nd floor Level






floating to top of sunshade. m2 50.00 1,500.00

2nd floor level to Roof Level






floating to top of sunshade. m2 50.00 1,500.00

Santary Plumbing

Note

1 10mm diaPVC type 1000 as connections to sanitary fittings, laid under

floor or buried inside wall as directed Lm 30.00 170.00

2 10mm dia PVC type 1000 as distribution pipe laid under floor or buriedinside wall as directed Lm 30.00 270.00

3 10mm dia PVC type 1000 as delivery pipe fixed to wall with . Hooks or

buried inside wall as directed Lm 10.00 290.00

4 10mm dia PVC type 1000 as supply pipe to over head tank .

Underground or fixed as directed Lm 10.00 400.00

5 10mm dia PVC type 1000 as delivery pipe from overhead tank, fixed to

wall with Ms hooks or burried inside wall as directed Lm 20.00 540.00

6 10mm dia PVC type 1000 as delivery pipe from overhead tank, fixed to

wall with Ms hooks or burried inside wall as directed Lm 20.00 650.00

7 Valve chamber 225x 225 & up to 225 mm deep internally including

excavation 75mm thick cement 1:2:4 (20mm) . And bottom, cement

and sand 1:2 rendering to all exposed faces and RCC cover slab in

50mm thick (Provisional) No 1.00 2,500.00

Fixtures and Fittings

Note

1 Colour wash basin 550x375 mm pedestal type overall approved quality

with & 12mm dia pillar tap and with all other accessaries fixed

complete with water supply and waste water connection to working

order. Rate include for bottle trapNo 6.00 18,000.00

Water Proofing Carried to summary

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2 Low level closet white or colour approved quality comprising closet

with 'P' or 'S' tap as directed & hinged seat with lid in black plastic all

complete to working order , including low level clstern white or colour

9 liters capacity comprising shell and cover with supporting brackets

screwed to lapered wooden blocks burried in wall with flexible hose

and approved make 1/2" chromium plated angle valve with flexible

hose, water supply & waste water connections all complete to working

order

No 6.00 25,000.003 Stop cock 40mm dia. Supplied and fixed LD make No 1.00 2,000.00

4 Supply and fix 50mm dia heavy quality brass gate valve (English make)

No 1.00 2,500.00

5 Supply and fix 50mm dia heavy quality brasswheel valve (English make)

No 2.00 3,000.00

6 Chromium plated brass pegs with double hanging hooks . To door

lavotories with chromium plated brass screws. Nos 6.00 1,200.00

7 12mm dia chromium plated heavy quality angle valve with fexible

course Nos 18.00 2,500.00

8 Supplied and fixed stainless steel kitchen sink 900x150mm fixed on

timber work top of an approved make with double bowl and single

draining board, with 12mm dia chromium plated pillar tap, 38 mm dia

Rubber plug and chromium palted chain waste , water supply and

waste water connections, all complete to working order

No 6.00 9,500.00

9 Mirror above wash basin comprising 550x400 mm dia plate glass mirror

fee from effect of wavy image , plastic cover & shelve chromium plated

clips and plugs fixed to all with fibre plugs and chromium plated brass

screws Nos 6.00 6,500.00

10 Chromium plated towel rail 25mm dia and 600mm long including

chromium plated brackets fixed to wall with fibre plugs and cromium

plated brass screws Nos 8.00 2,500.00

11 Soap tray chromium plated fixed to wall with fibre plugs and chromiu,plated brass screws Nos 18.00 1,500.00

12 Supply and fix 12mm dia chromium plated shower rose adjustable

Nos 6.00 2,500.00

13 Supply and fix 12mm dia bib tap chromium plated heavy approved

quality Nos 12.00 1,500.00

14 Stop cock 25mm dia. Supplied and fixed LD make No 6.00 2,000.00

15 Stop cock 12mm dia. Supplied and fixed LD make No 6.00 1,800.00

16 Collecting pit 150mmx150mm x100mm deep internally bult in 75mm

thick cement concrete 1:2:4 (20mm) sides and bottom including 12mm

thick cement floating to all exposed faces and cast iron grating on top

complete with intel and outlet connections

No 1.00 2,500.00

17 Lanka ceramic glazed sink 600x375x175mm size with rubber plug with

chromium plated tap & chain waste & water supply & waste water

connection all complete to working order (Provisional) (Brick pedestal

paid separately) No 1.00 7,500.00

18 Forming waste water catch pit size 150x150x100mm & 12mm thick

cement & sand rendering to exposed surface finished smooth and PVC

grating on top /PVC gully) Nos 12.00 2,000.00

Finishes

Sanitary Plumbing carried to summary

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Note

Plaster

Ground floor - External work

1 .. Thick cement & sand 1:3 plastering 1:3 plastering to plinth finished

mooth with red cement floating m2 20.00 500.00

2 Plaster 16mm thick in cement & sand 1:4 to all faces of wall m2 120.00 500.00

3 1:5 ct & sand Reveals not exceeding 150mm wide external including

column corner and slab edge Lm 150.00 180.00

Plaster 10mm thick in cement & sand 1:3 to all face

4 . Mid landinding and landing slab of staircase m2 5.00 550.00

5 Slopping soffits of waist in staircase m2 10.00 550.00

6 Sides and soffits of beams sloaping beams steps & waist in staircase

m2 10.00 550.00

7 Soffit & sides of facia m2 85.00 550.00

8 Column projection m2 2.00 550.00

Internal Work

9 Plaster 16mm thick in cement & sand 1:4 to all face of wall m2 360.00 500.00




11 Sides of isolated columns & beam m2 8.00 550.00

12 Sides of soffit of suspended floor slab m2 107.00 550.00

13 Slopping soffits of waist in staircase m2 10.00 550.00

14 Soffit of mid landing slab in staircase m2 5.00 550.00

15 Sides and soffits of beams steps and waist in staircase m2 5.00 550.00


External work





18 Soffit & sides of sunshade & facia m2 85.00 550.00


External work






23 Sides & soffit of suspended floor slab, Stair case & Landing sunshadem2 127.00 550.00

1st floor level to roof level

External work





26 Soffit & sides of sunshade , facia & Gutter wall m2 3.00 550.00


Page 13 of 44


14/44


Internal Work






Paving

Ground FloorCement sand 1:2 rendering not less than 12mm thick finished rough

to the following m(with red cement)

31 Concrete floor m2 125.00 500.00

32 In staircase m2 20.00 500.00

33 Cement and sand 1:1 rendering not less than 12mm finished with neat

cement floating in cupboard slab m2 10.00 500.00

34 20mm thick x 100 mm high projected skirting in red cement tand sand

1:2 finished smooth with neat red cement floating. The angle red

cement floating. The angle between the floor and skirting shall be

rounded off to a radius of 25mm Lm 25.00 180.00


Cement sand 1:2 rendering not less than 12mm thick finished rough



36 In staircase m2 20.00 500.00







1st floor level to roof level

Cement sand 1:2 rendering not less than 12mm thick finished rough



40 In staircase m2 20.00 550.00







Tiling

100x200 mm ceramic appd coloured & pattern non skid .. Tiles to

toilet and bath floor laid to falls and including thick bed of cement

& sand 1:3 coat of neat cement applied over the mortar & the tiles

coated on the under .. with thick cement slurry on the motar and

tamped down ..... till the cement squirts up through the joints. the ....

pointed in neat cement colourd to match the tiles in .... following

43 Ground floor toilets do do m2 6.00 2,500.00

44 First floor toilets do do m2 6.00 2,500.00

Page 14 of 44


15/44


45 upper floor toilets .. Do do m2 6.00 2,500.00

100x200 colourd lanka ceramic tiles to walls of toilets to a height of

1800mm from floor level laid on including 13mm thick backing in

cement and sand . With a coat of neat cement slurry and the joints

points pointed in neat cement coloured to match the .... (tiles to be

approved by the engineer)

46 Ground floor toilets do do m2 20.00 2,300.0047 First floor toilets do do m2 20.00 2,300.00

48 upper floor toilets .. Do do m2 20.00 2,300.00

Painting

Note

Ground floor - External Work

1 Prepare and apply two coats of epoxy floor paint of appd colour to floor

& plinth m2 130.00 450.00

Prepare and apply one coat of alkali resisting primer & 2 coats of

weathershild emulsion paint colour

2 Walls, columns and beams m2 130.00 350.00

3 Soffit of sunshade and facia m2 85.00 350.00

Internal Work


weathershild emulsion paint colour to the following

4 Walls & columns m2 360.00 320.00

5 Soffit of sunshade floor slab and beam m2 135.00 320.00


6 Prepare and apply two coats of epoxy floor paint of appd colour to floorm2 120.00 450.00




8 Soffit of sunshade and facia m2 85.00 350.00

Internal Work



9 Walls & columns m2 350.00 320.00

10 Soffit of sunshade floor slab and beam m2 135.00 320.00

2nd floor level to roof level

11 Prepare and apply two coats of epoxy floor paint of appd colour to floor

m2 120.00 450.00




13 Soffit of sunshade and facia gutter wall m2 10.00 350.00

Internal Work



Finishes carried to summary

Page 15 of 44


16/44


14 Walls & columns m2 460.00 320.00

15 Soffit of beam m2 10.00 320.00

Electrical Installation

Note

DPC level to first floor finished level

1 Wall bracket lamp approved quality fitting with wiring Nos 2.00 3,000.002 Water tight wall b racket lamp approved quality fitting with wiring

Nos 4.00 3,000.00

3 1200mm long single florescent lamp fitting with wiring (Provisional)

Nos 4.00 3,000.00

4 5amp socket outlet fittings with wiring Nos 8.00 2,500.00

5 15amp, 13amp socket outlet fittings with wiring Nos 4.00 2,800.00

6 Supplying and fixing 900 type ABC box with circuit breakers & 40amp

hager / equivalent main switch and 40Amp hager / equivalent trip

switch approved as engineer instruction necessary wiring

Nos 2.00 10,000.00

7 Supplying and fixing 7/044 twin sub main wire. Lm 20.00 600.00

8 Hood Lamp with wiring No 2.00 3,000.00

9 ceiling bell with wiring No 2.00 3,000.00

10 Celing fan 1400mm dia with regulator and 5 speed KDK or equivalent

with wiring Nos 6.00 10,000.00

11 10W - 20W energy light fitting with wiring & plastic shade and year

warrantee submitted Nos 14.00 3,000.00

12 Earth Electrode GI pipe 50mm dia copper rod 1.5m depth Nos 2.00 4,500.00

13 Service Bracket 5'-0" long 2 1/2"x 2 1/2" x 1/4" angle iron Nos 2.00 2,000.00

1st floor to 2nd floor

14 Wall bracket lamp approved quality fitting with wiring Nos 2.00 3,000.00

15 Water tight wall b racket lamp approved quality fitting with wiringNos 4.00 3,000.00

16 1200mm long single florescent lamp fitting with wiring (Provisional)

Nos 4.00 3,000.00

17 5amp socket outlet fittings with wiring Nos 8.00 2,500.00

18 15amp, 13amp socket outlet fittings with wiring Nos 4.00 2,800.00

19 Supplying and fixing 900 type ABC box with circuit breakers & 40amp


switch approved as engineer instruction necessary wiring

Nos 2.00 10,000.00

20 Supplying and fixing 7/044 twin sub main wire. Lm 20.00 600.00

21 Hood Lamp with wiring No 2.00 3,000.0022 ceiling bell with wiring No 2.00 3,000.00

23 Celing fan 1400mm dia with regulator and 5 speed KDK or equivalent


24 10W - 20W energy light fitting with wiring & plastic shade and year


25 Earth Electrode GI pipe 50mm dia copper rod 1.5m depth Nos 2.00 4,500.00

26 Service Bracket 5'-0" long 2 1/2"x 2 1/2" x 1/4" angle iron Nos 2.00 2,000.00

1st floor to roof level

Wall bracket lamp approved quality fitting with wiring Nos 2.00 3,000.00

Painting Carried to Summary

Page 16 of 44


17/44


Water tight wall b racket lamp approved quality fitting with wiring

Nos 4.00 3,000.00

1200mm long single florescent lamp fitting with wiring (Provisional)

Nos 4.00 3,000.00

5amp socket outlet fittings with wiring Nos 8.00 3,200.00

15amp, 13amp socket outlet fittings with wiring Nos 4.00 2,800.00

Supplying and fixing 900 type ABC box with circuit breakers & 40amp


switch approved as engineer instruction necessary wiringNos 2.00 10,000.00

Supplying and fixing 7/044 twin sub main wire. Lm 90.00 600.00

Hood Lamp with wiring No 2.00 3,000.00

ceiling bell with wiring No 2.00 2,500.00

Celing fan 1400mm dia with regulator and 5 speed KDK or equivalent


10W - 20W energy light fitting with wiring & plastic shade and year


Earth Electrode GI pipe 50mm dia copper rod 1.5m depth Nos 2.00 4,500.00

Service Bracket 5'-0" long 2 1/2"x 2 1/2" x 1/4" angle iron Nos 2.00 2,000.00

Allow for Electrical service connection payable to C.E.B PS

External Drainage

Note

Note

1 Collecting box 150mmx150mmx150mm deep internally projection from

the face of the wall built in 75mm thick cement concrete 1:2:4(20mm)

sides and bottom including 60mm thick cement and sand 1:2 rendering

internally and 16mm thick lime cement and sand 1:1:5 plaster to

external faces and plastic grating on top complete with inlet and .....

connection (Seal type)

No 1.00 2,345.002 40mm dia waste 600 type PVC pipe Lm 5.00 400.00

3 60mm dia waste 600 type PVC pipe Lm 35.00 540.00

4 63mm dia waste 600 type PVC pipe Lm 25.00 570.00

5 Const. of valve chamber 450x450x450 mm internally built 110mm

thick brick wall in 1:5 ct. & sand including cast cover set (one No base

and one No cover) Nos 2.00 4,500.00

6 110mm dia 600 type PVC pipe extended from closets to the .

Manhole with average invert depth not exceeding . Including

necessary bracket ect as per specification Lm 20.00 1,600.00

7 110mm dia 400 type PVC pipe between manholes and . Upto the

septic tank maun sewer laid to necessary . With average invert depth

not exceeding 1500mm . Excavation and back filling bedding on a

layer of cement concrete 1:4:8 (38mm) 100mm thick and 100mm .... on

each side of the pipe and subsequently encasing .... same concrete

after inspection of the pipes

Lm 25.00 1,400.00

Electrical Installation carried to summary

Page 17 of 44


18/44



septic tank maun sewer laid to necessary . With average invert depth

not exceeding 1500mm . Excavation and back filling bedding on a




Lm 20.00 2,000.00


septic tank maun sewer laid to necessary . With average invert depthnot exceeding 1500mm . Excavation and back filling bedding on a




Lm 10.00 760.00

10 110mm dia 400 type PVC rain out water and waste pipe including

excavation and back filling bedding on a layer of cement concrete

1:4:8(32) 100mm thick and 100mm wide side of the pipe and

subsequently encasing with same concrete after inspection of the

pipe Lm 5.00 1,400.00

11 Manhole type 600x600 mm internally as per Drg No W.S. . With

invert depth not exceeding 600mm including excavation back filling

150mm thick ct. conc. 1:2:4 (20) foundation forming channels &

benching in similar conc. 125 mm thick ct. conc. Block work walls in

cement & sand 1:5 & .... cement & sand rendering to channels &

benching R.C.C .... inlet & outlet connections. All complete to working

order 75mm thick R.C.C cover R/F with 6mm 0 rods 75 mm centers

both ways & 2 Nos. Lidtingg handles

No 6.00 10,000.00

12 Manhole 1050x675mm & with invert depth not exceeding do

do. No 1.00 12,000.00

13 Supply and fix 110mm dia copper wire dome Nos 2.00 500.00

14 Supply and fix 63mm dia PVC elbow with cleaning eye Nos 10.00 500.0015 110mm dia , 45 deg. Bend with instruction door as per plan Nos 2.00 500.00

16 110mm dia , 45 deg. Tee with instruction door as per plan Nos 2.00 500.00

17 110mm dia , 90 deg. Bend with instruction door as per plan Nos 10.00 500.00

18 110mm dia , 90 deg. Bend with instruction door as per plan Nos 2.00 500.00

19 110mm dia , 45 deg. Tee with instruction door as per plan Nos 4.00 500.00

20 110mmx63mm dia , 45 deg Tee with instruction door as per planNos 2.00 500.00

21 Supply and fix 110mm dia PVC elbow Nos 2.00 500.00

22 Supply and fix 110 mm dia PVC 'Y' branch (Provisional) Nos 2.00 500.00

23 Supply and fix 110 mm dia PVC Tee (Provisional) Nos 2.00 500.00

24 Supply and fix 110 mm dia PVC Telbow n with cleaning eye Nos 4.00 500.00

25 Supply and fix 110mm dia pVC Tee with cleaning eye Nos 2.00 500.0026 Supply and fix 110mm dia PVC 'Y' branch with cleaning .. ( Provisional)

Nos 4.00 500.00

27 Supply and fix 63mm dia PVC 1000 type Lm 24.00 1,200.00

28 110mm dia PVC pipe 600 type with necessary bracket . ScrewsLm 20.00 1,200.00

29 .. For testing pipe properly according specification and instruction

Item 1.00 5,000.00

30 Soakage pit 1800mm dia internally & 3000mm depth as . Details drg

WSS 169.02 No 1.00 85,000.00

31 Type septic tank for 50 persons as per plan (BOQ ..) No 1.00 136,000.00

Page 18 of 44


19/44


32 Surface water drain 225mm wide 225mm average depth .. To suitable

falls in 1:3:6 (25mm) cement concrete with .. Thick sides & base

including ramp of the same materials 750 mm wide including

excavation & complete 13mm thick 1:3 cement & sand rendering &

finished smooth with neat cement floating provide expansion joints ...

every 6000 mm intervalsLm 60.00 1,760.00

33 . Semi circular in cement concrete 1:3:6 (25) 9" wide and 9" average

depth 3" thick sides and base inclusive of 1/2" cement rendering 1:3

with necessary expansion joins and excavation but without ramp

9including shuttering) . Mixing Lm 10.00 750.00

34 Ramp only 750 mm wide with suitable falls in 75mm thick (25)

cement concrete with suitable foundation complete with rendering &

finished smooth with neat cement floating provide expansion joints of

every 6000mm . (provisional) Lm 50.00 1,000.00

External Water Supply

1 Supply and install SLS approved platishel tank PE+ 2000 lit in capacity

to be linked together and auto float switch to be fixed including

necessary plumbing etc. to be provided to working order include a ventpipe of in appropriate dia. No 6.00 20,000.00

2 Electric pump with motar 1 1/2" x 1 1/4' single phase solex or

equivalent and appd quality max head 140'-0" 1.5 HP supplying and

fixed on cement concrete bed 2'-0" x1'-6"x0'-6" in 1:2:4 (20mm) mix

with 04 Nos 3/8"x6" rag bolt & nuts, rendered in cement motor 1:2

including foot valve & starter switch complete to working order.

No 6.00 40,000.00

3 Stop cock 32mm dia supplied and fixed LD make No 2.00 2,000.00

4 Stop cock 40mm dia supplied and fixed LD make No 6.00 3,000.00

5 Supply and fix 20mm dia PVC pipe 1000 type with specials Lm 20.00 170.00




9 Supply and fix 50mm dia PVC pipe 1000 type with specials (provisional)

Lm 20.00 540.00

Miscellaneous

1 Providing a under ground water sump with the capacity of 1000 liter for

rain water harvesting. It builts in cement sand . Work in 125mm thick

and 20mm internal plastering .. Rate including 100mm thick 1:2:4

(20) base concrete . Providing Y 1 @ 150mm c/c at base and providing

...... slab in 1:2:4(20) concrete with 100mm thick and Y 10 150 mm c/creinforcement, water proofing internal .... as directed

Ps

Drainage carried to summary

External Water Supply carried to summary

Total carried to summary

Page 19 of 44


20/44


1 Preliminaries

2 Excavation and Eairth work

3 Concrete Work

4 Masonry Work

5 Roofing & Roof plumbing6 Structural Steel Work

7 Carpentry and Joinery

8 Metal Work

9 Water Proofing

10 Sanitary Plumbing

11 Finishes

12 Painting

13 Electrical Installation

14 External Drainage

15 External Water Supply

16 Miscellaneous

672,625.00864,600.00

2,454,250.00

546,000.00

853,000.00

209,040.00

5,600,990.00

SUMMARY

1,568,000.00

Total

VAT 12%

Grand Total 20,496,112.00

706,995.00

439,650.00

200,000.00

18,300,100.00

2,196,012.00

345,400.00

599,900.00

1,647,200.00

835,250.00

757,200.00

Page 20 of 44


21/44

Amount

50,000.00

50,000.00

85,000.00

15,000.00

25,000.00

25,000.00

540,000.00

5,000.00

5,000.00

50,000.00

3,000.00

853,000.00

T

Page 21 of 44


22/44

Amount

15,000.00

63,000.00

4,700.00

630.00

5,000.00

45,000.00

11,250.00

17,000.00

33,000.00

14,460.00

209,040.00

63,000.00

1,400.00

94,500.00

80,500.00

4,750.00

123,250.00

406,000.00

43,500.00

14,500.00

79,750.00

116,000.00

21,750.00

275,500.00

43,500.00

14,500.00

24,750.00

Page 22 of 44


23/44

Amount

79,750.00

116,000.00

304,500.00

36,250.00

14,500.00

21,750.00

24,750.00

14,500.00

58,800.00

51,450.00

22,050.00

14,700.001,470.00

1,470.00

24,750.00

14,700.00

63,000.0036,000.00

4,500.00

69,300.00

56,700.00

14,400.00

3,600.00

10,800.00

198,000.009,000.00

3,600.00

4,500.00

69,300.00

56,700.00

14,400.00

3,600.00

10,800.00Page 23 of 44


24/44

Amount

198,000.00

9,000.00

3,600.00

4,500.00

49,500.00

29,700.00

10,800.009,000.00

900.00

900.00

4,500.00

163,200.00

170,000.00127,500.00

17,000.00

43,350.00

119,000.00

221,000.00

10,200.00

344,250.0025,500.00

10,200.00

191,250.00

32,300.00

34,000.00

105,400.00

221,000.00

344,250.00

10,200.00

10,200.00

8,500.00

32,300.00

68,000.00

42,500.00

Page 24 of 44


25/44

Amount

11,900.00

34,000.00

8,500.00

4,250.00

8,500.00

8,500.00

8,550.00

8,550.005,600,990.00

270,000.00

15,000.00

289,000.00

22,000.00

289,000.00

22,000.00

175,000.00

289,000.00

22,000.00

175,000.00

1,568,000.00

Page 25 of 44


26/44

Amount

322,500.00

40,000.00

64,500.00

37,625.00

95,000.00

36,000.00

72,000.00

5,000.00

672,625.00

32,500.00

300,000.00

299,100.00

18,000.00

90,000.00

75,000.00

50,000.00

864,600.00

Page 26 of 44


27/44

Amount

-

-

60,000.00

120,000.00

50,000.00

70,000.00

100,000.00

199,500.00

1,750.00

45,000.00

Page 27 of 44


28/44

Amount

60,000.00

120,000.00

50,000.00

70,000.00

100,000.00

210,000.00

1,750.00

45,000.00

Page 28 of 44


29/44

Amount

60,000.00

120,000.00

50,000.00

70,000.00

100,000.00

199,500.00

1,750.00

45,000.00

300,000.00

Page 29 of 44


30/44

Amount

144,000.00

61,000.00

2,454,250.00

90,000.00

18,000.00

90,000.00

33,000.00

285,000.00

30,000.00

546,000.00

3,350.00

4,800.00

55,000.00

Page 30 of 44


31/44

Amount

60,000.00

60,000.00

9,000.00

3,250.00

75,000.00

75,000.00

345,400.00

5,100.00

8,100.00

2,900.00

4,000.00

10,800.00

13,000.00

2,500.00

108,000.00

Page 31 of 44


32/44

Amount

150,000.002,000.00

2,500.00

6,000.00

7,200.00

45,000.00

57,000.00

39,000.00

20,000.00

27,000.00

15,000.00

18,000.00

12,000.00

10,800.00

2,500.00

7,500.00

24,000.00

599,900.00

Page 32 of 44


33/44


34/44

Amount

230,000.00

30,600.00

1,650.00

62,500.00

10,000.00

5,000.00

4,500.00

62,500.00

10,000.00

5,000.00

4,500.00

68,750.00

11,000.00

5,500.00

4,500.00

15,000.00

15,000.00

Page 34 of 44


35/44


36/44

Amount

147,200.00

3,200.00

835,250.00

6,000.00

12,000.00

12,000.00

20,000.00

11,200.00

20,000.00

12,000.00

6,000.00

6,000.00

60,000.00

42,000.00

9,000.00

4,000.00

6,000.00

12,000.00

12,000.00

20,000.00

11,200.00

20,000.00

12,000.00

6,000.006,000.00

60,000.00

42,000.00

9,000.00

4,000.00

6,000.00

Page 36 of 44


37/44


38/44

Amount

40,000.00

7,600.00

7,000.00

60,000.00

12,000.00

1,000.00

5,000.001,000.00

1,000.00

5,000.00

1,000.00

2,000.00

1,000.00

1,000.00

1,000.00

1,000.00

2,000.00

1,000.00

2,000.00

28,800.00

24,000.00

5,000.00

85,000.00

136,000.00

Page 38 of 44


39/44


40/44

Amount

Page 40 of 44


41/44


1 . Clearing & leveling Site

Item 1.00 1,390.00

2 .. In soakage pit any material requiring upto depth of (working

space allowed) m3 4.00 450.00

3 do..do. 1.5m to 3m deep m3 4.00 650.00

4 .. Excavation (provisional) m3 1.00 5,000.00

5 .. X 150mm cement concrete 1:3:6 (40mm) ring in .. m3 0.35 9,000.00

6 thick sandcrete block masonry 1:6 in cement motor 1:5 in .. Wall

from 3000mm to 1500 mm depth m3 2.50 8,500.00

7 do 1500mm to 500mm deep m3 1.20 9,000.00

8 do500mm to 300mm above ground level m3 0.75 9,500.00

17 Cement concrete 1:2:4 (20mm) pad 300mm x150mmx150mm in beamNos 2.00 1,200.00

18 100x150mm cement concrete 1;2:4 (20mm) pad on top of with

rebate on the inner side to receive cover slab m3 0.15 14,500.00

.x150mm RCC 1:2:4 (20mm) beam across pit to .. Cover slab with

R/F Nos. Mm dia M.s rods & mm MS stirrups at mm (RF measured

separately) m3 0.10 20,000.00

mm thick RCC 1:2:4 (20mm)cover slab cast in 100mm . With 100mm

lifting handles to each sections with RF 10mm dia MS rods at 225mm

m3 0.30 30,000.00

21 12mm tor rods supplied & fabricated in position Kg 30.00 170.00

22 6 mm tor rods supplied & fabricated in position Kg 10.00 170.00

23 ...mm tor rods supplied & fabricated in position Kg 25.00 170.00

24 Form Work m2 1.40 900.00

25 12mm thick internal cement plastering 1:3 fom ground level at 150mm

below inlet pipe finished rough m2 7.00 500.00

26 Supply and fixing 100mm dia PVC tee inlet pipe as per plan Nos 1.00 500.00

( 1800mm dia. 3000mm deep)

Total Carried to BOQ item No :Q30

Bill of Quantities for the Construction of Type Plan Soakage Pi

Page 41 of 44


42/44

Amount

1,390.00

1,800.00

2,600.00

5,000.00

3,150.00

21,250.00

10,800.00

7,125.00

2,400.00

2,175.00

2,000.00

9,000.00

5,100.00

1,700.00

4,250.00

1,260.00

3,500.00

500.00

85,000.00

Page 42 of 44


43/44


1 Clearing site Item 1.00 500.00

2 Excavation 0mm to 1500mm m3 12.00 450.00

3 Excavation 1500mm to 3000mm m3 4.00 650.00

4 . Rock excavation in any depth of this work (provisional) m3 2.00 5,000.00

5 Cement concrete in base slab 1:2:4 (20mm) m3 1.00 14,500.00

6 10mm dia tor steel in r/f of base slab at 225mm . Both ways. Including

binding wire kg 70.00 170.00

7 Brick work 150mm thick in walls in cement motar 1:5 m3 4.50 8,500.00

8 Cement conc. Pad 1:2:4 (19mm) with necessary form work m3 0.50 14,500.00

17 75mm thick cement conc. Pre-cast slab 1:2:4 (19mm) with . Filled

with bitumen mixed with sand (R/F measured) m3 0.60 30,000.00

18 10mm dia tor steel in r/f of cover slab kg 20.00 170.00

6mm dia MS bar in r/f of cover slab kg 20.00 170.00

. Mm thick cement plaster 1:2 to internal face with 5% kg 40.00 170.00

21 10mm dia M.S bars in lifting handles Kg 20.00 170.00

22 110mm dia PVC Tee for intel & outlet pipe Nos 2.00 500.00

23 20mm thick cement plaster 1:3 to exposed area m2 20.00 480.00

BOQ FOR THE TYPE SEPTIC TANK FOR 50 PERSONS DRAWING NO : W.SS

Total Carried to BOQ item No :Q31

Page 43 of 44


44/44

Amount

500.00

5,400.00

2,600.00

10,000.00

14,500.00

11,900.00

38,250.00

7,250.00

18,000.00

3,400.00

3,400.00

6,800.00

3,400.00

1,000.00

9,600.00

136,000.00

74.01

Documents

Chummary Quarters at Kilinochchi