BILL OF QUANTITIES FOR THE RENOVATION OF PONNALAI VARATHARAJA PERUMAL TEMPLE

ITEM DESCRIPTION OF WORK UNIT QTY RATE

1Sqrs 85.00 1,400.00

2 Sqrs 85.00 4,500.00

3 Supply of 4"x2" palmarah rafter Lft 300.00 130.00

4 Supply of 2"x1" kempus timber reepers Lft ### 30.00

5 Supply of 6"x3" kempus timber purline Lft 90.00 390.00 6 Washing and cleaning the old tiles Nos ### 3.00 7 Supply of Calicut tile Nos ### 42.00 8 Clearing the site after completion of the wItem

Total

Removing Tile roof including timber frame work and stacked the servisable materials at siteCalicut tile rooting with available 4"x2" palmarah timber roofter, ,2"x1" kempus timber reepers and 6 "x3 " kempus timber purlins. Rate to include forapply 2 cont of colour less wood preservative.(with available and purchased new timber)

B9

B10

B11

B12

D1

D2

D3

D4D5

D6D7

D8

D9

D10

D11

D12

D13

D14

D15

D16

D17D18

D19

E1

E2

E3E4

E5

E6

F1

2.90 F2

6.70 F3

2.20 F4

3.70

Doors and windows frames : spl.upper clDoor type D1 1200 x 2400 (overall) with 95x70mm frame in spl. Up.cl timber 28 mm thick fully paneled Double hung door sash include heavy quality brass fittings and door lock with chromium plated handles as per approval. [Lock rated separately]. All complete as per detail drg.

M2Door type D2 1050mm x2100mm (overall) with 95x70mm frame in spl. Up.cl timber 28 mm thick fully paneled Single hung door sash include heavy quality brass fittings and door lock with chromium plated handles as per approval. [Lock rated separately]. All complete as per detail drg.

M2Door type D3 900mm x2100mm (overall) with 95x70mm frame in spl. Up.cl timber 28 mm thick fully paneled Single hung door sash include heavy quality brass fittings and door lock with chromium plated handles as per approval. [Lock rated separately]. All complete as per detail drg.

M2Door type D4 850 x 2100 supplied and fixed with 95 x 70 mm spl.up cl. timber frame with moisture resistance ordinary plywood sash including necessary heavy quality brass fittings complete as per detail drg. [Lock rated separately].( Mack ply /Equivalent approved by Engineer)

M2

F5

3.90 F6

10.10 F7

10.80 F8

1.40 F9

Nos 1.00 F10

Nos 4.00 Carpenter & Joiner Carried to summary…………

G -ROOFERG1

200.00 G2

Lm 30.00 G3

1.00

Window type W1 1800 x 2100 mm glazed window with 95x 70 frame in spl. upper class timber and 28mm thick sashes & 16mm dia. Mild steel rods at 100 mm centers providing Horizontally as security bars including heavy Quality brass fittings (M.S rods measured separately). All complete as per plan.

M2Window type W2 1200 x 2100 mm glazed window with 95x 70 frame in spl. upper class timber and 28mm thick sashes & 16mm dia. Mild steel rods at 100 mm centers providing Horizontally as security bars including heavy Quality brass fittings (M.S rods measured separately). All complete as per plan.

M2Window type W3 1800 x 1500 glazed window with 95x 70 frame in spl. upper class timber and 28mm thick sashes & 16mm dia. Mild steel rods at 100 mm centers providing Horizontally as security bars including heavy Quality brass fittings (M.S rods measured separately). All complete as per plan.

M2Fanlight supplied & fixed with 95x70mm frame in spl. Upper class timber with 1No.. 28mm thick glazed sashes with 16mm dia horizontal M.S. bar with necessary heavy quality brass fittings as per approval. All complete as per detail drawing. [M.S rods measured separately]

M2

Supplying and fixing union mortice lock with chromium plated handle. [England,] [double hung door]Supplying and fixing union mortice lock with chromium plated handle. [England,] [single hung door]

Corrugated asbestos sheet roofing laid on and including kempus timber framing 100x75mm wall plate, 175x50mm ridge plate, 100x100mm post 125x75mm purlin, 100x50mm rafter in not more than 900mm centers, and 50x50mm reepers in same supplied and fixed complete with G.I hook bolt and nut including limpet and bitumen washers. [wall plate, ridge plate, beam, post, purlin measured separtely] Rate include applying 2 coats of wood preservative to rafters & reapers.

M2

Ridging, Calicut tile pattern bedded in cement & sand motar 1:4, cloured match tiles.Supplying & fixing timber post, beam, wall plate, ridge plate, purlin in kempus timber. Rate include for all carpentry work 2coats of wood preservative. M3

G4

L.m 47.50 G5

L.m 28.00 G6

L.m 20.00 G7

No 2.00 G8

125.00 G9

40.00 G10

Lm 77.00 Roofer Carried to summary……….H - PAVIOR

H1 95.00

H2

3.80

Supplying and fixing 0.47mm thick approved quality and colour bond zinc alum square gutter with all necessary special. (girth 450mm) Supplying and fixing 0.47mm thick approved quality and colour bond zinc alum square down pipes with all necessary special such as brackets etc. (100x100mm) nozzles, offsets & shoes. 24 BWG (1.2mm) galvanized iron flashing 450mm girth overall 3 times bent with end laps not less than 150mm lead soldered turned and tucked up to not less than 150mm into chase out in wall and pointed in cement mortor 1:2 lower end dressed over roof covering not less than 300mm wideChain for down pipe (approx eight lines for one place) 8 Nos Asbestos free flat Ceiling sheet fixed with clout headed nails to 100x50mm joists 1200mm centers & 50x50mm 'bearers of kempas timber 600mm centers & 50x25mm spacer bearers not exceeding 600mm centers including aluminum beading 23mm wide with rubber fillets to aluminum beading. Rate to include 2coats of tarnap to timber & 2 coats of emulsion painting to asbestos sheet

M2

Ceiling asbestos, flat free sheet in eaves fixed with clout headed nails to 50x50mm & 50x25mm bearers & spacers not exceeding 600mm centers in kempas timber including aluminum beading 23mm wide with rubber fillets to aluminum beading. ..do.. ..do.. M2

20x225mm high valance & barge board in class I timber fixed with brass screws to end of rafters.

75mm Thick concrete paving 1:2 1/2:5(25) to floors and toilets, laid to necessary falls. M2

150mm Thick concrete paving 1:2 1/2:5(25) to porch floors & Ramp laid to necessary falls. M3

H3

110.00 H4

7.20 H5

27.00 H6

9.00 Pavior Carried to summary………..

J - WATER PROOFINGJ1

8.00

K - PLASTERERK1

5.00 K2

22.00 K3

500.00 K4

L.m 210.00

400x400mm approved colour & pattern non skid floor tiles to floor & skirting laid to falls and including 13mm thick bed of cement and sand 1:3 coat of neat cement slurry applied over the mortar and the tiles coated on the under side with thick cement slurry on the mortar and tamped down gently till the cement squirts up through the joints. The joints pointed in neat cement coloured to match the tiles with necessary rendering. [Prize range, above 558/=]

M2200 x 200mm appd coloured & pattern non skid floor tiles to floor of toilets laid to falls and including 13mm thick bed of cement and sand 1:2 coat of neat cement slurry applied over the mortar and the tiles coated on the under side with thick cement slurry on the mortar and tamped down gently till the cement squirts up through the joints. The joints pointed in neat cement coloured to match the tiles. [Prize range, above 80/=]

M2Colour glazed tile (200x300mm) lining to a height of 1800mm in lavatories internal walls bedded in 20mm thick cement mortar 1:2 neat cement, floating temped gently with even pressure till the cement squirts through the joints and finished with white cement floating. [Prize range, above 94/=]

M2

Colour glazed tile (200x300mm) lining to kitchen work bench bedded in 20mm thick cement mortar 1:2 neat cement, floating temped gently with even pressure till the cement squirts through the joints and finished with white cement floating. [Prize range, above 94/=]

M2

Application of "barralastic" or equivalent agent two coats of water proofing to gutter slab as per manufacturer's specifications. Rate including 20mm thick 1:3 rendering to slope.

M2

D.P.C. with 20 mm thick cement and sand 1:3 damp proof course finished with and application of two coats of hot tar. Blinded with sand. M2

20 mm thick cement & sand 1:3 rendering to plinth finished smooth with red cement floating

M2

Plaster 16 mm thick in cement & sand 1:4 to all external and internal walls from DPC to roof level M2

Plaster reveals in cement & sand 1:4 finished smooth to match external & internal plaster not exceeding 150 mm wide

K5 5.00

K6 8.00

K7 16.00

K8 17.00 Plasterer Carried to summary……..

L - PAINTERL1 Prepare and apply 2 coat of Epoxy Floor pai 22.00 L2

120.00 L3

400.00 L4

85.00 L5

30.00 Painter Carried to summary……..

M- INTERNAL WATER SERVICE & DRAINAGE

M1 32 mm dia P.V.C pipes from the supply type Lm 20.00 M2 25mm dia P.V.C pipes from the distribution Lm 15.00 M3 20 mm dia.…..do……do……… for connection and f Lm 6.00 M4

Lm 10.00

Cement & sand 1 :3 rendering not less than 13mm thick finished smooth with red cement floating. M2

Cement & Sand 1:2 rendering 20mm thick to top surface of slab finished smooth. M2

Cement & sand 1 :3 Plastering to Ornamental Column. M2

Cement & sand 1 :3 Plastering to Arch Beams. M2

M2

Prepare & apply 2 coats of weather shield emulsion painting to external walls with one coat of alkali resisting primer. M2

Prepare & apply 2 coats of emulsion paint to int. walls with one coat of alkali resisting primer. M2

Prepare and applied 2 coats of enamel paint to doors, window, including one coat of aluminum wood primer. M2

Prepare and applied a coats of primer & two coats of enamel paint to Valance & barge board. M2

The items following for complete installation of drainage water service & filling extended up to 1500mm from the outer wall of proposed buildingAll items To be as shown in drawings & read in conjunction with the standard specification for buildings P.W.D 182/71 and as per standard specifically modified by the description given in the items below.

40 mm dia P.V.C type 600 pipes for verticals waste from wash basin including specials complete with galvanized iron and additional two coats of aluminum paint

M5

Lm 3.00 M6

Lm 10.00 M7 50 mm dia . brass Gate valve to supply main No 1.00 M8

No 1.00 M9 12 mm dia.brass stop cock supply and fix to No 2.00 M10 12mm dia chromium plated (plumber) bib tap. No 3.00 M11 150 x 12 mm chromium plated shower rose No 1.00 M12

No 1.00 M13

No 1.00 M14

No 1.00 M15

No 1.00

Forming waste water catch pits 150 x150 x150 deep approx to receive waste water with 75 mm thick cement concrete 1:2:4 (20mm) complete with cement sand rendering internally & P.V.C. grating on top.63 mm dia vent pipe 600 type carried at latest 1200 mm above roof level including providing water tight joints as directed, the pipe fixed 50 mm clear near of walls in wooden blocks built into wall complete.

Wheel valve chamber 225x 225 x 225 mm deep (approx) internally including excavation 75 mm thick cement concrete 1;2:4 (20 mm) sides and bottom , cement and sand 1:2 rendering to all faces and 50 mm thick R.C.C cover on top

Wash basin 550 x 400 mm overall white vitreous china with pedestal and 12 mm dia. Chromium plated pillar tap, 32 mm dia. rubber plug & chromium plated chain waste, brackets in painted iron screwed to tapered wooden blocks buried in wall, water supply & waste water connections, all complete to working order. [Prize range, 5750/= - 7000/=]Sink with weir overflew in white fireclay 600x375x200mm high as per Sri Lanka ceramic corporation leaflet or equivalent with rubber plug chromium plated chain waste cement block work in cement & sand 1:5 pedestal finished with cement & sand 1:2 rendering water supply & waste water connection. All complete to working order [Prize range, 5500/= - 7000/=]Low level closet suit white Ceylon ceramic or equivalent to approval with "P" or "S" trap double plastic hinged, seat cover & white ceramic Cistern 9Ltr. Capacity 12mm stop cock supporting brackets screwed to tapered wooden block buried in wall white porcelain enameled flush bend water supply, over flow drainage connection. All complete to working order [Prize range, Push model 10500/= - 12500/=]Squatting closet white large size with footrest approved quality with 'S' or 'P' trap complete to working order. [Prize range, Squatting, 1500/= - 2000/=]

M16

No 1.00 M17

No 1.00

N - ELECTRICAL

Type of wiring semi concealed conducting

N1

No. 10.00 N2

No. 8.00 N3

No. 6.00 N4

No. 5.00 N5

Lm 25.00 N6

No. 1.00 N7

No. 1.00 N8

No. 1.00

S/F Mirror over wash basin 550x400mm fixed to wall with plastic shelving and fixed with fiber plugs and chromium plated brass screws.Chromium plated towel rail 600mm long 25mm dia. Including bracket of the same materials..

specification :- All items are to be as in drawing and as described in the specification for electrical published by ICTAD & as specifically modified herein All rates included for necessary conducting where necessary fixtures etc. All switches and socket outlet shall be Clipsal type and all fittings should be approved by EngineerSupply and Installation of 1200mm Fluorescent lamp set sonkey or other imported model to walls including 5amp single gang switch.Supply and Installation of Pendant Lamp [Angle/Straight] with 3 U blub. [Original] one year warranty. Rate including plastic lamp shade.Supply and Installation of approved quality Ceiling fan 1400mm sweep with regulator. At 9'6" from floor level including 5amp single gange switch & proper wiring arrangment. [Wiring must be concealed with the approppriate sized UPVS cable trunk. [bajah regal / equal approved by the Engineer]Supply and installation of 5 Amp. Socket outlet and line indicator with earthing arrangements. [orange / equal approved by the Engineer].7/1.04 [7/0.44] Cable [twin] Inter connection to DB or Main Supply.Supply and Installation of ABC-900 Distribution Box [polychrome] with 10 way MCB modular carriage [orange / equal approved by the Engineer].Supply and Installation of R.C.C.B Trip Switch [orange / equal approved by the Engineer]. [ABB] or [Hager].Supply and Installation of main isolator single phase 40 amp

N9No. 1.00

N10

No. 2.00 N11

No. 1.00 Electrical Installation to summary……

P - EXTERNAL DRAINAGEP1

No 3.00 P2

Lm 6.00 P3

1 2.00

2 4.00

3 1.00 4

6.00 5

0.25

6 …….do………. 1500 mm to 3000 mm deep 10.00 7 …….do………. 0-0" to 1500 mm deep 10.00 8 5.00 9 Nos. 2.00

Supply & installation of Earth Electrode ground inject copper rod.Supply and installation of 15 Amp. Socket outlet and line indicator with earthing arrangements. [orange / equal approved by the Engineer].Supply 1500mm long 63mm x 63mm x 6mm angle iron service bracket bend to shape holes etc. fixed to rafter with bolt & nut etc finished with 2 coats of anticorrsive paint.

Manhole type 600 x 600 mm internally as per Drg. No: W.S 642.00 with invert depth not exceeding 600 mm including excavation back filling 150 mm thick ct. conc. 1:2:4 (20) foundation forming channels & trenching in similar conc. 125 mm thick ct. conc. block work walls in cement and sand 1:5 & 1:2 cement & sand rendering to channels & hunching R.C.C cover inlet & outlet connections. All complete to working order 75 mm thick R.C.C cover R/F with 6 mm 0 rods 75 mm centers both ways & 2 Nos . Lifting handles.

110 mm P.V.C (type 400) pipe laid to necessary falls between closet manhole & pit with average invert depth not exceeding 600 mm including excavation refilling bedding on a layer of cement conc. 1:3:6 (40) 100 mm thick subsequently completed encasing with conc. After inspectionSoakage pit 1800mm dia internally & 3000mm depth as per details drg WSS 169.02Excavation in soakage pit in any material requiring up to depth of 1.5 m to (working space allowed) M3

Excavation for hard rock manually using pick axe, kontally etc.. ..do.. ..do..[Provisional]

M3

Excavation in any material from 1.5 m to 3 m deep M3Excavation for hard rock manually using pick axe, kontally etc.. ..do.. ..do..[Provisional] [sledged rubble should be piled]

M3

225 mm x 150 mm cement conc. 1:3:6 (40) ring in foundation with necessary formwork. M3125mm thick block work 1:4:5(20) built in 1:5 ct. sand below 300 mm deep with open vertical joint at alternative course

M2

M2

Do …..do ……do…… 300mm above ground level. M2

Ct.conc.1:2:4( 20 ) bed 300x125x150mm for beam

10

0.15 11

0.25 12

0.25 13 kg 50.00 14 6mm m.s. rods …………do……….. kg 10.00 15 10 mm tor rods ………do……do…….. kg 25.00 16 Form work 4.00 17

6.00 18 No. 1.00 P4 Construction of 25 persons Septic tank1 Excavation in foundation up to 1.5m.. 5.50 2

1.00 3

0.50 4 1:3:6(40mm) in base conc. 0.25 5 0.50 6

kg 19.00 7 13.00 8

0.20 9

0.15 10 Kg 26.00 11 Kg 5.00 12 14.00 13 10mm dia. M.S bars in lifting handles kg 1.00 14 110mm dia pvc tee inlet & outlet pipe. No 2.00

External Drainage Carried to Summary

SUMMARY

B - PRELIMINARIES Rs

C - EXCAVATOR Rs

125 x 150 mm ct. conc. 1:2:4 (20) pad on top of wall with rebate on the inner side to receive cover slab with necessary formwork.

M3225 x 150 mm R.C.C 1:2:4 (20mm) beam across pit to support cover slab (R/F with 4 nos.16mm dia tor steel & 6 mm M.S Stirrups @ 225 mm (R/F & formwork measured separately)

M375 mm thick R.C.C 1:2:4 (20 ) cover slab cast in four section with 100 mm lifting handles to each sections (R/F & formwork measured separately) with 10 mm M.S rods @ 225 mm

M3

16 mm tor rods supplied & fabricated in position

M2

20mm thick int.cement plastering 1:3 from ground level at 150 mm below inlet pipe finish rough M2

Supply & fixing 100mm . Pvc tee inlet pipe as per plan

M3

Excavation for soft rock/semi rock manually using pick axe, kontally etc.. ..do.. ..do..[Provisional] M3

Excavation for hard rock manually using ..do.. 1.5m to 3.0m (Provisional) M3

M3

Cement concrete in base slab 1: 2:4 (20 mm) M3

10 mm dia tor steel reinforcement of base slab at 225 mm centres both ways including binding wire125mm thick block work in 1:4:5(20) built in walls in ct. mortar 1:5 M2

Concrete pad 1:2:4 (20mm) rate to include for shuttering (150x100mm) M3

75mm cement conc. precast slab in 1:2:4 20mm with joints filled with sand M3

10mm dia. tor bars in reinforcement of cover slabs6mm dia. M.S brass in reinforcement of cover slabs20mm thick cement plastering 1:2 to internal face with 5% Pudlo M2

D - CONCRETOR Rs

E - MASONRY Rs

F - CARPENTER & JOINER Rs

G - ROOFER Rs

H - PAVIOR Rs

J - WATER PROOFING Rs

K - PLASTERER Rs

L - PAINTER Rs

M - INTERNAL DRAINAGE Rs

N - ELECTRICITY Rs

P - EXTERNAL DRAINAGE Rs TOTAL Rs

BILL OF QUANTITY FOR THE FENCING AND GATE

Item Description Unit Qty Rate

1 Site clearing along fencing line, 1.50m widItem2

Lm 35.00 3

No. 2.00

Fencing and Gate carried to Summary

Barbed wire fence 7 strand RCC post, struts, corner post etc. as per detail drawing and instruction, with two coats of white washing to posts.

G.I.gate 3.60 X 1.35 m high in two leaves made out of 38mm dia G.I.pipe frame work 4 Nos horizontals and 2 Nos verticals with 6mm thick m.s plates welded corners and 6mm thick M.S.rods welded at 75mm c/c both ways at the frame work 5mm thick iron clips and 300mm long 2 Nos bottom bolts locking device hinges etc and covered with amona cladding sheet 600mm height at top and bottom all as per details in drawings No: complete with painting gate with single coat of anticorrosive paint and two coats of enamel paint to approval, including 2 Nos Gate Posts 225mm X 225mm size 75mm lean conc. in 1:3:6(25mm) and 225mm high 750x750mm footings 1:2:4(20) cement Conc. and R/f with 4Y12 Tor steel and 6mm stirrups at 175mm c/c in columns. R/F mat of Y 10 tor steel rods at 200mm c/c both ways. Rate to include for 20mm thick plastering in cement and sand 1:3 to all exposed faces of posts. 2 Nos pintols and two coats of white or colour washing all to be approved by the Engineer.

INSTALLION OF FIBRE GLASS WATER TANK WITH STAND - 1000LIT

Excavator

1Item

2 0.20

Concreter

3 0.22

4 0.50

5

Item

6 Lm 11.00

7 Lm 20.00

8 Lm 19.00

9No 2.00

10 No 1.00

11

Nos 1.00

Extent of work as provided for in the Bill of Quantities consist of Water tank ,Pump house, external water supply.All items of works are to be done strictly as shown in drawings and in accordance with the red in conjunction with the standard specification for building & special specification for drainage & water services.

Allow for clearing the site including removal roots & growth of every description up to 3m beyond the proposed water tank & carting away the waste materials from the site.Excavation for foundation any material met with except rock requiring blasting part return fill in ram & sulpurs disposed of as directed. M3

a. Made dence with a mechanical vibrator & mixerb. River sand and Granite metal to be used for all concrete works.1:2:4(20mm) cement concrete in foundation. M3

Cement & sand 1:3 plaster 20mm thick to external walls & cover slab of tank including forming corners and rises. M2

Stand for PVC water tank - 2/50mm x 50mm x 6mm including 1:2:4 (20mm) concreting 32mm x 10mm flat iron welded to angle iron & 25mm wooden planks using top of stand with 2 coats of anticorrosive paint & 2 coats of enamel paint. All complete as per detail drawing.50mm dia PVC pipe 600 type as over flow and wash out with necessary brackets.50mm dia PVC pipe 1000 type as delivery with necessary specials.40mm dia PVC pipe 1000 type as two supply line from well to tank with necessary specials.Supplying & Fixing 50mm dia brass gate valve for delivery lines.[English pegler]Supply and fixing approved manufactures 1000Lit fiber glass P+ or equivalent water tank.Supplying and fixing Electric Pump with motar [Jinasena Centric Pump] 1 1/2"x1 1/4'' single phase model No. M 140/1, [or equivalent and appd quality] 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 mortar 1:2 including foot valve & starter switch complete in working order.

12Item

Water tank Summary

GRAND SUMMARY

1

2

3 Construction of Water tank - 1000 Lit

4 PS 5 PS

Grand Total

Electrical Installation single phase from main line to pump house with 30amp. Main switch complete with pilot lamp to working order as per electrical specification.

Construction of Quarters for Veterinary Surgeon at Maruthankeny Jaffna.

Construction of Barbed wire fencing and Gate

Allow for the Construction of approach RoadAllow for service connection payable to CEB

BILL OF QUANTITIES FOR THE RENOVATION OF PONNALAI VARATHARAJA PERUMAL TEMPLE

AMOUNT

119,000.00

382,500.00

39,000.00

222,000.00

35,100.00 31,350.00 168,000.00 3,050.00

###

SUMMARY

BILL OF QUANTITY FOR THE FENCING AND GATE

Amount

INSTALLION OF FIBRE GLASS WATER TANK WITH STAND - 1000LIT

Extent of work as provided for in the Bill of Quantities consist of Water

All items of works are to be done strictly as shown in drawings and in accordance with the red in conjunction with the standard specification for building &

GRAND SUMMARY

400,000.00

80,000.00