BOQ for House

May 17, 2019 | Author: gay22 | Category: Tile, Roof, Concrete, Building Technology, Architectural Design
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BOQ - PROPOSED HOUSE BUILDING

DESCRIPTION

UNIT

Allo Allow w lum lump sum sum for for supp supply ly of wate waterr for for the the Work Workss and and pay paying ing all all char charge gess and and othe otherr expe expens nses es in conn connec ecti tion on with the supply from water mains or any other alternative method of water supply, storage and reticulation.

Item

Allo Allow w lump lump sum sum for for supp supply lyin inge gele lect ctri rici city ty for for the the Work Workss incl includ udin ing g conn connec ecti tion on,, dist distri ribu buti tion on syst system em for for the the Works, internal arrangements and all payments to the authorities for consumption.

Item

ITEM NO

AMOUNT (RS.)

BILL NO 01 B - PRELIMINARIES

B .1

B .2

TOTAL CARRIED TO SUMMARY

8,000.00

12,000.00

20,000.00

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ITEM

DESCRIPTION

UNIT

QTY

RATE

AMOUNT

BILL NO -02 D - EXCAVATION & EARTHWORK 

Unle Unless ss othe otherr wise wise stat stated ed,, Rate Rate shal shalll incl includ udee  N-l

Back filling with selected excavated mater material ial & consol consolida idatin ting. g. Surfac Surfacee treatm treatment ent;; compaction before filling / foundation.  Note

 N-2

Disposal of surplus soil as directed & keeping all excavations free from water   unless other wise measured separately.  Note

 N-3

Any additional excavation for working space. Note

 N-4

All the necessary earth work support to execute the work properly and un  Note

D1

Excavation

D1.1 1.1 Site Site pre prepara parati tion on,, Clea leanin ning site ite vegetati tation on,, Rem Removin oving g bush bushes es,, shru shrubs bs & Exca Excav vatin ating g top top soil, average depth 150mm. Rate shall incl includ udee for for disp dispos osal al of un usab usable le mater ateria iall on site. Item D1.2 D1.2 Exca Excava vati ting ng tren trench ches es,, widt width h > 300m 300mm m, dept depth h not exceeding 1m, commencing from the 150mm below existing ground level. Rate shall include for excavation,disposal of  exca excava vate ted d mater ateria iall and and com compact pactio ion n bott bottom om 3 of excavations excavations ft D2

Earth Filling

D2.1 2.1 Fill Fillin ing g to make-up lev levels to a averag rage depth pth of 350mm with well compacted earth free from vegetation and roots. Surface with suitable compaction method such as

  175.00

  5,000.00

5,000.00

 

3,675.00

21.00

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT

QTY

RATE

AMOUNT

BILL NO - 03 F - CONCRETE WORKS

 N-1

Rate shall include for : Depositing, handling, hoisting into position, vibrating etc. and making good after removal of formwork etc.  Note

 N-2

Characteristic cube strength for all concrete work orks shou hould be 25N/ 5N/mm2 unle unlesss othe otherw rwis isee specified  Note

 N-3

Supplying and laying of gauge 1000 polythene layer on ground, where concrete is in direct contact with the ground, before pouring concrete unless otherwise measured separately.  Note

 N-4

Reinforcement Reinforcement & Formwork paid for  separat rately unless otherwi rwise specifie fied in the item.  Note

Fl F1.1 F1.1

CONCRETE WORK   Ground Floor 2'' thk thk. 1:3:6 :3:6 Screed Concrete ete, aggrega egate size 3/4'', in the followings

ft

2

175.00

 

64.00

11,200.00

F1.1.2 F1.1.2 Concr Concrete ete for foun foundat dation ion

ft

3

170.00

 

380.00

64,600.00

F1.1.3 F1.1.3 Ground Ground floor floor slab slab

ft

3

502.00

 

380.00

190,760.00

F1.1.4 F1.1.4 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized

ft

3

82.00

 

380.00

31,160.00

F1.1.1 F1.1.1 Under Under Concre Concrete te Foundatio Foundation n Work  Work  5'' thick Mass Concrete 1:2:4, aggregate size 3/4'', in the followings

Reinf einfor orce ced d Concr oncret etee 1:2:4 :2:4 agg aggrega regate te size size

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

F1.2

313,680.00

First Fl Floor 5'' thick Mass Concrete 1:2:4, aggregate size 3/4'', in the followings

F1.2.1 F1.2.1 First floor columns columns 9'' 9'' x 9'' sized sized

ft

3

78.00

 

380.00

29,640.00

ft

3

40.00

 

380.00

15,200.00

Reinf einfor orce ced d Concr oncret etee 1:2:4 :2:4,, agg aggrega regate te size size 3/4'' in the followings.

Fl.2 Fl.2.2 .2 In Lint Lintel elss 4'' 4'' x 6'' 6''

F2

 N-5

FORMWORK  

Rate for form work to be included for all necessary boarding, supports, erecting, fram framin ing, g, cutt cuttin ing g angl angles es,, clea cleani ning ng,, wett wettin ing g and and any any surf surfac acee trea treatm tmen entt befo before re and and afte afterr plac placin ing g of concrete.  Note Plai Plain n fini finish sh Form Form Work Work,, ordi ordina nary ry plyw plywoo ood d

F2.2 F2.2

DPC DPC Lev Level el to Roof Roof Leve Levell

F2.2.1 F2.2.1 Ground Ground floor floor slab slab

ft

2

1203.00

 

150.00

180,450.00

F2.2.2 F2.2.2 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized

ft

2

404.00

 

130.00

52,520.00

F2.2.3 F2.2.3 Ground Ground floor floor Lint Lintels els 4'' x 6'' 6''

ft

2

65.00

 

130.00

8,450.00

F2.2.4 F2.2.4 Frist floor columns columns 9'' 9'' x 9'' sized sized

ft

395.00

 

165.00

65,175.00

F2.2.5 F2.2.5 Frist Frist floor floor Lint Lintels els 4'' 4'' x 6'' 6''

ft

252.00

 

130.00

32,760.00

2

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

697,875.00

REINFORCEMENT

 N-6

F3

All the reinforcement to be GTB, LANWA or  approved equivalent Note HIGH YIELD STEEL BAR BAR REINFORCEMENT High igh yiel yield d stee steell rein reinfo forc rcem emen entt (to (to BS 444 4449 and characteristic strength fy = 460 N/mm2)

F3.1 F3.1.1 .1 Foun Founda dati tion on

Kg

720.00

 

120.00

86,400.00

F3.1.2 F3.1.2 Ground Ground floor floor slab slab

Kg

2010.00

 

120.00

241,200.00

F3.1.3 F3.1.3 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized

Kg

338.00

 

120.00

40,560.00

F3.1.4 F3.1.4 Ground Ground floor floor Lint Lintels els 4'' x 6'' 6''

Kg

178.00

 

120.00

21,360.00

F3.1.5 F3.1.5 Frist floor columns columns 9'' 9'' x 9'' sized sized

Kg

124.00

 

120.00

14,880.00

F3.1.6 F3.1.6 Frist Frist floor floor Lint Lintels els 4'' 4'' x 6'' 6''

Kg

172.00

 

120.00

20,640.00

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT

QTY

RATE

AMOUNT

BILL NO - 04 G - MASONRY WORKS

 N-l

The rate shall include for: Lifting, handling, weighting all rough and fair  cutting, plumbing angles, normal straight cutting, form formiing reb rebated reveals and raking out joints for plastering.  Note Block walls in cement & sand 1:5 mortar with joints not exceeding 10mm thickness in following.

Gl

125mm th thick wa walls

G1.1 G1.1 For For first first floo floorr wall wallss

ft

2

2450.00

 

108.00

264,600.00

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ITEM

DESCRIPTION

UNIT

QTY

RATE

AMOUNT

BILL NO - 05 H - WATERPROOFING

 N-1 Unless otherwise specified rate shall include for applying 1:3 Cement sand rendering  protective screed thickness not less than 12mm, angle fillets, surface finished with smoo smooth th neat neat cem cement ent fini finish sh anc anc maint aintai aini ning ng of  necessary slopes for the floors.  Note  N-2 Prior to apply waterproofing surfaces should  be structurally sound, clean, and free from loose particles, oil, grease, or any other   contam contamina inants nts.. Ceme Cement nt laitan laitance, ce, loose loose partic particles les,, mould ould rele releas asee agen agents ts,, curi curing ng membr embran anes es,, and and othe otherr conta ontam minan inants ts must ust be rem removed oved.. All the the surface irregularities such as blow holes, honeycombs etc. should be filled with appropriate material as necessary  Note H1

Waterproofing in toilets / bathrooms up to 1.5m height with" Barralastic" or equivalent approved type waterproofing compound. 2

82.00

 

72.00

5,904.00

2

82 00

 

72 00

5,904.00

H1.1 H1.1 Grou Ground nd floo floor  r 

ft

H1.2 First floor 

ft

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION BILL NO - 06

UNIT

QTY

RATE

3970.00

  560.00

AMOUNT

P - ROOF COVERING & ROOF PLUMBING

 N- 1

P1

P1.1

All workmanships workmanships and materials shall be in accordance with BS5950 Note Roof Covering

Roof covering with Corrugated Asbestos o

Shee Sheets ts,, 20  pitch on Class I timber framework  including 50 x 125 mm ridge plate, 75 x 100 mm wall plate, 75 x 100 mm purli rlins, 50 x 100 mm rafters at 900 mm spacing, 25 x 50 mm reepers at 1200 mm spacing, including decorative asbestos ceiling sheets fixed to sides of rafters etc. Rate shall include smoothing all exposed timber and applying one coat of primer and two coats of varnish, and apply plying ing one one coat oat of prim primeer and two two coats oats of emulsion paint to ceiling sheets and all complete as directed. P1.1. 1.1.1 1 Roof  oof 

P1.2 P1.2

Supply Supply and and instal installat lation ion of of P.V.C. P.V.C. gutt gutter er 110 110 mm square type fixed to valance board with P.V.C. brackets brackets including all the necessary accessories

2

ft

2,223,200.00

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

P1.4

2,254,478.00

Valance board width not exceeding 300 mm, 20 x 175 mm sized fixed to roof frame

P.1.4. P.1.4.1 1 Roof Roof below below

P1.5 P1.5

Ridg Ridgee cove coveri ring ng Roo Rooff belo below w

P1.6 1.6

Hip cove overin ring

L.ft

104.00

  240.00

24,960.00

L.ft

52.00

  155.00

8,060.00

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT

BILL NO - 07 T - FLOOR, WALL & CEILING FINISHES

 N-1

The rate shall include for all temporary rule rules, s, scre screed eds, s, groun rounds ds etc. etc. for for raki raking ng out out  joints of new brick work or hacking new concrete for key, internal & curved angl angles es,, join joints ts betw betwee een n diff differ eren entt surf surfac aces es arises quirks, inter sections between curved or irregular shapes  Note

 N-2

Unless otherwise measured separately rate rate shal shalll inc include lude for for rev reveals eals to ope opening ningss and skirting  Note

T1

FLOOR FINISHES

T1.2 T1.2 Floo Floorr Till Tillin ing g

Supplying and fixing 600mm x 600mm homoge homogeneo neous us ceram ceramic ic glaze glazed d floor floor tiles tiles to an appr approv oved ed patt patter ern n and and colo colour ur incl includ udin ing g 12mm thick 1:3 cement and sand screed  bed and point with colored cement to match and forming neat uniform joint  between tiles as per the specifications specifications

QTY

RATE

AMOUNT

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

Tl.2.3 Tl.2.3 At Kitchen Kitchen & Dining Dining Areas/ Areas/ Veranda Verandah h

88,660.00

ft

2

302.00

 

300.00

90,600.00

ft

2

872.00

 

320.00

279,040.00

463.00

 

120.00

55,560.00

Supplying and fixing 300mm x 300mm hom homoge ogeneou neouss cera eramic glaz lazed floo floorr tile tiless to an approved pattern and colour   including 12mm thick 1:3 cement and sand screed bed and point with colored cement to match and forming neat uniform joint between tiles as per the specifications Tl.2 Tl.2.4 .4 At Bed Bed Roo Rooms ms

T1.3 Skirtin tings

Skirtings 100 mm high with 300 x 300 mm tile tiless inclu ncludi din ng tile tile grou rout to match tch the the tile T1.3.3 T1.3.3 Ground Ground floor floor & first floor 

L.ft

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BOQ - PROPOSED HOUSE BUILDING

513,860.00

BROUGHT FORWARD

T2

WALL FI FINISHES

T2.2 T2.2 Plas Plaste teri ring ng 15m 15mm thic thick k cem cement, ent, lim lime, sand sand (1:1 (1:1:5 :5)) semi emi roug rough h with ith wood woodeen flo float on Exte Extern rnal al fac faces, bric rick, concr oncreete surfa urfacces including isolated columns in the followings T2.2.1 T2.2.1 From DPC DPC Level Level to Roof Roof Level Level

ft

2

2920.00

 

48.00

140,160.00

ft

2

3460.00

 

54.00

186,840.00

T2.3 T2.3 Plast lasteerin ring 15mm 5mm thic thick k cement sand and (1:5 (1:5)) smooth with lime putty or approved equivalent on Internal faces, on block, conc concre rete te surf surfac aces es isol isolat ated ed colu colum mns in the the followings T2.3.1 T2.3.1 From DPC DPC Level Level to Roof Roof Level Level T2.4 Supplying and fixing 200mm x 300mm homo homoge gene neou ouss glaz glazed ed cera cerami micc wall wall tile tiless to ed d lo incl includ udin in

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BOQ - PROPOSED HOUSE BUILDING

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ITEM

DESCRIPTION

UNIT

QTY

RATE

AMOUNT

BILL NO - 08 V - PAINITNG

 N-1

VI

V1.1

Rate shall include for preparation of surface clea cleani ning ng down down,, smoo smooth thin ing, g, knot knotti ting ng,, step steppi ping ng etc. tc. prot proteection tion of flo floors ors and fitt fittin ing g, rem removin oving g & repl replaacing ing door oor and wind indow, ow, furn furnit itur ure, e, and cleaning windows etc. upon completion.  Note Wall Painting

Prepare and apply one coat of filler or   approv roved equilent with two coats of weather  shie hield emuls ulsion ion paint int of appro pprov ved colou olourr and quality to external faces of walls, reveals & colum lumns (Inc (Inclu ludi ding ng isol isolaated ted colum lumns) ns) in the the followings

V1.1.1 V1.1.1 From DPC Level Level to Roof Level Level

2

ft

2920.00

 

36.00

105,120.00

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT QTY

RATE

AMOUNT

BILL NO - 09 L - DOORS AND WINDOWS

 N-1

L1

L1.1

L1.2

L1.3

L1.4

Rate shall include jambs, all necessary brass fitt fittin ings gs,, appr approv oved ed type type lock lockss and and all all othe otherr iron iron mongery and with waterbase painting From From DPC DPC Lev Level el to Firs Firstt Flo Floor or Leve Levell

Decorative Pannelled door D1, 3'-0'' x 7'-0'' sized flush panelled timber door with high louvers on top  Nr

1.00

 

38,000.00

38,000.00

 Nr

8.00

 

30,500.00

244,000.00

Galzed timber Door DW1, 6'-0'' x 7'-0'' sized with door window with louvers

Nr

6.00

 

26,000.00

156,000.00

Galzed timber Door DW2, 6'-0'' x 7'-0'' sized with door window

Nr

7.00

 

24,000.00

168,000.00

Pannelled timber door D2, 2'-9'' x 7'-0'' sized with sand blasted glass panel & louvers

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT

QTY

RATE

 Nos

4.00

16,450.00

AMOUNT

BILL NO - 10 Q - WATER SUPPLY, SANITARY FITTINGS & DRAINAGE Q1

Q1.1

From From DPC DPC Lev Level el to to Firs Firstt Floo Floorr Le Leve vell

Supply and fix white vitreous China floor  standing Wash Basin and Pedestal with overflo rflow w hole ole and sing single le tap tap hole hole in cent centeer  of ''Roce ocell' ll'' bra brand and mode odel ''Urba rban D'' or  appr approv oved ed equi equiva vale lent nt com complet pletee to work workin ing g order inclusive of the 1 1/4'' Chromium  plated waste outlet of "Rocell" brand and model odel "A70 "A706" 6" and and 1 1/4" 1/4" Chro Chrom mium ium plat plated ed siphon cleanabe bottle trap of "Rocell"  brand and model model "A186".

65,800.00

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

Q1.4

Q1.5 Q1.5

Q1.6 Q1.6

155,260.00

Supply and fix Chromium plated 1/2'' diameter Angle Valve brass fitting with Zink head of "Rocell" brand model No. A280 or approved equivalent  Nos

2.00

  1,230.00

2,460.00

Suppl Supply y and fix fix hand hand held held Chro Chromi mium um plat plated ed Bidet Spray of "American Standard" brand model No. A4700 or approved equivalent  Nos

4.00

  5,460.00

21,840.00

Suppl Supply y and fix fix Chrom Chromium ium plated plated 4 func functio tion n shower head of "American Standard" brand

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BOQ - PROPOSED HOUSE BUILDING

BROUGHT FORWARD

259,120.00

Q1.16 Allow Provisional sum for other pipes & fittings for water supply and drainage Pro. system Sum Q1.17 Supplying and fixing 2" - 1 1/4" diameter  PVC. Reducing Socket  Nos Q1.18 Supply and fix 36" x 18" stainless steel kitchen sink with single bowl & single drain of "Sealcore" by mascons or   approved equivelant with 5 year written

50,000.00

1.00

 

150.00

150.00

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BOQ - PROPOSED HOUSE BUILDING

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BOQ - PROPOSED HOUSE BUILDING

ITEM

DESCRIPTION

UNIT QT QTY

RATE

AMOUNT

BILL NO - 11 S - ELECTRICAL INSTALLATIONS

S1.1 S1.1

Allow Allow prov provisi isiona onall sum sum for for electr electricl iclee work  work 

Pro. Sum

70,000.00

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BOQ - PROPOSED HOUSE BUILDING

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BOQ - PROPOSED HOUSE BUILDING

BILL NO.

DESCRIPTION

AMOUNT (Rs.)

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wall length length 333' 1" excavation screed ground slb

1498.5 499.5 320 875

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