Formwork.2 BOQ

2
CONCRETE WORK Main Building item Description Qty Unit Rate Amount BD BD Corbel A generally 5 m3 Formwork as described Soffits of suspended slab B vertical 1,681 m2 C horizontal 43,710 m2 Sides of columns 0 vertical 7,196 m2 E vertical; curved on plan 1,857 m2 Sides of column head F generally 541 m2 Sides and soffits of beams G generally 9,550 m2 Sides of walls H vertical 9,432 m2 Risers of staircase J vertical 128 m 2 Sides of staircase K vertical 39 m2 Soffits of staircases L generally 251 m2 Soffits of landing M horizontal 314 m2 Sides and soffits of lintels N generally 75 m2 Sides and soffits of upstand p generally 4,036 m 2 Sides of plinth Q vertical 143 m2 To COlliction BD BWS/1430/0ncology Centre-BOF 6/11

Transcript of Formwork.2 BOQ

Page 1: Formwork.2 BOQ

CONCRETE WORK Main Building

item Description Qty Unit Rate Amount BD BD

Corbel

A generally 5 m3

Formwork as described

Soffits of suspended slab

B vertical 1,681 m2

C horizontal 43,710 m2

Sides of columns

0 vertical 7,196 m2

E vertical; curved on plan 1,857 m2

Sides of column head

F generally 541 m2

Sides and soffits of beams

G generally 9,550 m2

Sides of walls

H vertical 9,432 m2

Risers of staircase

J vertical 128 m2

Sides of staircase

K vertical 39 m2

Soffits of staircases

L generally 251 m2

Soffits of landing

M horizontal 314 m2

Sides and soffits of lintels

N generally 75 m2

Sides and soffits of upstand

p generally 4,036 m2

Sides of plinth

Q vertical 143 m2

To COlliction BD

BWS/1430/0ncology Centre-BOF 6/11

r2ahmed
Highlight
Page 2: Formwork.2 BOQ

CONCRETE WORK Main Building

Item Description Qty Unit Rate Amount BD BD

Formwork as described (Cont'd)

Sides and soffits of corbel

A generally 57 m'

Exgansion joint comglete with sealant and comgressible filler as described: ref. drawing ST -408 & 409 rev. 1

Expansion joint

B 50 mm thick x 300 mm high 452 m

C 50 mm thick x 400 mm high 63 m

D 50 mm thick x 600 mm high 63 m

E 50 mm thick x 750 mm high 56 m

F 50 mm thick x 800 mm high 107 m

G 50 mm thick x 1100 mm high 29 m

PRECAST CONCRETE

Precast grestressed concrete hollow core [llanks with fair face soffit as described laid between concrete beams; ref. drawing No. ST-409 section 92

Horizontal

H 200 mm thick; ref. type PCS2 231 m'

J 320 mm thick; ref. type PCS4 425 m'

Comgosite slab with 0.9 mm thick hot dig zinc coated grofiled metal deck including concrete and mesh reinforcement, filled in to formwork as described and shown on drawing ST-700

Floor slab

K 150 mm thick 420 m'

Contractor designed grecast concrete [lanel cladding with aggroved surface finish fixed on concrete frame including contractor designed connections, insulation, fixing goints, reinforcement, all fixed in gosition including testing all as described and detailed on the drawings

L Allow for providing Mock-up as described Item

To COlliction BD

BWS/1430/0ncology Centre-BDF 6(12

r2ahmed
Highlight