tugas

PROPOSED CONSTRUCTION AND COMPLETION OF PLANTING MATERIAL UNIT (PMU) INDONESIA AT TELUK SIAK ESTATE,SUMATERA,INDONESIA

BILL NO.3-PLANT AND OFFICE BLOCKROOF

Item Description Unit RatePLANT BLOCK OFFICE BLOCK

Quantity Amount Quantity Amount

A

B

C

THE FOLLOWING IN MAIN ROOF TRUSSES AT HEAT CHAMBER

(Cont’d)The following in 10 nos. mild steel Main Trusses ( Type HT-1) each approximately 3165mm span constructed of mild steel Universal Beam (UB) unless otherwise stated all welded and fabricated together and hoisting and . . .

(Cont’d)

230mm x 130mm x 8mm Thick x 62.8kg/m2

mild steel plate, welded to mild steel Short Post and including drilling 4 nos. 16mm diameter holes as per drawing no. AMEC/OTSS16/S/PB/22.

(In 10 Nos.)(Detail 2, Section 2a & 2b)

230mm x 160mm x 8mm Thick x 62.8 kg/m2 mild steel base plate welded to mild steel Short Post including drilling 4 nos. 16mm diameter holes all as per drawing no. AMEC/OTSS16/S/PB/22.

(In 10 Nos.)(Detail 2 & Section 2c)

--------------------C Purlin – YCP 1516 overall size 150mm 58mm x 1.9mm Thick x 4.51kg/m high tensile galvanized at 1200mm centres bolstered to unequal angle plate.

KG

KG

M

19

23

152

-

-

-

To Collection (RP)

SIMEDARBY-FACTORY(4)BEQS CONSULTANT SDN BHD

Bills Of QuantitiesBinalina-BQ Module




Quantity Amount Quantity AmountA

B

C

D

E

F

75mm x 75mm x 6mm Thick x 6.85kg/m Equal Angle (EA) as Fly Brace and including drilling 2 nos. 12mm diameter holes as per drawing no. AMEC/OTSS16/S/PB/27.

12mm Diameter x 1200mm length mild steel anti-sag rod, both ends treaded and fitted with double nuts and washer, including drilling through channel purlin (measured separately).

150mm x 225mm x 7mm Thick x 54.95kg/ m2 mild steel Unequal Angle to receive purlin welded rafter and including with drilling 1 no. 12mm diameter hole as per drawing no. AMEC/OTSS16/S/PB/27.

(Purlin Detail)

100mm x 70mm x 10mm Thick x 78.5kg/m2 mild steel plate as stiffener welded to mild steel rafter and including with drilling 1 no.12mm diameter hole as per drawing no. AMEC/OTSS16/S/PB/27.

(In 80 Nos.)150mm x 75mm x 10mm Thick x 78.5kg/m2 mild steel as stiffener cut to shape, welded to mild steel Unequal Angle as per drawing no. AMEC/OTSS16/S/PB/27.

(In 40 Nos.)(Purlin Detail)12mm Diameter mild steel G4.6 bolt 50mm long complete with head, nut and washer.

KG

NO

KG

KG

KG

NO

427

28

74

44

35

240

-

-

-

-

-

-

To Collection (RP)







B

C

D

E

16mm Diameter mild steel G8.8 bolt 50mm long complete with head, nut and washer.

20mm Diameter mild steel G8.8 bolt 70mm long complete with head, nut and washer.

16mm Diameter mild steel j-bolt 150mm long complete with head, nut and washer cast in concrete column.

Prepare and apply one coat of zinc chromate primaer, one undercoat and two finishing coats of gloss enamel paint of approved colour as described to surfaces of structural steel works.

Prepare and apply approved non-shrink cementitious grout to base of steel stanchion all in accordance to manufacturer’s instruction.

Overall size 230mm x 160mm and including all necessary formwork.

( End of Main Roof Trusses At Heat Chamber)

NO

NO

NO

TON

NO

40

30

40

1.81

10

-

-

-

-

-

To Collection (RP)







A

B

C

D

THE FOLLOWING IN MAIN ROOF AT OFFICE

The following in 6 No. Main Roof at Office(Truss ST1)(C-C4) each approximately 8050mm span x 2214mm rise overall constructed of mild steel Rectangular Hollow Section(RHS)unless otherwise stated all welded and fabricated together and hoisting and fixing approximately 7000mm above ground level including all welding,bolting and shop priming before fixing all as shown engineer drawing.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Top Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Top Bottom Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Vertical and Diagonal Struts.

60mm x 60mm x 4mm Thick x 6.97kg/m Square Holloe Section (SHS) as Vertical and Diagonal Struts.

KG

KG

KG

KG

-

-

-

-

1,134

725

527

822

To Collection (RP)







A

B

THE FOLLOWING IN MAIN ROOF AT OFFICE(Cont’d)

The following in 6 No. Main Roof at Office(Truss ST1)(C-C4) each approximately 8050mm span x 2214mm rise overall constructed of mild steel Rectangular Hollow Section(RHS)unless otherwise stated all . . . . .

(Cont’d)

180mm x 220mm x 8mm Thick x 62.8kg/m2 mild steel base plate welded to mild steel Rectangular Hollow Section (RHS)Bottom Chord(measure separately)and including drilling 2 nos.16mm diameter holes as per drawing no. AMEC/OTSS16/S/OFFICE/10.

(In 12 Nos.)(Detail 1 & Section 1a)

16mm Diameter mild steel G8.8 J-bolt 400mm long complete with head, nut and washer cast in concrete beam.

KG

NO

-

-

30

24

To Collection (RP)







A

B

C

D


The following in 7 No. Main Roof at Office(Truss ST1)(GRID B-A) each approximately 7975mm span x 2201mm rise overall constructed of mild steel Rectangular Hollow Section(RHS) unless otherwise stated all welded and fabricated together and hoisting and fixing approximately 7000mm above ground level including all welding,bolting and shop priming before fixing all as shown engineer drawing.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS)as Top Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS)as Bottom Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS)as Vertical and Diagonal Struts.

60mm x 60mm x 4mm Thick x 6.97kg/m Square Hollow Section(SHS)as Vertical and Diagonal Struts.

KG

KG

KG

KG

-

-

-

-

1,318

837

609

954

To Collection (RP)







A

B


The following in 7 No. Main Roof at Office(Truss ST1)(GRID B-A) each approximately 7975mm span x 2201mm rise overall constructed of mild steel Rectangular Hollow Section(RHS) unless otherwise stated all . . . . .

(Cont’d)

180mm x 220mm x 8mm Thick x 62.8kg/m2 mild steel base plate welded to mild steel Rectangular Hollow Section(RHS) Bottom Chord(measure separately) and including drilling 2 nos. 16mm diameter holes as per drawing no.AMEC/OTSS16/S/OFFICE/10.

(In 14 Nos.)(Detail 1 & Section 1a)

16mm Diameter mild steel G8.8 J-bolt 400mm long complete with head, nut and washer cast in concrete beam.

KG

NO

-

-

35

28

To Collection (RP)







A

B

C

D

THE FOLLOWING IN MAIN ROOF AT OFFICE

The following in 1 No. Main Roof at Office(Truss ST1A)(GRID C-C4) each approximately 8050mm span x 2214mm rise overall constructed of mild steel Rectangular Hollow Section(RHS)unless otherwise stated all welded and fabricated together and hoisting and fixing approximately 7000mm above ground level including all welding,bolting and shop priming before fixing all as shown engineer drawing.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Top Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Top Bottom Chord.

150mm x 100mm x 4mm Thick x 15kg/m Rectangular Hollow Section(RHS) as Vertical and Diagonal Struts.

60mm x 60mm x 4mm Thick x 6.97kg/m Square Holloe Section (SHS) as Vertical and Diagonal Struts

KG

KG

KG

KG

-

-

-

-

167

121

87

138

To Collection (RP)







A

B

C

D


The following in 1 No. Main Roof at Office(Truss ST1A)(GRID C-C4) each approximately 8050mm span x 2214mm rise overall constructed of mild steel Rectangular Hollow Section(RHS)unless otherwise stated all . . . . . .

(Cont’d)

180mm x 220mm x 8mm Thick x 62.8kg/m2 mild steel base plate welded to mild steel Rectangular Hollow Section(RHS) bottom Chord(measure separately)and including drilling 2 nos. 16mm diameter holes as per drawing no.AMEC/OTSS16/S/OFFICE/10.

(In 2 Nos.)(Detail 1 & Section 1a)16mm Diameter mild steel G8.8 J-bolt 400mm long complete with head,nut and washer cast in concrete beam. --------------90mm x 90mm x 3mm Thick x 8.16kg/m Square Hollow Section(SHS) as Tie Beam.

(Type TB)

C Purlin-YCP 1516 overall size 150mm 58mm x 1.9mm Thick x 4.51kg/m high tensile galvanized at 1200mm centres bolstered to unequal angle plate

KG

NO

KG

M

-

-

-

-

5

4

573

900

To Collection (RP)







B

C

D

E

12mm Diameter x 1200mm length mild steel anti-sag rod,both ends treaded and fitted with double nuts and washer, including drilling through channel purlin(measure separately)

150mm x 75mm x 8mm Thick x 62.80kg/m2 mild steel plate as stiffener cut to shape, welded to mild steel unequal angle(measure separately) as per drawing no. AMEC/OTSS16/S/OFFICE/10.

(In 59 Nos.)(Purlin Connection)75mm x 75mm x 8mm Thick x 9kg/m mild steel equal angle plate as wind bracing including drilling 4 nos.16mm diameter holes as per drawing no. AMEC/OTSS16/S/OFFICE/10.

(Detail 2 & Detail 3)310mm x 145mm x 8mm Thick x 62.8kg/m2 mild steel plate as cleat cut to shape, welded to mild steel Rectangular Hollow Section(RHS)Bottom Chord and including drilling 4 nos.16mm diameter holes as per drawing no. AMEC/OTSS16/S/OFFICE/10.

(In 24 Nos.)(Detail 2)120mm x 150mm 8mm Thick x 62.8kg/m2 mild steel plate as cleat cut to shape, welded to mild steel rectangular Hollow Section(RHS)Bottom Chord and including drilling 2 nos.16mm diameter holes as perdrawing no.AMEC/OTSS16/S/OFFICE/10.

(In 48 Nos.)(Detail 3)

NO

KG

M

KG

KG

-

-

-

-

-

132

52

326

68

54

To Collection (RP)







tugas

Documents

approximately

high tensile

1200mm centres

approximately

teluk siak

16mm diameter

rectangular

square holloe