Bill 2.0 Structure

8/10/2019 Bill 2.0 Structure

1/23

GMI Hotel Condominium Project

Kota Deltamas

BILL OF QUANTITIES

BILL NO. 2 : STRUCTURE WORKS


2/23


Kota Deltamas


SUB BILL NO. 2.1 : EARTH WORK

Code Description Quantity Unit Rate Rupiahs

EARTH WORK (ALL PROVISIONAL)

(a) The unit rates include for excavation in any ground

condition encountered. It is the responsibility of the

tenderer to visit the site and judge for himself the

nature of the material to be excavated.

(b) For the purposes of the measurement of quantities

in this Bill of Quantities it is assumed one cubic metre

of material excavated forms one cubic metre of

compacted fill. No allowance is made for bulking or

shrinkage. Any allowance for bulking or shrinkage

which the tenderer feels is necessary based on hisexperience and on his examination of the material to

be excavated at the site shall be made in the unit rates

on the tenderer's sole responsibility.

(c) For the purposes of the measurement of this Bill of

Quantities it is assumed the cut material is used in

filling to make up levels. However, the actual method

of construction is entirely at the discretion of the

contractor, (Whichever construction method is chosen,

the unit rates are deemed to include for all costs

incurred)

General

A Survey & setting out 1 ls

B Clearing & grubbing 7,661 m2

C Topsoil stripping 7,661 m2

Excavation

D Excavation to form building platform 11,662 m3

Soil disposal and backfilling

E Filling using excavated material and including

compaction in layers to trenches

1,048 m3

F Remove surplus excavated material from site 10,614 M3

SUB BILL NO. 2.1 : EARTH WORK To Summary Bill 2.0 Rp.

Bill 2 page 1


3/23


Kota Deltamas


SUB BILL NO. 2.2 : PILING


PILING WORKS

A Supply precast concrete piles for foundation

Precast concrete piles 400 mm, L = 21m (12+9) 966 LM

Precast concrete piles 500 m, L = 21m (12+9) 6,216 LM

B Driving precast concrete piles for foundation

Precast concrete piles 400 mm, L = 21m (12+9) 966 LM

Precast concrete piles 500 m, L = 21m (12+9) 6,216 LM

C Joint splices including welding to pile 400 mm

To piles 400 mm 46 NosTo piles 500 mm 296 Nos

D Dolly (provisional)

Pile 400 mm, max 2m length Nos Rate only

Pile 500 mm, max 2m length Nos Rate only

F Cut off precast spun pile heads including integration of

reinforcement into pilecaps, including cutting, bending

rebar, filling top of pile and cleaning, and disposal off

site

To piles 400 mm 46 Nos

To piles 500 mm 296 Nos

G Pile testing

PDA Test to pile 400 mm 1 NosPDA Test to pile 500 mm 3 Nos

H Mobilization and demobilization 1 LS

SUB BILL NO. 2.2 : PILING To Summary Bill 2.0 Rp.

Bill 2 page 2


4/23


Kota Deltamas


SUB BILL NO. 2.3 : BASEMENT


Excavation

Note: The quantities given are the net volume,

allowance for additional excavation and backfilling to

provide working space shall be included in the unit

rates

A Excavation for basement commencing from existing

ground level

include Bill 2.1

B Ditto for basement slab include Bill 2.1

C Ditto for pile caps 465 m3

D Ditto for tie beams 402 m3


E Remove surplus excavated material from site 867 m3

F Backfilling including compaction in layers to trenches m3 Not Used

Compacted sand bed

G 100mm Thick compacted sand layer under basement

slab

4,848 m2

H Ditto for pile caps m2 include basement slab

I Ditto for tie beams m2 include basement slab

Lean concrete

J 50mm Thick blinding layer under basement slab 4,848 m2

K Ditto for pile caps m2 include basement slab

L Ditto for tie beams m2 include basement slab

Dewatering

M Allow for keeping the excavations free from water by

pumping or other means until such time as the

basement structure is complete

1 ls

To Collection Rp.

Bill 2 page 3


5/23


Kota Deltamas




Termite treatment as specified

A Apply anti termite to excavated surface area 1 ls

Vibrated reinforced concrete K-350

B Pile caps 394 m3

C Tie beams 181 m3

D Basement slab 1,071 m3

E Basement wall (RW) 253 m3

F Pit lift 21 m3

G Suspended ramp slab 16 m3

H Suspended ramp beam 5 m3

I Suspended basement roof slab (ground slab) 566 m3

J Suspended basement roof beams (ground floor

beams)

300 m3

K Columns (from basement to ground floor) 122 m3

To Collection Rp.

Bill 2 page 4


6/23


Kota Deltamas




Bar reinforcement; deformed high tensile BJTD-40,including bending, cutting to length and supplying and

installing all tying wire, accessories and consumable

A General reinforcing bars in pile caps; 22mm diameter 8,748 kg

B Ditto; 19mm diameter 34,666 kg

C Ditto; 16mm diameter 3,551 kg

D Ditto; 13mm diameter 3,345 kg

E General reinforcing bars in tie beams; 22mm diameter 20,651 kg

F Ditto; 19mm diameter 7,292 kg

G Ditto; 13mm diameter 2,294 kg

H Stirrups in tie beams 10 mm diameter 7,710 kg

I General reinforcing bars in basement slabs; 12mm

diameter

106,214 kg

J Ditto; 10mm diameter 23,554 kg

K General reinforcing bars in basement walls; 13mm

diameter

14,555 kg

L Ditto; 10mm diameter 26,055 kg

M General reinforcing bars in pit lift; 13mm diameter 2,696 kg

N General reinforcing bars in ramp slabs; 10mm

diameter

1,234 kg

O General reinforcing bars in ramp beams; 19mm

diameter

791 kg

P Stirrups in ramp beams 10 mm diameter 231 kg

To Collection Rp.

Bill 2 page 5


7/23


Kota Deltamas




Bar reinforcement; deformed high tensile BJTD-40,including bending, cutting to length and supplying and


(Cont'd)

A General reinforcing bars in suspended basement roof

slabs (ground floor slab); 10mm diameter

49,848 kg

B General reinforcing bars in suspended basement roof

beams (ground floor beam); 22mm diameter

28,234 kg

C Ditto; 19mm diameter 10,630 kg

D Ditto; 16mm diameter 1,764 kg

E Ditto; 13mm diameter 4 kg

F Stirrups in suspended basement roof beams (ground

floor beam); 13 mm diameter 25 kg

G Ditto; 10mm diameter 19,286 kg

H General reinforcing bars in columns; 25mm diameter 4,622 kg

I Ditto; 22mm diameter 30,098 kg

J Ditto; 19mm diameter 2,474 kg

K Stirrups and ties in columns 13 mm diameter 3,044 kg

L Ditto; 10mm diameter 11,462 kg

To Collection Rp.

Bill 2 page 6


8/23


9/23


Kota Deltamas




COLLECTION

Page 3 Rp.

Page 4 Rp.

Page 5 Rp.

Page 6 Rp.

Page 7 Rp.

SUB BILL NO. 2.3 : BASEMENT To Summary Bill 2.0 Rp.

Bill 2 page 8


10/23


Kota Deltamas


SUB BILL NO. 2.4 : HOTEL



A Column 414 m3 -

B Suspended beam 840 m3 -

C Suspended slab 1,375 m3 -

D Suspended swimming pool slab (2nd floor) 26 m3 -

E Suspended swimming pool wall (2nd floor) 19 m3 -

F Suspended hot water bath slab (2nd floor) 3 m3 -

G Suspended hot water bath wall (2nd floor) 2 m3 -

H Suspended lift separator beam (BL) 15 m3 -

Bar reinforcement; deformed high tensile BJTD-40,

including bending, cutting to length and supplying and


I General reinforcing bars in columns; 25mm diameter 5,547 kg -

J Ditto; 22mm diameter 71,679 kg -

K Ditto; 19mm diameter 10,750 kg -

L Stirrups and ties in columns 13 mm diameter 1,881 kg -

M Ditto; 10mm diameter 43,936 kg -

N General reinforcing bars in suspended beams; 22mm

diameter

44,713 kg -

O Ditto; 19mm diameter 70,504 kg -

P Ditto; 16mm diameter 42 kg -

QDitto; 13mm diameter 2,812 kg -

R Stirrups and ties in suspended beams 13 mm diameter3,513 kg

-

S Ditto; 10mm diameter 58,013 kg -

To Collection Rp.

Bill 2 page 9


11/23


Kota Deltamas







(cont'd)

A General reinforcing bars in suspended slabs; 10mm

diameter

126,543 kg -

B General reinforcing bars in swimming pool slabs;

13mm diameter

3,364 kg

C General reinforcing bars in swimming pool walls;

13mm diameter

1,406 kg

D Ditto; 10mm diameter 571 kg -

E General reinforcing bars in hot water bath slabs;

10mm diameter

280 kg

F General reinforcing bars in hot water bath walls; 10mm

diameter

295 kg

G General reinforcing bars in lift separator beams; 19mm

diameter

3,427 kg -

H Stirrups and ties in lift separator beams 10 mm

diameter

820 kg -

Formwork

I To sides of columns 3,063 m2 -

J To sides of supended beams 5,512 m2 -

K To soffit of supended slabs 11,187 m2 -

L To edges of suspended slab 120~150mm high 2,287 m -

M To soffit of swimming pool supended slabs 128 m2 -

N

To sides of swimming pool walls 149 m2-

To Collection Rp.

Bill 2 page 10


12/23


Kota Deltamas




Formwork (cont;d)

A To soffit of hot water bath supended slabs 18 m2

B To sides of hot water bath walls 27 m2

C To sides and soffit of lift separator beams 202 m2 -

Supply and install approved waterproofing system in

accordance with the manufactures instructions as

specified

D To swimming pool slab 128 m2 -

E To swimming pool wall 75 m2 -

F To hot water bath slab 18 m2 -

G To hot water bath wall 14 m2 -

30 mm thick protective cement and sand (1:5) screed

laid to falls over waterproof membrane as specified

H To swimming pool slab 128 m2 -

I To swimming pool wall 75 m2 -

J To hot water bath slab 18 m2 -

K To hot water bath wall 14 m2 -

Waterstop

L Water stop to swimming pool dan hot water bath 71 m -

To Collection Rp.

Bill 2 page 11


13/23


Kota Deltamas




COLLECTION

Page 9 Rp.

Page 10 Rp.

Page 11 Rp.

SUB BILL NO. 2.4 : HOTEL To Summary Bill 2.0 Rp.

Bill 2 page 12


14/23


Kota Deltamas


SUB BILL NO. 2.5 : APARTMENT



A Column 261 m3 -

B Suspended beam 554 m3 -

C Suspended slab 1,016 m3 -

D Suspended lift separator beam (BL) 14 m3 -




E General reinforcing bars in columns; 22mm diameter 51,525 kg -

F Ditto; 19mm diameter 4,012 kg -

G Ditto; 13mm diameter 121 kg -

H Stirrups and ties in columns 10 mm diameter 29,112 kg -

I General reinforcing bars in suspended beams; 22mm

diameter

73,162 kg -

J Ditto; 19mm diameter 12,997 kg -

K Ditto; 16mm diameter 597 kg -

L Ditto; 13mm diameter 1,143 kg -

M Stirrups and ties in suspended beams 13 mm diameter 1,592 kg -

N Ditto; 10mm diameter 39,562 kg -

O General reinforcing bars in suspended slabs; 10mm

diameter

93,412 kg -

P

General reinforcing bars in lift separator beams; 19mmdiameter 2,926 kg-

Q Stirrups and ties in lift separator beams 10 mm

diameter

726 kg -

To Collection Rp. 0

Bill 2 page 13


15/23


Kota Deltamas




Formwork

A To sides of columns 1,896 m2 -

B To sides of supended beams 3,730 m2 -

C To soffit of supended slabs 8,454 m2 -

D To edges of suspended slab 120~150mm high 1,187 m -

E To sides and soffit of lift separator beams 176 m2 -

To Collection Rp. 0

Bill 2 page 14


16/23


Kota Deltamas




COLLECTION

Page 13 Rp. 0

Page 14 Rp. 0

SUB BILL NO. 2.5 : APARTMENT -To Summary Bill 2.0 Rp.

Bill 2 page 15


17/23


Kota Deltamas


SUB BILL NO. 2.6 : STAIRS


Vibrated reinforced concrete K.350

A Staircase and landing slabs 42 M3 -

B Stair beam 3 M3 -

Formworks

C Soffit of landing 84 M2 -

D Sloping soffit of staircases 129 M2 -

E Raking sides of stair over 300 mm but not exceeding

350 mm high including cutting to profile of treads andrisers

215 LM -

F To riser over 150 mm but not exceeding 200 mm high 432 LM -

G Side and soffit stair beam 41 M2

Reinforcement Works

H General reinforcing bars in staircase and landing;

13mm diameter

26,829 KG -

I General reinforcing bars in staircase and landing;

10mm diameter

1,772 KG -

J General reinforcing bars in stair beam; 16mm diameter 631 KG -

K Stirrups in stair beam; 10mm diameter 166 KG -

SUB BILL NO. 2.6 : STAIRS -To Summary Bill 2.0 Rp.

Bill 2 page 16


18/23


Kota Deltamas


SUB BILL NO. 2.7 : GROUND WATER TANK AND PONDS


2.7.1 GROUND WATER TANK

Excavation

Note: The quantities given are the net volume, allowance for

additional excavation and backfilling to provide working space shall

be included in the unit rates

A Excavation commencing from existing level 340 M3 -


B Remove surplus excavated material from site 340 M3 -

Compacted sand bed

C 100mm Thick compacted sand layer under slab 100 m2 -

Lean Concrete

D 50mm thk lean concrete under slab 100 M2 -

Vibrated reinforced concrete K.350

E Ground slab 25 M3 -

F Wall 79 M3 -

G Suspended slab 16 M3 -

H Suspended Beam 0.3 M3 -

Formworks

I Edges of ground slab 250mm high 85 LM -

J Sides of wall 788 M2 -

K Soffit of suspended slab 106 M2 -

L Edges of suspended slab 150mm high 95 LM -

M Sides of suspended beam 4 M2 -

To Collection Rp. -

Bill 2 page 17


19/23


Kota Deltamas




2.7.1 GROUND WATER TANK (CONT'D)

Reinforcement Works

A General reinforcing bars in ground slab, 13 mm

diameter

2,504 KG -

B General reinforcing bars in wall, 13 mm diameter 8,523 KG -

C Ditto; 10mm diameter 1,906 KG -

D General reinforcing bars in suspended slab, 10 mm

diameter

2,731 KG -

E Ditto; 10mm diameter 1,963 KG -

F General reinforcing bars in beam, 16 mm diameter 51 KG -

G Stirrups and links in beam, 10 mm diameter 25 KG -



specified

H To GWT slab 206 m2 -

I To GWT wall 426 m2 -



J To GWT slab 206 m2 -

K To GWT wall 426 m2 -

Waterstop

L Water stop 95 m -

To Collection Rp. -

Bill 2 page 18


20/23


Kota Deltamas




COLLECTION

Page 15 Rp. -

Page 16 Rp. -

2.7.1 GROUND WATER TANK To Summary Bill 2.7 Rp. -

Bill 2 page 19


21/23


Kota Deltamas




-2.7.2 POND


A Suspended pond slab (ground floor) 26 m3 -

B Suspended pond wall (ground floor) 5 m3 -




C General reinforcing bars in pond slabs; 10mmdiameter

2,184 kg -

D General reinforcing bars in pond walls; 13mm diameter 409 kg -

E Ditto; 10mm diameter 285 kg -

Formwork

F To soffit of pond supended slabs 168 m2 -

G To sides of pond walls 62 m2 -



specified

H To pond slab 168 m2 -

I To pond wall 31 m2 -



J To pond slab 168 m2 -

K To pond wall 31 m2 -

2.7.2 POND To Summary Bill 2.7 Rp. -

Bill 2 page 20


22/23


Kota Deltamas




SUMMARY

2.7.1 GROUND WATER TANK Rp. -

2.7.2 POND Rp. -

SUB BILL NO. 2.7 : GROUND WATER TANK AND PONDS -To Summary Bill 2.0 Rp.

Bill 2 page 21


23/23


Kota Deltamas


SUMMARY

(Rp)

SUMMARY

SUB BILL NO. 2.1 : EARTH WORK Rp.

SUB BILL NO. 2.2 : PILING Rp.

SUB BILL NO. 2.3 : BASEMENT Rp.

SUB BILL NO. 2.4 : HOTEL Rp.

SUB BILL NO. 2.5 : APARTMENT Rp.

SUB BILL NO. 2.6 : STAIRS Rp.

SUB BILL NO. 2.7 : GROUND WATER TANK AND

PONDS

Rp.

BILL NO. 2 : STRUCTURE WORKS To Final Summary

TotalCode Description

Documents

Bill 2.0 Structure