2. Time Schedule Project Drainage Work
No Quantity Unit
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
1.
U-ditch 80mm x100mm 1074,69 m'
1. Soil excavation 1,46 1570,00 m3
2. Soil compaction 1,14 1226,00 m2
3. Sand bedding (70 mm) and lean
concrete (50 mm) layer work
0,08 86,00 m3
4. U - Ditch 80 X 100 cm 1 1075,00 m'
5. Landfill for u-ditch side 0,26 280,00 m3
6. Soil waste removal 1,2 1290,00 m3
U-ditch 100mm x120mm 509,88 m'
1. Soil excavation 2,04 1041,00 m3
2. Soil compaction 1,16 592,00 m2
3. Sand bedding (70 mm) and lean
concrete (50 mm) layer work
0,08 41,00 m3
4. U - Ditch 100 X 120 cm 1 510,00 m'
5. Landfill for u-ditch side 0,3 153,00 m3
6. Soil waste removal 1,74 888,00 m3
2.
A. U-ditch Cover 80
1. U-Ditch cover light duty 80 (Long : 60 cm) 947,00 m'
B. U-ditch Cover 100
1. U-Ditch cover light duty 100 (Long : 60 cm) 453,00 m
3.
30,23 m'
1. Soil excavation 1,96 60,00 m3
2. Soil compaction 1,45 44,00 m2
3. Sand bedding (70 mm) and lean
concrete (50 mm) layer work
0,1 4,00 m3
4. Box culvert 100 X 100 cm 1 31,00 m'
5. Landfill for box culvert side work 0,27 9,00 m3
6. Soil waste removal 1,69 52,00 m3
Supply and installation of Box Culvert 100x100 (BC-01 & BC-02)
complete with neccessary sand bedding and jointing as specified
Bulan 5 Bulan 6
Note : Lumpsum quantity. Contractor to verify and confirm on site
the soil elevation as specified in the drawings. Any difference
from actual site condition shall be deemed included in the price.
Supply and installation of U-ditch complete with neccessary sand
bedding and jointing as specified
Supply and installation of U-ditch Cover complete with
neccessary jointing as specified
Description Bulan 1 Bulan 2 Bulan 3 Bulan 4
3. Time Schedule Project Drainage Work
No Quantity Unit
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
4.
Pipe Culvert D100
7,46 m'
1. Soil excavation 1,67 13,00 m3
2. Soil compaction 1,36 11,00 m2
3. Sand bedding (70 mm) and lean concrete
(50 mm) layer work
0,1 1,00 m3
4. Pipe culvert 100 cm 1 8,00 m'
5. Landfill for box culvert side work 0,55 5,00 m3
6. Soil waste removal 1,12 9,00 m3
Pipe Culvert D120 10,36 m'
1. Soil excavation 2,29 24,00 m3
2. Soil compaction 1,58 17,00 m2
3. Sand bedding (70 mm) and lean concrete
(50 mm) layer work
0,11 2,00 m3
4. Pipe culvert 120 cm 1 11,00 m'
5. Landfill for box culvert side 0,72 8,00 m3
6. Soil waste removal 1,57 17,00 m3
Pipe Culvert 80 (Under Bridge 1 & 2) 85,62 m'
1. Soil excavation 1,19 102,00 m3
2. Soil compaction 1,16 100,00 m2
3. Sand bedding layer work (7cm) 0,08 7,00 m3
4. Pipe culvert 120 cm 1 86,00 m'
5. Landfill for box culvert side 0,41 36,00 m3
6. Soil waste excavate 0,78 67,00 m3
5.
Cover Manhole 1.2x1.2 m (cast in situ) - U 80 107 unit
1. Cover Manhole 588x600 mm (cast iron) 1 107,00 no
2. Concrete 0,23 25,00 m3
3. Rebar 23,76 2543,00 kg
4. Formwork 3,49 374,00 m2
Cover Manhole 1.2x1.2 m (cast in situ) - U 100 48 unit
1. Cover Manhole 588x600 mm (cast iron) 1 48,00 no
2. Concrete 0,23 12,00 m3
3. Rebar 23,76 1141,00 kg
4. Formwork 3,49 168,00 m2
6.
16 unit
1. Soil excavation 5,19 84,00 m3
2. Soil compaction 1,96 32,00 m2
3. Sand bedding (70 mm) and lean concrete
(50 mm) layer work
0,14 3,00 m3
4. Landfill for IC (Box Control) side work 1,37 22,00 m3
5. Soil waste removal 3,82 62,00 m3
6. Cover Manhole 588x600 mm (cast iron) 1,00 16,00 unit
7. Concrete 2,52 41,00 m3
8. Rebar Work 321,18 5139,00 kg
9. Formwork 23,17 371,00 m2
Supply and installation of Pipe Culvert complete with neccessary
sand bedding and jointing as specified
Supply and installation of Cover manhole complete with
neccessary jointing as specified
IC (Box Control) 1.2x1.2 m - Cast In Situ complete with neccessary
Bulan 5 Bulan 6
Description Bulan 1 Bulan 2 Bulan 3 Bulan 4
4. Time Schedule Project Drainage Work
No Quantity Unit Bobot
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
7.
Box Culvert 350x150 Work (For Connection to Big Lake) 44,72 m'
1. Soil excavation 8,9 399,00 m3
2. Soil compaction 4,1 184,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,29 13,00 m3
4. Box Culvert 350 X 150 cm 1 45,00 m'
5. Landfill for Box Culvert side work 0,44 20,00 m3
6. Soil waste removal 8,46 379,00 m3
Box Culvert 150x150 (crossing under joging track) 12,86 m'
1. Soil excavation 4,14 54,00 m3
2. Soil compaction 2,1 28,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,15 2,00 m3
4. Box Culvert 150 X 150 cm 1 13,00 m'
5. Landfill for Box Culvert side work 0,4 6,00 m3
6. Soil waste removal 3,74 49,00 m3
Box Culvert 120x120 (cable duct crossing road) 13 m'
1. Soil excavation 3,01 40,00 m3
2. Soil compaction 1,8 24,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,13 2,00 m3
4. Box Culvert 120 X 120 cm 1 13,00 m'
5. Landfill for Box Culvert side work 0,34 5,00 m3
6. Soil waste removal 2,67 35,00 m3
8.
IC 2 unit
1. Soil excavation 16,67 34,00 m3
2. Soil compaction 6,29 13,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,44 1,00 m3
4. Landfill for IC (Box Control) side work 2,76 6,00 m3
5. Soil waste removal 13,91 28,00 m3
6. Cover Manhole 588x600 mm (cast iron) 1,00 2,00 unit
7. Concrete 6,23 13,00 m3
8. Rebar Work 784,71 1570,00 kg
9. Formwork 50,90 102,00 m2
2 unit
1. Soil excavation 5,19 11,00 m3
2. Soil compaction 1,96 4,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,14 1,00 m3
4. Landfill for IC (Box Control) side work 1,37 3,00 m3
5. Soil waste removal 3,82 8,00 m3
6. Cover Manhole 588x600 mm (cast iron) 1,00 2,00 unit
7. Concrete 2,52 6,00 m3
8. Rebar Work 321,18 643,00 kg
9. Formwork 23,17 47,00 m2
3 unit
1. Soil excavation 5,19 16,00 m3
2. Soil compaction 1,96 6,00 m2
3. Sand bedding (70 mm) and lean concrete (50 mm)
layer work
0,14 1,00 m3
4. Landfill for IC (Box Control) side work 1,37 5,00 m3
5. Soil waste removal 3,82 12,00 m3
6. Cover Manhole 588x600 mm (cast iron) 1,00 3,00 unit
7. Concrete 2,52 8,00 m3
8. Rebar Work 321,18 964,00 kg
9. Formwork 23,17 70,00 m2
10.
2181,00 m2
Supply and installation of Box Culverts complete with neccessary sand
bedding and jointing as specified
IC (Box Control) 1.2x1.2 m - Cast In Situ (for box culvert
crossing under joging track)
IC (Box Control) 1.2x1.2 m - Cast In Situ (for cable duct
crossing road)
Clearing site vegetation, loose rubbish and debris, and
filling to make-up levels to the landscaping area to
formation design levels.
Supply and installation of IC (Box Control) ….x.... m - Cast In Situ complete with
neccessary sand bedding and jointing as specified
Bulan 5 Bulan 6
Description Bulan 1 Bulan 2 Bulan 3 Bulan 4
5. Time Schedule Canal Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
I. Soil Work
4.937,00 m3
b. Landcut in bulk from existing level till elevation grading plan
7.148,00 m3
6.048,00 m3
Soil fill to existing river become road 1 & road 4 area
1.072,00 m3
4.909,00 m3
II. River Stone Work
a. River Stone Work, including ement and sand (1:3) mortar as specified
1.234,00 m3
III. Tie Beam (TB 01) Work
a. Vibrated reinforced concrete grade K-350 34,00 m3
b. General reinforcing bars 4.756,00 kg
c. Formwork 338,00 m2
IV. Tie Beam (TB 02) Work
a. Vibrated reinforced concrete grade K-350 87,00 m3
b. General reinforcing bars 9.442,00 kg
c. Formwork 862,00 m2
V. Tie Beam (TB 03) Work
a. Vibrated reinforced concrete grade K-350 156,00 m3
b. General reinforcing bars 15.932,00 kg
c. Formwork 1.197,00 m2
VI. Pilecap (PC 01) Work
a. Vibrated reinforced concrete grade K-350 192,00 m3
b. General reinforcing bars 23.045,00 kg
c. Formwork 767,00 m2
VII. Doken Wood Work
a. Supply and instal dolken wood dia. 80 cm L=5m 19.152,00 pcs
VIII. Geotextile Work
2.277,00 m2
IX. Sand Bedding Work & Lean Concrete
910,00 m2
X. River Border Tidying Work
4.522,00 m2
XI. Joging Track
980,00 m2
XII. Footpath
784,00 m2
a. River Border Tidying Work, to the landscaping area
a. Supply and install Paving block, …. colours hexagon
type size 200x200mm, jointed and pointed as specified
a. Supply and install Paving block, …. colours brick
type size 210x105x60mm, jointed and pointed as
TOTAL - SUB-BILL NO. 2.8 - RIVER / CANAL WORKS
No Description
c. Landfill with selected excavated material as
specified, from existing level till elevation grading plan
d. Landfill with selected excavated material as
specified, from existing level till elevation grading plan
e. Supply of soil materials from quarries
a. Supply and install geotextile non woven, complete
a. Sand blinding layer, 100mm thk; & lean concrete,
50mm thk; under concrete works
Bulan 5 Bulan 6
Note : Lumpsum quantity. Contractor to verify and
confirm on site the soil elevation as specified in the
drawings. Any difference from actual site condition
a. Landfill with selected excavated material as
Soil fill to beside river slooping 45˚ + under foothpath
& joging track
Quantity Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4
6. Time Schedule Road Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
A ROAD 6 (INTERSECTION)
1 SOIL WORK
Land fill 572,00 m3
Road preparation 820,00 m2
2 ROAD WORK
Fine aggregate base course 83,00 m3
Cement Concrete Pavement with Reinforcement
Concrete 91,00 m3
Rebar 8.526,70 kg
Formwork 26,00 m2
Cansteen / Curb 108,00 m
3 UPPER LAYER WORK
Cobble Stone Work 547,00 m2
B ROAD 1 (WIDTH 11M)
1 SOIL WORK
Soil excavation - m3
Land fill from outler site 2.121,00 m3
2 ROAD WORK
Base layer on coarse aggregate 396,00 m3
Fine aggregate base course 396,00 m3
Cansteen / Curb 405,00 m
3 ASPHALT PAVEMENT WORK
Layer of absorbent binder 764,00 ltr
Adhesive layer 1.527,00 ltr
Asphatl (AC) 115,00 m3
C ROAD 2,3,4 (WIDTH 7M)
1 SOIL WORK
Soil excavation 166,00 m3
Land fill from outler site 3.861,00 m3
2 ROAD WORK
Base layer on coarse aggregate 1.178,00 m3
Fine aggregate base course 1.178,00 m3
Cansteen / Curb 1.471,00 m
3 ASPHALT PAVEMENT WORK
Layer of absorbent binder 2.636,00 ltr
Adhesive layer 5.272,00 ltr
Asphatl (AC) 396,00 m3
Bulan 5 Bulan 6
Note : Lumpsum quantity. Contractor to verify and
confirm on site the soil elevation as specified in the
drawings. Any difference from actual site condition
TOTAL - SUB-BILL NO. 2.9 -ROAD WORKS
No Quantity Unit
Description
Bulan 1 Bulan 2 Bulan 3 Bulan 4
7. Time Schedule Bridge Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
I. Piling Work
a
Bridge 1 540,00 m
Bridge 2 360,00 m
b
Bridge 1 540,00 m
Bridge 2 360,00 m
c
Bridge 1 36,00 no
Bridge 2 24,00 no
d PDA Test 3,00 no
e 1,00 no
f 1,00 no
II. Soil Work
Bridge 1
69,00 m3
26,00 m3
43,00 m3
Bridge 2
23,00 m3
9,00 m3
14,00 m3
III.
Bridge 1
a. Concrete work + Integral 4,00 m3
b. Rebar 824,00 kg
c. Formwork 18,00 m2
d. Sand bedding 5 cm 0,27 m3
e. Lean concrete 5 cm 0,27 m3
Bridge 2
a. Concrete work + Integral 1,00 m3
b. Rebar 278,00 kg
c. Formwork 6,00 m2
d. Sand bedding 5 cm 0,09 m3
e. Lean concrete 5 cm 0,09 m3
No Quantity
Description
c. Waste soil volume - from excavated soil
a. Excavation commencing of existing level for pile
b. Backfill to increase level with excavated material for
pile caps & tie beam
c. Waste soil volume - from excavated soil
Pile Cap (PC1) Work (Beton f'c 30 MPa, Besi,
Bekisting) + Integral
Provision of all necessary labours, plants piling and
drilling, transportation to site including handling,
assembling, erectiing, dismantling and removal on
completion for the execution of Pile testing including
Static Loading Test (Rate only )
Lateral Test (Rate only )
a. Excavation commencing of existing level for pile
b. Backfill to increase level with excavated material for
pile caps & tie beam
Bulan 6
Note : Lumpsum quantity. Contractor to verify and
confirm on site the soil elevation as specified in the
drawings. Any difference from actual site condition
Supply and deliver to site solid precast Fc' 25 Mpa
concrete piles 300x300 mm (L = 15m)
Pitch, Handle, and Drive precast concrete piles
300x300 mm (L = 15m)
Splicing including splicing plates, welding joints and
all necessary accessories on site welding piles
300x300 mm
Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4 Bulan 5
8. Time Schedule Bridge Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
I. Piling Work
a
Bridge 1 540,00 m
Bridge 2 360,00 m
b
Bridge 1 540,00 m
Bridge 2 360,00 m
c
Bridge 1 36,00 no
Bridge 2 24,00 no
d PDA Test 3,00 no
e 1,00 no
f 1,00 no
II. Soil Work
Bridge 1
69,00 m3
26,00 m3
43,00 m3
Bridge 2
23,00 m3
9,00 m3
14,00 m3
III.
Bridge 1
a. Concrete work + Integral 4,00 m3
b. Rebar 824,00 kg
c. Formwork 18,00 m2
d. Sand bedding 5 cm 0,27 m3
e. Lean concrete 5 cm 0,27 m3
Bridge 2
a. Concrete work + Integral 1,00 m3
b. Rebar 278,00 kg
c. Formwork 6,00 m2
d. Sand bedding 5 cm 0,09 m3
e. Lean concrete 5 cm 0,09 m3
No Quantity
Description
c. Waste soil volume - from excavated soil
a. Excavation commencing of existing level for pile
b. Backfill to increase level with excavated material for
pile caps & tie beam
c. Waste soil volume - from excavated soil
Pile Cap (PC1) Work (Beton f'c 30 MPa, Besi,
Bekisting) + Integral
Provision of all necessary labours, plants piling and
drilling, transportation to site including handling,
assembling, erectiing, dismantling and removal on
completion for the execution of Pile testing including
Static Loading Test (Rate only )
Lateral Test (Rate only )
a. Excavation commencing of existing level for pile
b. Backfill to increase level with excavated material for
pile caps & tie beam
Bulan 6
Note : Lumpsum quantity. Contractor to verify and
confirm on site the soil elevation as specified in the
drawings. Any difference from actual site condition
Supply and deliver to site solid precast Fc' 25 Mpa
concrete piles 300x300 mm (L = 15m)
Pitch, Handle, and Drive precast concrete piles
300x300 mm (L = 15m)
Splicing including splicing plates, welding joints and
all necessary accessories on site welding piles
300x300 mm
Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4 Bulan 5
9. Time Schedule Bridge Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
IV.
Bridge 1
a. Concrete work + Integral 8,00 m3
b. Rebar 1.343,00 kg
c. Formwork 24,00 m2
d. Sand bedding 5 cm 0,55 m3
e. Lean concrete 5 cm 0,55 m3
Bridge 2
a. Concrete work + Integral 3,00 m3
b. Rebar 453,00 kg
c. Formwork 8,00 m2
d. Sand bedding 5 cm 0,19 m3
e. Lean concrete 5 cm 0,19 m3
V. Tie Beam (TB1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 19,00 m3
b. Rebar 4.709,00 kg
c. Formwork 66,00 m2
Bridge 2
a. Concrete work 6,00 m3
b. Rebar 1.589,00 kg
c. Formwork 22,00 m2
VI. Column (C1) (Beton f'c 30 MPa, Besi, Bekisting) + Integral
Bridge 1
a. Concrete work + Integral 6,00 m3
b. Rebar 3.278,00 kg
c. Formwork 32,00 m2
Bridge 2
a. Concrete work + Integral 2,00 m3
b. Rebar 1.106,00 kg
c. Formwork 11,00 m2
VII. Column (C2) (Beton f'c 30 MPa, Besi, Bekisting) + Integral
Bridge 1
a. Concrete work + Integral 8,00 m3
b. Rebar 2.808,00 kg
c. Formwork 68,00 m2
Bridge 2
a. Concrete work + Integral 3,00 m3
b. Rebar 947,00 kg
c. Formwork 23,00 m2
Pile Cap (PC2) Work (Beton f'c 30 MPa, Besi,
Bekisting) + Integral
No Quantity
Description Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4
10. Time Schedule Bridge Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
VIII. Beam (AB1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 20,00 m3
b. Rebar 4.878,00 kg
c. Formwork 77,00 m2
Bridge 2
a. Concrete work 7,00 m3
b. Rebar 1.646,00 kg
c. Formwork 26,00 m2
IX. Beam (DB1" - asumsi GB1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 18,00 m3
b. Rebar 5.309,00 kg
c. Formwork 59,00 m2
Bridge 2
a. Concrete work 6,00 m3
b. Rebar 1.791,00 kg
c. Formwork 20,00 m2
X. Beam (BG1 - asumsi GB1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 97,00 m3
b. Rebar 31.646,00 kg
c. Formwork 325,00 m2
Bridge 2
a. Concrete work 33,00 m3
b. Rebar 10.678,00 kg
c. Formwork 110,00 m2
XI. Beam (DB1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 18,00 m3
b. Rebar 5.952,00 kg
c. Formwork 89,00 m2
Bridge 2
a. Concrete work 6,00 m3
b. Rebar 2.008,00 kg
c. Formwork 30,00 m2
b. Rebar 278,00 kg
c. Formwork 6,00 m2
d. Sand bedding 5 cm 0,09 m3
e. Lean concrete 5 cm 0,09 m3
No Quantity
Description
Bulan 6
Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4 Bulan 5
11. Time Schedule Bridge Work
Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4
XII. Slab (BS1) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 211,00 m3
b. Rebar 41.937,00 kg
c. Formwork 747,00 m2
Bridge 2
a. Concrete work 71,00 m3
b. Rebar 14.150,00 kg
c. Formwork 252,00 m2
XIII. Wall (Barrier Beam 200 mm) (Beton f'c 30 MPa, Besi, Bekisting)
Bridge 1
a. Concrete work 28,00 m3
b. Rebar 3.271,00 kg
c. Formwork 292,00 m2
Bridge 2
a. Concrete work 9,00 m3
b. Rebar 1.104,00 kg
c. Formwork 99,00 m2
XIV. Drain inlet
Bridge 1 14,00 no
Bridge 2 8,00 no
XV. Road layer & finish trotoar
Bridge 1
a. Adhesive layer 413,00 ltr
b. Asphatl (AC) 14,00 m3
c. Curb 145,00 m'
d. Trotoar finishing 76,00 m2
e. Railing For River 72,00 m
Bridge 2
a. Adhesive layer 146,00 ltr
b. Asphatl (AC) 5,00 m3
c. Curb 40,00 m'
d. Trotoar finishing 42,00 m2
e. Railing For River 40,00 m'
a. Road drain inlet, pipe water and providing all
TOTAL - SUB-BILL NO. 2.10 - BRIDGE WORKS
No Quantity
Description
Bulan 6
Unit
Bulan 1 Bulan 2 Bulan 3 Bulan 4 Bulan 5
12. Project Management ( Structure Organization )
PROJECT MANAGER
Joko Supriyatno ST
SITE MANAGER
Indarto Wibisono
KOOR. LAPANGAN
Dhimas Tirta Mandiri
ENGINEER
Chaidir Muharrom
KOOR. LOGISTIK
Adi Wibowo
STAFF LOGISTIK
Hariyansyah
SPV LAPANGAN 1
Danil Bahtiar
DRAFTER
Muhammad Reza
SPV LAPANGAN 2
Heryanto
DOCUMENT
CONTROL
Taniatul Firdausa
14. CANALWORK
1. Preparation
2.Measuring
3. SettingWork Canal For Several Section
4.CleaningArea
5.Leveling Soil, LandCut for Elevation
6.Excavation
7. Setting and Install DokenWood
8.Sand Bedding and Leveling Canal Base
9.Setting Formwork and rebar ForTie Beam and Pilecap
10.ConcreteWork
11.Setting and Install StoneWork
12.Geotextile, JoggingTrack and Footpath
13.Finishing
15. ROAD WORK
1. Preparation
2. Measuring
3. Preparation
4. Cleaning Area
5. Land Leveling
6. Base Course and Sub Base Course
7. Setting Formwork and Wiremesh
8. ConcreteWork
9. Finishing
10.Curing
1. Preparation
2. Measuring
3. Preparation
4. Cleaning Area
5. Land Leveling
6. Base Course and Sub Base Course
7. Setting Formwork and Wiremesh
8. ConcreteWork
9. Finishing
10.Curing
Concrete Pavement Road Asphalt Pavement Road
16. BRIDGEWORK
1. Preparation,Testing and Sondir
2.Measuring
3. SettingWork Bridge For Several Section
4.CleaningArea
5.Leveling Soil, LandCut for Elevation
6.Excavation
7. Setting and Install DokenWood
8.Sand Bedding and Leveling Bridge Base
9.Setting Formwork and rebar For Bridge Structure
10.ConcreteWork
11.Finishing
19. THANK YOU FOR YOUR ATTENTION
PT. ABIMANYU MULTI PERKASA
Ruko Taman Cemara Blok U5 No. 11
Harapan Indah, Bekasi
021 – 89253050
www.abmperkasa.com
abimanyu@abmperkasa.com
