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CONSTRUCTION COST ESTIMATES

CIKAMPEK - PALIMANAN TOLL ROAD

TENDER PRICE - PACKAGE 6A

ITEM DESCRIPTION Package - 6A (Volume hasilPerhitungan Bersama)

1 General 11,227,995,000

2 Site Clearing -

3 Demolition 203,882,500

4 Road Eartworks 81,818,991,530

5 Structure Excavation 817,639,619

6 Drainage 10,802,377,864

7 Subgrade 7,969,389,245

8 Subbase and Base Course 21,332,156,948

9 Pavements 124,240,646,639

10 Concrete Structures 130,577,961,830

11 Structural Steel Works -12 Miscellaneous 24,460,369,902

13 Utilities -

14 Toll Gates and Facilities -

15 Diversion and Protection of Existing UtL. -

16 Toll Plaza Facilities -

17 Branch Office and Supporting Buildings -

A. Sub Total 413,451,411,077

B. Tax (PPN) - 10% of Sub Total (A x 0.1) 41,345,141,108

C. TOTAL (A + B) 454,796,552,185

ROUNDED 454,796,550,000

Jakarta, 27 Agustus 2013

PT. HUTAMA KARYA (Persero)

Ir. SUROTO, MM

General Manager

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TIME SCHEDULE (S - CURVE)CIKAMPEK - PALIMANAN TOLL ROAD PROJECT, SECTION 6A (Sta 193+300 - Sta 200+950)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3

27 - 04 05 - 11 12 - 18 19 - 25 26 - 01 02 - 08 09 - 15 16 - 22 23 - 29 30 - 06 07 - 13 14 - 20 21 - 27 28 - 03 04 - 10 11 - 17 18 - 24 25 - 31 01 - 07 08 - 14 15 - 21 22 - 28 01 - 07 08 - 14 15 - 21 22 - 28 29 - 04 05 - 11 12 - 18 19 - 25 26 - 02 03 - 09 10 - 16 17 -

1 GENERAL

1.19 Maintenance and Protection of Traffic (Temporary Road and Bridge) ls 0.242 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.00

1.20 (9) Remaining Mobilization Work not Covered by 1.20 (1) to 1.20 (8), above ls 2.096 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.161

1.51 (1) Performance Bond ls 0.245 0.061 0.061 0.061 0.061

1.51 (2) Progress Report ls 0.121 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.00

1.51 (3) Insurance Premium ls 0.012 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001

Sub Total 1 2.716 0.229 0.229 0.229 0.229 0.168 0.168 0.168 0.168 0.168 0.167 0.167 0.167 0.167 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.00

2 SITE CLEARING

Sub Total 2

3 DEMOLITION

3.01 (1) Removal of Masonry or Concrete Structures cu.m 0.028 0.007 0.007 0.007 0.007

3.01 (2) Removal of Hedge or Fences m 0.004 0.001 0.001 0.001 0.001

3.01 (3) Removal of Existing Curbs m 0.001 0.001

3.01 (4) Removal of Old Pavements sq.m 0.016 0.003 0.003 0.003 0.003 0.003

3.01 (5) Removal of Traffic Signs each 0.000 0.000

Sub Total 3 0.049 0.008 0.008 0.008 0.009 0.003 0.003 0.003 0.003 0.003

4 ROAD EARTHWORK

4.02 (1) CPT Test each 0.005 0.002 0.002

4.03 (1) Common Excavation of Suitable Materials re-measure cu.m 0.732 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

4.03 (2) Common Excavation of Unsuitable Materials re-measure cu.m 0.146 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016

4.05 Borrow Material re-measure cu.m 16.365 0.491 0.491 0.491 0.491 0.491 0.245 0.245 0.245 0.245 0.213 0.213 0.213 0.213 0.213 0.245 0.245 0.245 0.245 0.409 0.409 0.409 0.409 0.540 0.540 0.540 0.540 0.655 0.655 0.655 0.65

4.06 (1) Settlement Plate each 0.040 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.00

4.06 (3) Piezometer each 0.052 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.00

4.07 Free Draining Material cu.m 0.127 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.00

4.08 Granular Backfill cu.m 2.284 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.12

4.9 Permeable Material cu.m 0.037

4.11 (2) Geotextile Sheet sq.m

Sub Total 4 19.789 0.033 0.033 0.033 0.036 0.533 0.531 0.531 0.531 0.531 0.285 0.285 0.285 0.285 0.269 0.269 0.269 0.269 0.269 0.301 0.301 0.301 0.301 0.416 0.416 0.536 0.536 0.667 0.667 0.667 0.667 0.781 0.781 0.781 0.78

5 STRUCTURE EXCAVATION5.01 (1) Structure Excavation to a depth not exceeding 2 m cu.m 0.061 0.010 0.010 0.010 0.010 0.010 0.010

5.01 (2) Structure Excavation to a depth greater than 2 m, but not exceeding 4 m cu.m 0.043 0.007 0.007 0.007 0.007 0.007 0.007

5.01 (3) Structure Excavation to a depth greater than 4 m cu.m 0.002 0.001 0.001

5.01 (7) Blinding Stone cu.m 0.092 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007

Sub Total 5 0.198 0.017 0.017 0.017 0.017 0.017 0.017 0.014 0.014 0.014 0.014 0.014 0.014 0.007 0.007

6 DRAINAGE

6.05 (3) R.C. Pipe, D = 60 cm, Type A m 0.023 0.011 0.011

6.05 (4) R.C. Pipe, D = 60 cm, Type B m 0.061 0.020 0.020 0.020

6.05 (7) R.C. Pipe, D = 100 cm, Type A m 0.107 0.027 0.027 0.027 0.027

6.05 (8) R.C. Pipe, D = 100 cm, Type B m 0.049 0.049

6.05 (9) R.C. Pipe, D = 120 cm, Type A m 0.441 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044

6.05 (10) R.C. Pipe, D = 120 cm, Type B m 0.508 0.063 0.063 0.063 0.063 0.063 0.063 0.063 0.063

6.06 (4) U Ditch, DS-4 m 0.242 0.016.06 (5) U Ditch, DS-5 m 0.012

6.06 (6) U Ditch, DS-6 m 0.141 0.007 0.00

6.06 (7) U Ditch, DS-7 m 0.249 0.012 0.01

6.06 (8) U Ditch, DS-8 m 0.107 0.005 0.00

6.06 (11) U Ditch, DS-11 m 0.194 0.010 0.01

6.06 (13) U Ditch, DS-14 m 0.051

6.06 (15) Catchbasin DC-1 each 0.013

6.06 (23) Catchbasin DC-14 each 0.003

6.07 (1) Porous Drainage of Filter Material cu.m 0.089 0.004 0.00

6.07 (2) Plastic Filter Fabric sq.m 0.144 0.007 0.00

6.07 (3) Perforated Pipe for Sub surface Drainage Works m 0.107 0.005 0.00

6.07(4) Drain Inlet (DI - 3 & DO -3 ) each 0.060

6.07.(6) Mortared Rubble Chute DV - 5 cu.m 0.008

6.07.(7) Concrete klass D Chute DV - 5 cu.m 0.003

Sub Total 6 2.613 - 0.011 0.011 0.020 0.020 0.020 0.027 0.027 0.027 0.027 0.049 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.063 0.063 0.063 0.063 0.063 0.063 0.063 0.115 0.06

7 SUBGRADE

7.01 Subgrade Preparation sq.m 0.154 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.00

7.03 (1) Stabilization by Lime Stone cu.m 1.773 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118

Sub Total 7 1.928 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.125 0.125 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.00

8 SUBBASE AND ROAD BASE

8.01 Sub Base cu.m 0.302 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.01

8.02 (1) Aggregate Base Class A cu.m 4.858 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.18

Sub Total 8 5.160 0.012 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.19

9 PAVEMENTS

9.04 (1) Bituminous Prime Coat (Grade MC-70 or RC-250) kg 0.212

9.04 (2) Bituminous Tack Coat (Grade RC-250) kg 0.089

9.07 (1) Asphalt Treated Base Course ton 1.849

9.07 (2) Asphalt Concrete Binder Course ton

9.07 (3) Asphalt Concrete Surface Course ton 0.179

9.07 (4) Asphalt Cement ton 2.034

9.08 (1) Concrete Pavement (t=30 cm) sq.m 21.478 0.614 0.614 0.614 0.614 0.614 0.614 0.614 0.614 0.614 0.614 0.614 0.61

9.08 (3)a Concrete Pavement with steel mesh (t=30 cm) single sq.m 0.188

9.08 (3)b Concrete Pavement with steel mesh (t=30 cm) double sq.m 0.284

9.09 Wet lean concrete (t=10 cm) sq.m 3.735 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.12

Sub Total 9 30.050 0.120 0.120 0.120 0.120 0.734 0.734 0.734 0.734 0.734 0.734 0.734 0.734 0.734 0.734 0.734 0.73

10 CONCRETE STRUCTURE10.01 (1) Structural Concrete Class B-1 (Cross beams and diaprgam of prestressed concrete) cu.m 0.192 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.00

10.01 (4) Structural Concrete Class B-4 (reinforced concrete for bridge deck slab) cu.m 0.364 0.012 0.012 0.012 0.012 0.012 0.012 0.01

10.01 (5) Structural Concrete Class B-5 (reinforced concrete for pier columns) cu.m 0.290 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.01

10.01 (6) Structural Concrete Class C-1 (stairs of pedestrian bridge) cu.m 0.022

10.01 (7) Structural Concrete Class C-2 (reinforced and precast plate for slabs) cu.m 0.957 0.096 0.09

10.01 (8) Structural Concrete Class C-3 (footing for pedestrian bridge) cu.m 0.055

10.01 (9) Structural Concrete Class C-4 (Abutments, piers, approach slabs for bituminous pavement, retainin cu.m 3.869 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.13

10.01 (10) Structural Concrete Class C-5 (box culvert and encasement of pipe culverts) cu.m 3.117 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.10

10.01 (11) Structural Concrete Class D (gravity type retaining walls, concrete backfill, concrete in masonry str cu.m 0.037 0.01

10.01 (12) Structural Concrete Class E (levelling concrete, backfill concrete in masonry structures and as spec cu.m 0.182 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007

10.02 Reinforcing Steel Bars kg 9.908 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.198 0.19

10.03 (1)a PC U1-14 Girder each 0.257 0.129 0.129

10.03 (2)a PC U1-21 Girder each 0.303 0.151 0.151

10.03 (2)b PC U1-25 Girder each 0.090 0.090

10.03 (3)a PC U2-14 Girder each 0.575 0.144 0.144 0.144 0.14410.03 (4)a PC U2-21 Girder each 0.839 0.21

10.03 (4)c PC U3-14 Girder each 0.177

10.03 (5)b PC U3-21 Girder each 0.794

10.03 (9) PC T30 Edge Beam each 0.477

10.03 (10) PC T30 Inner Beam each 1.162

10.03 (17) Deck Connection (tie bolts at movement joints) kg 0.003

10.03 (20) PC I 25 Edge Beam each 0.799

10.05 (1) Furnish PretensionedS un Concrete Pile outside diameter 50 cm re-measure m 1.485 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099

10.05 (2) Driving Pretensioned Spun Concrete Pile, outside diameter 50 cm (re-measure) m 0.283 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019

10.05 (3) Furnish and Drive Pretensioned Spun Concrete Pile, test pile, outside diameter 50 cm m 0.125 0.062 0.062

10.05 (7)a Loading Test on PretensionedSpun Concrete Pile, outside diameter 50 cm (MLT) each 0.051 0.051

10.05 (12) Pile Testing (PDA) each 0.048 0.008 0.008 0.008 0.008 0.008 0.008

10.07 (1) Cast-in-place Concrete Pile, 100 cm in diameter m 4.002 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222 0.222

10.07 (2) Loading Test (MLT) for Cast-in-place Concrete Pile, 100 cm in diameter each 0.048 0.048

10.08 Test Drilling m 0.000 0.000

10.09 (1) Bridge Railling m 0.180

10.09 (2) Stair Handrail m 0.058

10.09 (3) Chainlink Fence m 0.180

10.10 (1) Expansion Joint, Type A m 0.194

10.11 (1) Elastromeric Bearings, Type A each 0.010 0.005 0.005

10.11 (2) Elastromeric Bearings, Type B each 0.169 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.01

10.11 (3) Elastromeric Bearings, Type C each 0.057

10.11 (4) Elastromeric Bearings, Type D each 0.090

10.11 (7) Elastromeric Bearings, Type G each 0.069

10.12 (1) Drain Pipe diameter 20 cm with Fitting and Supports m 0.010

10.12 (2) Drain Pipe diameter 15 cm with Fitting and Supports m 0.029

10.12 (3) Deck Drain Gullies complete with Fittings each 0.024

Sub Total 10 31.582 0.322 0.329 0.693 0.693 0.788 0.788 0.796 0.788 0.788 0.796 0.788 0.788 0.796 0.788 0.796 0.703 0.711 0.759 0.534 0.484 0.605 0.611 0.634 0.646 0.584 0.638 0.631 0.631 0.727 0.80

11 STRUCTURAL STEEL WORK

Sub Total 11

12 MISCELLANEOUS

12.01 (1) Solid Sodding sq.m 0.153

12.01 (2) Strip Sodding sq.m 0.156

12.02 (1) Stone Masonry cu.m 1.039

12.03 (2) Concrete BlocK Slope Protection SP-A sq.m 0.077

12.05 Mortared Rubble sq.m 0.252

12.06 (1) Vehicle Guardrail, Type-A m 1.599

12.06 (12) Removable Barrier Post each 0.000

12.07 (1) Regulatory and Warning Signs Type - A1 each 0.028

12.07 (2) Regulatory and Warning Signs Type - A2 each 0.02112.07 (3) Regulatory and Warning Signs Type - B1 each 0.010

12.07 (4) Regulatory and Warning Signs Type - B2 each 0.002

12.07 (5) Regulatory and Warning Signs Type - C each 0.025

12.08 (7) Guide Sign Type E1 (Attachment on Roof, for Barrier Gate) each 0.119

12.08 (8) Guide Sign Type E2 (Attachment on Roof, for Interchange Toll Gate) each 0.123

12.09 (2) Road Marking, Type-A General Application sq.m 0.214

12.09 (3) Road Marking, Type-A Special Application sq.m 0.002

12.09 (6) Rumble Strip configuration t = 10 mm sq.m 0.057

12.12(1) Concrete Curb Type A m 0.023

12.19 (2) Wire-mesh Mattress, Furnished and Stone Filled cu.m 0.262

12.20 (1) Kilometer Posts (1 km) each 0.001

12.20 (2) Kilometer Posts (200 m) each 0.003

12.20 (4) Guide Post Type A each 0.022

12.20 (5) Guide Post Type B each 0.179

12.21 (1) Right-of-way Fence, Type-A m 0.21012.21 (2) Right-of-way Fence, Type-B m 1.104

12.21 (3) Right-of-way Fence, Type-C m 0.232

12.21 (4) Right-of-way Fence Gate, Type-A each 0.001

12.21 (5) Right-of-way Fence Gate, Type-B each 0.001

Sub Total 12 5.916

SUMMARY PROGRESS (%) 100.000 0.271 0.389 0.389 0.392 1.161 1.177 1.541 1.550 1.645 1.395 1.406 1.398 1.398 1.229 1.249 1.244 1.140 1.318 1.472 1.380 1.388 1.435 1.938 1.888 2.129 2.155 2.309 2.321 2.259 2.313 2.421 2.421 2.568 2.59

SUMMARY MONTHLY PROGRESS (%) 1.440 7.075 5.598 6.180 5.675 8.111 9.202

ACCUMULATIVE SUMMARY PROGRESS (%) 0.000 0.271 0.659 1.048 1.440 2.601 3.778 5.320 6.870 8.515 9.910 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### 27.906 29.795 31.924 34.079 36.388 38.709 40.968 43.281 45.701 48.122 50.690 53.2

ITEM NO.UNIT

QTY

(%)DESCRIPTION

Oktober 2013 November 2013 Desember 2013 Januar 2014 Frebruar 2014 Maret 2014 Apr l 2014 Me 2014