grand recapitulation of civil works

8/10/2019 Grand Recapitulation of Civil Works

1/15

(RUPIAH) (%) PLAN ACTUAL PLAN ACTUAL PLAN(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)

1 BILL NO. 1 SWITCHYARD FOR CIVIL WORK 28,500,105,632 83.33% 1.22% 1.42% 1.02% 1.18% 3.54%

2 BILL NO. 2 CONTROL BUILDING 5,043,512,240 14.75% 0.00% 0.00% 0.00% 0.00% 0.00%

3 BILL NO. 3 RUMAH OPERATOR 436,346,940 1.28% 0.00% 0.00% 0.00% 0.00% 0.00%

4 BILL NO. 4 POS SATPAM 142,919,188 0.42% 0.00% 0.00% 0.00% 0.00% 0.00%

5 BILL NO. 5 MISCELLANEOUS WORKS (ISTALLATION SIRVICES FOR CIVIL WORKS) 77,116,000 0.23% 0.00% 0.00% 0.00% 0.00% 0.00%

TOTAL PRICE FOR CIVIL WORKS 34,200,000,000 100.00% 1.02% 1.18%

TOTAL PRICE FOR CIVIL WORKS INCLD Ppn 10% 37,620,000,000

BIL

PENGADAAN DAN PEMASANGAN GITET 275/150 kV SUMUT 3 DELI SERDANG SUMATERA UTARA

DAFTAR ISIAN 1.4 INSTALATION AND OTHER SERVICES

BILL NO. CONTRACT

LAST MONTHTOTAL PRICE

LOCAL

WEIGHT OF

CONTRACTDESCRIPTIONBILLNO.

INSTALLATION SERVICES FOR CIVIL WORKS

GRAND RECAPITULATION OF PROGRESS WORKS


2/15

(RUPIAH) (%) PLAN ACTUAL PLAN ACTUAL PLAN(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)

1 BILL NO. 1 SWITCHYARD FOR CIVIL WORK 28,500,105,632 83.33% 4.76% 2.91% 3.97% 2.42% 0.00%

2 BILL NO. 2 CONTROL BUILDING 5,043,512,240 14.75% 0.00% 0.00% 0.00% 0.00% 0.00%

3 BILL NO. 3 RUMAH OPERATOR 436,346,940 1.28% 0.00% 0.00% 0.00% 0.00% 0.00%

4 BILL NO. 4 POS SATPAM 142,919,188 0.42% 0.00% 0.00% 0.00% 0.00% 0.00%

5 BILL NO. 5 MISCELLANEOUS WORKS (ISTALLATION SIRVICES FOR CIVIL WORKS) 77,116,000 0.23% 0.00% 0.00% 0.00% 0.00% 0.00%

TOTAL PRICE FOR CIVIL WORKS 34,200,000,000 100.00% 3.97% 2.42%

TOTAL PRICE FOR CIVIL WORKS INCLD Ppn 10% 37,620,000,000

BIL

PENGADAAN DAN PEMASANGAN GITET 275/150 kV SUMUT 3 DELI SERDANG SUMATERA UTARA


INSTALLATION SERVICES FOR CIVIL WORKS

GRAND RECAPITULATION OF PROGRESS WORKS

NO. BILL DESCRIPTION

TOTAL PRICE

LOCAL

WEIGHT OF

CONTRACTLAST MONTH

BILL NO. CONTRACT


3/15

PENGADAAN DAN PEMASANGAN GITET 275/150 kV SUMUT 3 SUMATERA UTARA


BILL NO. 1 : SWITCHYARD FOR CIVIL WORKS

1. 275/150 KV SUBSTATION SUMUT 3

UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT

(RUPIAH) (RUPIAH) (%)

1

I Preparatory Work for Control Building and Switchyard

1 Site Clearing m2 80,000 1,000 80,000,000 0.28% 0.14%

2 Setting Survey and Instalation of Setting Plan LS 1 include

3 Site Office (4m x 6m) m2 24 898,000 21,552,000 0.08%

4 Site Storage (3m x 10m) m2 30 559,000 16,770,000 0.06%

5 Survey Thopographi (profil memanjang dan melintang) m2 80,000 2,000 160,000,000 0.56% 0.19%

Soil Investigation for Control Building

Sondir pcs 2 3,590,000 7,180,000 0.03%

Boring and Test Lab pcs 2 13,161,000 26,322,000 0.09%

Laporan Soil Investigation pcs 3 1,795,000 5,385,000 0.02%

Design (calculation, detail design and... LS 1 include

6 Exit Permit to Instantion Pemda (IMB) LS 1 29,910,000 29,910,000 0.10% 0.10%

II.A Site Work

####### a. Jalan Area Gardu Induk m2 8,096 337,000 2,728,200,350 9.57%

b. Jalan Masuk Gardu Induk (Access Road) m2 2,128 337,000 717,109,040 2.52%

c. Pemotongan Tanah (Cutting Soil) m2 71,311 13,000 927,045,873 3.25%

d. Urugan Tanah Kembali (Fill Soil) m3 157,078 9,000 1,413,703,125 4.96%

e. Timbunan Tanah dan Pemadatan m3 85,767 24,000 2,058,405,696 7.22%

####### Kanstin Jalan (Kerbs) 15/30 m' 3,173 117,000 371,242,170 1.30%

####### Fence

- BRC 1.20 m height m' 350 572,000 200,200,000 0.70%

- BRC 1.90 m height m' 1,060 643,000 681,580,000 2.39%

- Fabricated Concrete 2,00 m height m' - 4,188,000 - 0.00%

####### Gate

- BRC 1.20 m height m' 36 1,042,000 37,512,000 0.13%

- BRC 1.90 m height m' 6 1,372,000 8,232,000 0.03%

- Steel Pipe m' 6 2,248,000 13,488,000 0.05%

####### Landscaping m2 9,700 29,000 281,300,000 0.99%

####### Gravel (dia = 3 - 5 cm) t = 20 cm m2 28,300 59,000 1,669,700,000 5.86%

####### Cable Dutc Type 1 (Large) m' 1,094 718,000 785,492,000 2.76%

####### Cable Dutc Type 2 (Medium) m' 1,094 567,000 620,298,000 2.18%

####### Cable Dutc Type 3 (Small) m' 224 487,000 109,088,000 0.38%

####### Cable Dutc Crossing Road m' 12 1,316,000 15,792,000 0.06%

####### Drainage m' 3,173 425,000 1,348,525,000 4.73%

####### Sub Soil Drainage PVC dia 6 inch including kni... m' 1,450 314,000 455,300,000 1.60%

####### Bak Kontrol Terbuka Bh 5 659,000 3,295,000 0.01%

####### Bak Kontrol Tertutup Bh 9 898,000 8,082,000 0.03%

####### Fire Wall Reinforced Concrete Grade 225/20 t = ... m3 30 2,545,000 76,350,000 0.27%

####### Post Security (4m x 4m) Include Toilet 1,5m x .... Unit - 142,507,000 - 0.00%

####### Loading Test No 1 32,103,000 32,103,000 0.11%

####### Oil Pit Cap 60 ton for Transformer 60 MVA Unit - 158,882,000 - 0.00%####### Oil Pit Cap 100 ton for Transformer 250 MVA Unit 1 174,792,000 174,792,000 0.61%

####### Ground Reservoir Cap 100 m termasuk submit Unit 1 189,624,378 189,624,378 0.67%

#### ### Dinding Penahan Tanah dari Pasangan Batu Kali 1 pc : 3 ps

termasuk pipa suling dia 1,5 inc dan Balok Beton 20/30 K.225,

U32, Fe = 120 kg/m

m3

1,460 851,000 1,242,460,000 4.36%

####### Site and Road Lighting

1. Mercury Vapour Flouresent Light 1 x 250 W Complete With

Lighting Colum 9m hight, Fuse Box, Grounding System and

Instalation of Cable Conduitand Wirring and All Accesories

and Fondation of Colum

No 3 22,471,000 67,413,000 0.24%

2. Mercury Flood Light 2 x 400 W Complete With Lighting

Colum 9m hight, Fuse Box, Grounding System and



No 14 15,504,000 217,056,000 0.76%

3. Mercury Vapour Flouresent Light 1 x 80 W Complete WithLighting Colum 9m hight, Fuse Box, Grounding System and



No 17 1,950,000 33,150,000 0.12%

4. Lighting Panel Outdoor complete with foto cell, Switch

Fuse, mcb, grounding system, indicator wiring and all

accesories (foto cell) and fondation of panel

No 1 7,128,000 7,128,000 0.03%

II.B Foundation for 275 kV and Foundation for 150 kV

######## Foundation for 150 kV

4 (four) Line Bay

1 Gantries Unit 21 43,482,000 913,122,000 3.20%

2 Intermediate Tower Unit 1 173,928,000 173,928,000 0.61%

3 Disconecting /or Earthing Switches (DS/E) Sets 12 25,505,000 306,060,000 1.07%

NO. DESCRIPTION UNIT QYT


4/15


DAFTAR ISIAN 1.4 Installation AND OTHER SERVICES

BILL NO. 2 : CONTROL BUILDING


UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT


1 2 3 4 5 6 7

I Control Building 275/150 kV

1 Fondation Work

1 Common Excavation m3 895 26,000 23,270,000 0.46%

2 Back Fill Selected Material m3 270 18,000 4,860,000 0.10%

3 Compacted Sand Layet t = 10 cm m3 70 192,000 13,440,000 0.27%

4 Lean Concrete t = 10 cm, 1 PC : 3 Sand : 5 SP m3 70 1,069,000 74,830,000 1.48%

5 Stone Masonry 1 PC : 3 Sand m3 285 650,000 185,250,000 3.67%

6 Concrete Reinfoccement Grades 225/40 m3 60 2,545,000 152,700,000 3.03%

2 Structure and Wall Work1 Concrete Reinforcement Grades 225/40 m3 346 2,545,000 880,570,000 17.46%

2 A Half Brick Wall 1 PC : 4 Sand m3 89 1,264,000 112,496,000 2.23%

3 Partition (Gypsum) Framing m2 - 778,000 - 0.00%

3 Roff Work

1 Steel Trusses Complete with Connection kg 33,600 18,000 604,800,000 11.99%

2 Purlin kg 3,360 18,000 60,480,000 1.20%

3 Wind Bracing and Tie Rod kg 10,080 3,000 30,240,000 0.60%

4 Corrugate Metal Sheet Complete with Accesories m2 1,055 201,000 212,055,000 4.20%

5 Acrylie Roof Complete with Accesories (Contr... m2 15 1,017,000 15,255,000 0.30%

4 Floor Work

1 Plain Concrete 100/20 or 100/40, t = 15 cm m2 85 161,000 13,685,000 0.27%

2 Ceramic Tile 40 cm x 40 cm, 1 PC : 3 Sand m2 648 154,000 99,792,000 1.98%

3 Raised Floor m2 - 1,735,000 - 0.00%

5 Plasterig & Grounding

1 Plastering Wall Work t = 10 cm, 1 PC : 4 Sand m2 8,020 11,000 88,220,000 1.75%

2 Grouting Cement Work m2 8 2,545,000 20,360,000 0.40%

3 Brafen for Foundation 1 PC : 2 Sand m2 75 39,000 2,925,000 0.06%

6 Doors and Windows

1 Glass Door Complete with Allumunium Frame

Type P1 Unit 12 5,815,000 69,780,000 1.38%

Type P2 Unit 1 3,877,000 3,877,000 0.08%

Type P3 (Fiber Door Complete with Frame and ... .. Unit 1 2,412,000 2,412,000 0.05%

Type P4 Unit - 9,691,000 - 0.00%

2 Glass Windows Complete with Allumunium Frame

Type J1 Unit 4 4,582,000 18,328,000 0.36%

Type J2 Unit 6 6,475,000 38,850,000 0.77%

Type J3 Unit 4 5,180,000 20,720,000 0.41%

Type J4 Unit 2 3,487,000 6,974,000 0.14%

Type J5 Unit - 2,181,000 - 0.00%

3 Glass Ventilation Complete with Allumunium Frame

Type V1 Unit - 1,486,000 - 0.00%

Type V1A Unit 2 1,486,000 2,972,000 0.06%

Type V2 Unit 3 560,000 1,680,000 0.03%

Type V3 Unit 4 1,120,000 4,480,000 0.09%

Type V3A Unit 1 1,120,000 1,120,000 0.02%

7 Celling Work

1 Playwood 4 mm Celling Complete with Hanger m2 819 147,000 120,393,000 2.39%

8 Pipe Work1 Piping and Water Supply Ls 1 9,572,000 9,572,000 0.19%

2 Piping and Water Waste Ls 1 3,590,000 3,590,000 0.07%

9 Santary Work

1 Bath Basin Complete Accesories Unit 1 1,616,000 1,616,000 0.03%

2 Sualing Water Closed Complete Accesories Unit 1 2,393,000 2,393,000 0.05%

3 Urinal Complete Accesories Unit - 2,791,000 - 0.00%

4 Wash Basin for Pantry Complete Accesories Unit 1 1,409,000 1,409,000 0.03%

5 Wastafel for Battery Room Complete Accesories Unit 1 1,016,000 1,016,000 0.02%

6 Wash Basin for Ritual Complete Accesories Unit 3 3,745,000 11,235,000 0.22%

7 Ceramic Wall (20 cm x 25 cm) and Floor (20 cm x ...) m2 44 187,000 8,228,000 0.16%

10 Septic Tank Works (3 m3) Complete Unit 1 8,339,000 8,339,000 0.17%

NO. DESCRIPTION UNIT QYTOkt-14 Nov-14


5/15





UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT


1 2 3 4 5 6 7


17 Fire Alarm

1 Alarm Bell 6" (150 mm) diameter including Installation

Wiring

NO 8 1,197,000 9,576,000 0.19%

2 Smoke Detector includin Installation Wirin NO 15 1,616,000 24,240,000 0.48%

3 Fixed and Rate of Rise Tem eratur Detector NO 8 659 000 5 272 000 0.10%

4 MCFA (Master Control Fire Alarm) Including Indication

Lam Batter Rectifier and All

NO 1 11,964,000 11,964,000 0.24%

18 Fire Fighting Equipment1 Portable Fire Extin huster 5 k hallon NO 11 2,154,000 23,694,000 0.47%

19 Crane Manual

1 Crane Manual Com lete with Accesories NO 1 4,188,000 4,188,000 0.08%

II Auxiliary Building for Genset

1Auxiliary Building for Genset 300 kW (4 m x 10 ) Complete incld

Light and Accesories

NO 1 167,496,000 167,496,000 3.32%

III MV Cell 20 kV Building

1 Fondation Work

1 Common Excavation m3 99 26,000 2,574,000 0.05%

2 Backfill with Selectd Material m3 33 18,000 594,000 0.01%

3 Com acted Sand La er t = 10 cm m3 9 192,000 1,728,000 0.03%

4 Lean Concrete t = 10 cm 1 PC : 3 Sand : 5 S m3 9 1 069 000 9 621 000 0.19%5 Stone Masonry 1 PC : 3 Sand m3 55 650,000 35,750,000 0.71%

6 Conrete Reinforcement Grades 225/40 m3 7 2,545,000 17,815,000 0.35%


6/15





UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT


1 2 3 4 5 6 7


2 Structure and Wall Work

1 Conrete Reinforcement Grades 225/40 m3 23 2,545,000 58,535,000 1.16%

2 A Half Brick Wall 1 PC : 4 Sand m3 20 1,264,000 25,482,240 0.51%

3 Partition (Gypsum) Framing m3 - 778,000 - 0.00%

3 Roff Work

1 Steel Trusses Complete with Connection kg 9,360 18,000 168,480,000 3.34%

2 Purlin kg 1,872 18,000 33,696,000 0.67%

3 Wind Bracing and Tie Rod kg 3,744 3,000 11,232,000 0.22%

4 Corrugate Metal Sheet Complete with Accesories m2 478 201,000 96,078,000 1.90%5 Acrylie Roof Complete with Accesories (Contr... m2 - 1,017,000 - 0.00%

4 Floor Work

1 Plain Concrete 100/20 or 100/40, t = 15 cm m2 85 161,000 13,685,000 0.27%

2 Ceramic Tile 40 cm x 40 cm, 1 PC : 3 Sand m2 36 154,000 5,544,000 0.11%

3 Raised Floor m2 - 1,735,000 - 0.00%

5 Plasterig & Grounding

1 Plastering Wall Work t = 10 cm, 1 PC : 4 Sand m2 576 46,000 26,496,000 0.53%

2 Grouting Cement Work m2 2 2,545,000 5,090,000 0.10%

3 Brafen for Foundation 1 PC : 2 Sand m2 144 39,000 5,616,000 0.11%

6 Doors and Windows

1 Glass Door Complete with Allumunium Frame

Type P1 Unit 2 5,815,000 11,630,000 0.23%Type P4 Unit 1 3,877,000 3,877,000 0.08%

Type P5A Unit 1 2,412,000 2,412,000 0.05%

2 Glass Windows Complete with Allumunium Frame

Type J1 Unit 1 4,582,000 4,582,000 0.09%

Type J4 Unit 1 3,487,000 3,487,000 0.07%

3 Glass Ventilation Complete with Allumunium Frame

Type V1 Unit 4 1,486,000 5,944,000 0.12%

Type V1A Unit 4 1,486,000 5,944,000 0.12%

7 Celling Work

1 Playwood 4 mm Celling Complete with Hanger m2 273 147,000 40,131,000 0.80%

8 Pipe Work

1 Piping and Water Supply Ls - 9,572,000 - 0.00%

2 Piping and Water Waste Ls - 3,590,000 - 0.00%

9 Santary Work

1 Bath Basin Complete Accesories Unit - 1,616,000 - 0.00%

2 Sualing Water Closed Complete Accesories Unit - 2,393,000 - 0.00%

3 Urinal Complete Accesories Unit - 2,791,000 - 0.00%

4 Wash Basin for Pantry Complete Accesories Unit - 1,409,000 - 0.00%

5 Wastafel for Battery Room Complete Accesories Unit - 1,016,000 - 0.00%

6 Wash Basin for Ritual Complete Accesories Unit - 3,745,000 - 0.00%

7 Ceramic Wall (20 cm x 25 cm) and Floor (20 cm x ...) m2 - 187,000 - 0.00%

10 Septic Tank Works (3 m3) Complete Unit - 8,339,000 - 0.00%

11 Cable Duct Incd Metal Works

1 Type I - I m' - 1,622,000 - 0.00%

2 Type II - II m' - 1,937,000 - 0.00%3 Type III - III m' - 2,502,000 - 0.00%

4 Type IV - IV m' 18 3,008,000 54,144,000 1.07%

12 Painting Works

1 Wall and Celling Painting m2 849 35,000 29,715,000 0.59%

2 Steel Painting m2 720 11,000 7,920,000 0.16%

13 Miscellaneous Work

1 PVC 6 inc dia m' 72 143,000 10,296,000 0.20%

2 PVC 4 inc dia m' - 84,000 - 0.00%

3 PVC 3 inc dia m' 48 44,000 2,112,000 0.04%

4 Water Tank and Jel Pump Complete with Tower Unit - 25,532,000 - 0.00%


7/15


8/15


9/15


10/15



BILL NO. 3 : RUMAH OPERATOR


UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT


15-

19

20-26

1 2

I Pekerjaan Rumah Operator

A. Pekerjaan Persiapan

####### Pengukuran dan Pemasangan Bowplank m' 50.00 113,000 5,650,000 1.29%

####### Mobilisasi dan Demobilisasi Peralatan Ls 1.00 1,795,000 1,795,000 0.41%

B. Pekerjaan Tanah

####### Galian Tanah Pondasi m3 120.06 26,000 3,121,560 0.72%

####### Urugan pasir di bawah pondasi m3 59.60 20,000 1,192,000 0.27%

####### Urugan pasir di bawah lantai (tebal 10 cm) m3 138.00 20,000 2,760,000 0.63%

####### Urugan kembali m3 52.00 18,000 936,000 0.21%

####### Pemadatan tanah m3 52.00 10,000 520,000 0.12%

C. Pekerjaan Pondasi Batu Kali

####### Lean concrete (tebal = 5 cm) m3 59.60 1,069,000 63,712,400 14.60%

####### Pondasi batu belah m3 59.11 650,000 38,421,500 8.81%

####### Rolag Bata m3 - 1,264,000 - 0.00%

D. Pekerjaan Beton

####### Sloff 15/20 m3 2.57 3,356,000 8,624,920 1.98%

####### Pondasi setempat m3 0.38 3,356,000 1,275,280 0.29%

####### Kolom praktis 15/15 m3 1.17 3,356,000 3,926,520 0.90%

####### Kolom 15/20 m3 2.50 3,356,000 8,390,000 1.92%

####### Balok 15/20 m3 2.57 3,356,000 8,624,920 1.98%

####### Plt atap m3 - 3,356,000 - 0.00%

E. Pekerjaan Dinding

####### Pasangan dinding trasram m2 - 253,000 - 0.00%

####### Pasangan dinding biasa m2 260.75 127,000 33,115,250 7.59%

####### Plestera trasram m2 - 69,000 - 0.00%

####### plesteran biasa m2 521.50 46,000 23,989,000 5.50%

####### Keramik dinding KM m2 18.75 187,000 3,506,250 0.80%

####### Keramik bak mandi m2 4.32 187,000 807,840 0.19%

####### Keramik dinding dapur m2 3.00 187,000 561,000 0.13%

####### Pasangan batu alam m2 12.00 331,000 3,972,000 0.91%

F. Pekerjaan Atap

####### Rangka atap baja ringan + penutup atap (multi roof) m2 213.55 385,000 82,216,750 18.84%

####### Rabung seng setara multi roof) m' - 201,000 - 0.00%

####### List plank miring m' 31.00 102,000 3,162,000 0.72%

####### List plank datar m' 20.00 102,000 2,040,000 0.47%

####### Talang tembok m' 15.75 51,000 803,250 0.18%

G. Pekerjaan Plafond

####### Rangka plafond datar m2 161.00 118,000 18,998,000 4.35%

####### Rangka plafond miring m2 - 118,000 - 0.00%

####### Penutup plafond dalam gypsum m2 87.00 36,000 3,132,000 0.72%

####### Penutup plafond luar kalsiboard m2 74.00 40,000 2,960,000 0.68%

H. Pekerjaan Lantai Keramik

####### Keramik ruang utama m2 72.00 154,000 11,088,000 2.54%

####### Keramik dapur m2 11.00 154,000 1,694,000 0.39%

####### Keramik kamar mandi m2 6.00 154,000 924,000 0.21%

####### Keramik teras m2 24.00 154,000 3,696,000 0.85%

####### Paving block m2 12.00 96,000 1,152,000 0.26%

I. Pekerjaan Finishing####### Cat dinding outdoor m2 164.50 35,000 5,757,500 1.32%

####### Cat dinding indoor m2 245.00 35,000 8,575,000 1.97%

####### Cat plafond m2 161.00 35,000 5,635,000 1.29%

J. Pekerjaan Jendela dan Pintu

Pintu lengkap dengan aksesoris

####### Type P3 (Fibre door complete with frame and accesories) bh 2.00 1,005,000 2,010,000 0.46%

####### Type P6 Unit 4.00 1,197,000 4,788,000 1.10%

####### Type P7 Unit 4.00 1,005,000 4,020,000 0.92%

Jendela kaca lengkap dengan kusen kayu dan aksesoris

####### Type J3A bh 6.00 2,037,000 12,222,000 2.80%

####### Type J4A pas 2.00 1,550,000 3,100,000 0.71%

Ventilasi lengkap dengan kusen dan aksesoris


Okt-14


11/15



BILL NO. 4 : POS SATPAM


UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT


15-

19

20-26

1 2

I Pekerjaan Rumah Operator

A. Pekerjaan Persiapan

####### Pengukuran dan Pemasangan Bowplank m' 30.00 113,000 3,390,000 2.37%

####### Mobilisasi dan Demobilisasi Peralatan Ls 1.00 1,795,000 1,795,000 1.26%

B. Pekerjaan Tanah

####### Galian Tanah Pondasi m3 32.23 26,000 837,980 0.59%

####### Urugan pasir di bawah pondasi m3 1.60 192,000 307,200 0.21%

####### Urugan pasir di bawah lantai (tebal 10 cm) m3 2.50 192,000 480,000 0.34%

####### Urugan kembali m3 19.96 18,000 359,280 0.25%

####### Pemadatan tanah m3 19.96 10,000 199,600 0.14%

C. Pekerjaan Pondasi Batu Kali

####### Aanstamping pondasi m3 - 1,264,000 - 0.00%

####### Pondasi batu belah m3 15.87 650,000 10,315,500 7.22%

####### Rolag Bata m3 - 1,264,000 - 0.00%

D. Pekerjaan Beton

####### Sloff 15/20 m3 0.69 3,356,000 2,315,640 1.62%

####### Kolom 15/20 m3 0.48 3,356,000 1,610,880 1.13%

####### Balok m3 0.69 3,356,000 2,315,640 1.62%

E. Pekerjaan Dinding

####### Pasangan dinding trasram m2 - 253,000 - 0.00%

####### Pasangan dinding batu bata m2 110.20 127,000 13,995,400 9.79%

####### Plestera trasram m2 - 69,000 - 0.00%

####### plesteran biasa m2 220.40 46,000 10,138,400 7.09%

####### Keramik dinding KM m2 14.00 187,000 2,618,000 1.83%

####### Keramik bak mandi m2 3.20 187,000 598,400 0.42%

F. Pekerjaan Atap

####### Atap dak beton m3 11.85 3,356,000 39,778,668 27.83%

####### Water proofing membrane m2 36.00 90,000 3,240,000 2.27%

G. Pekerjaan Lantai Keramik

####### Lantai tegel ukuran 30 x 30 cm u' lantai m2 20.00 154,000 3,080,000 2.16%

####### Keramik kamar mandi m2 5.00 154,000 770,000 0.54%

####### Keramik teras m2 - 154,000 - 0.00%

H. Pekerjaan Finishing

####### Cat dinding outdoor m2 80.00 35,000 2,800,000 1.96%####### Cat dinding indoor m2 180.00 35,000 6,300,000 4.41%

####### Cat plafond m2 5.60 11,000 61,600 0.04%

I. Pekerjaan Jendela dan Pintu

Pintu lengkap dengan aksesoris

####### Type P8 (wooden door with allumunium framing) unit 3.00 1,197,000 3,591,000 2.51%

####### Type P3 (fibre door complete with frame and accesories Unit 2.00 1,005,000 2,010,000 1.41%

Jendela kaca lengkap dengan kusen kayu dan aksesoris

####### Type J6 unit 2.00 797,000 1,594,000 1.12%

####### Type J4A unit 1.00 1,550,000 1,550,000 1.08%

####### Type J7 unit 1.00 1,771,000 1,771,000 1.24%

Ventilasi lengkap dengan kusen dan aksesoris

####### Type V5A unit 2.00 216,000 432,000 0.30%

J. Pekerjaan Instalasi Air####### Saluran air bersih PC 1/2" m' 20.00 35,000 700,000 0.49%

####### Saluran air kotor PVC 3" m' 20.00 108,000 2,160,000 1.51%

####### Saluran kotor 4" m' 10.00 144,000 1,440,000 1.01%

####### Close duduk monoblok + shower unit 1.00 2,393,000 2,393,000 1.67%

####### Wash basin bh 1.00 1,409,000 1,409,000 0.99%

K. Pekerjaan Instalasi Listrik

####### Titik lampu termasuk lampu LED 7 watt titik 8.00 142,000 1,136,000 0.79%

####### Saklar tunggal titik - 54,000 - 0.00%

####### Saklar double titik 3.00 66,000 198,000 0.14%

####### Saklar triple titik 1.00 90,000 90,000 0.06%

####### Stop kontak titik 2.00 90,000 180,000 0.13%

####### Exhaust fan bh 1.00 539,000 539,000 0.38%


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BILL NO. 5 : MISCELLANEOUS WORKS (ISTALLATION SIRVICES FOR CIVIL WORKS)


UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT

(RUPIAH) (RUPIAH) (%)15-

19

20-26

1 2

1 Conrete Work

####### Concrete K.175 m3 5 1,265,000 6,325,000 8.20%

####### Concrete K.225 m3 5 1,343,000 6,715,000 8.71%

####### Concrete K.500 m3 5 1,549,000 7,745,000 10.04%

2 Reinforcement Work

####### Reinforcement Steel U 24/BJTP - 24 kg 100 17,000 1,700,000 2.20%

####### Reinforcement Steel U 32/BJTP - 35 kg 100 17,000 1,700,000 2.20%

3 Excavation Work

####### Excavation of soil m3 5 13,000 65,000 0.08%

####### Excavation of rock m3 5 345,000 1,725,000 2.24%

4 Filling Work

####### Back filling m3 5 9,000 45,000 0.06%

####### Import Filling m3 5 24,000 120,000 0.16%

5 Steel Work

####### Steel Trusses comply with connection kg 200 18,000 3,600,000 4.67%

####### Wind bracing and tic rod kg 20 18,000 360,000 0.47%

####### Steel structure for gantry ton 0.5 21,602,000 10,801,000 14.01%

6 Bored Pile / Driven Pile / Wooden Pile

####### Bored Pile dia 60 cm m' 20 1,303,000 26,060,000 33.79%

####### Driven Pile dia 40 cm m' 5 975,000 4,875,000 6.32%

####### Wooden Pile dia 8 - 10 cm m' 20 264,000 5,280,000 6.85%

TOTAL BILL NO. 1 77,116,000 100.00%

INCREMENTAL PROGRESS PLANT

CUMMULATIVE PROGRESS PLANT

INCREMENTAL PROGRESS ACTUAL

CUMMULATIVE PROGRESS ACTUAL - - DEVIATION PLANT PROGRESS to ACTUAL

PROGRESS - -


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1. BILL NO. 1 : SWITCHYARD FOR CIVIL WORKS


UNIT PRICE

LOCAL

CURRENCY

PORTION

TOTAL PRICE

LOCAL

WEIGHT

Progress

(RUPIAH) (RUPIAH) (%) Item 404,41

I Preparatory Work for Control Building and Switchyard

Site Clearing m2 80,000 1,000 80,000,000 0.28% 100% 80,00

Setting Survey and Instalation of Setting Plan LS 1 include

Site Office (4m x 6m) m2 24 898,000 21,552,000 0.08%Site Storage (3m x 10m) m2 30 559,000 16,770,000 0.06%

Survey Thopographi (profil memanjang dan melintang) m2 80,000 2,000 160,000,000 0.56% 100% 160,00

Soil Investigation for Control Building

Sondir pcs 2 3,590,000 7,180,000 0.03%

Boring and Test Lab pcs 2 13,161,000 26,322,000 0.09%

Laporan Soil Investigation pcs 3 1,795,000 5,385,000 0.02%

Design (calculation, detail design and... LS 1 include

Exit Permit to Instantion Pemda (IMB) LS 1 29,910,000 29,910,000 0.10%

II.A Site Work

######## a. Jalan Area Gardu Induk m2 8,096 337,000 2,728,200,350 9.57%

b. Jalan Masuk Gardu Induk (Access Road) m2 2,128 337,000 717,109,040 2.52% 10% 71,71

c. Pemotongan Tanah (Cutting Soil) m2 71,311 13,000 927,045,873 3.25% 10% 92,70

d. Urugan Tanah Kembali (Fill Soil) m3 157,078 9,000 1,413,703,125 4.96%

e. Timbunan Tanah dan Pemadatan m3 85,767 24,000 2,058,405,696 7.22%######## Kanstin Jalan (Kerbs) 15/30 m' 3,173 117,000 371,242,170 1.30%

######## Fence

- BRC 1.20 m height m' 350 572,000 200,200,000 0.70%

- BRC 1.90 m height m' 1,060 643,000 681,580,000 2.39%

- Fabricated Concrete 2,00 m height m' - 4,188,000 - 0.00%

######## Gate

- BRC 1.20 m height m' 36 1,042,000 37,512,000 0.13%

- BRC 1.90 m height m' 6 1,372,000 8,232,000 0.03%

- Steel Pipe m' 6 2,248,000 13,488,000 0.05%

######## Landscaping m2 9,700 29,000 281,300,000 0.99%

######## Gravel (dia = 3 - 5 cm) t = 20 cm m2 28,300 59,000 1,669,700,000 5.86%

######## Cable Dutc Type 1 (Large) m' 1,094 718,000 785,492,000 2.76%

######## Cable Dutc Type 2 (Medium) m' 1,094 567,000 620,298,000 2.18%

######## Cable Dutc Type 3 (Small) m' 224 487,000 109,088,000 0.38%

######## Cable Dutc Crossing Road m' 12 1,316,000 15,792,000 0.06%######## Drainage m' 3,173 425,000 1,348,525,000 4.73%

######## Sub Soil Drainage PVC dia 6 inch including kni... m' 1,450 314,000 455,300,000 1.60%

######## Bak Kontrol Terbuka Bh 5 659,000 3,295,000 0.01%

######## Bak Kontrol Tertutup Bh 9 898,000 8,082,000 0.03%

######## Fire Wall Reinforced Concrete Grade 225/20 t = ... m3 30 2,545,000 76,350,000 0.27%

######## Post Security (4m x 4m) Include Toilet 1,5m x .... Unit - 142,507,000 - 0.00%

######## Loading Test No 1 32,103,000 32,103,000 0.11%

######## Oil Pit Cap 60 ton for Transformer 60 MVA Unit - 158,882,000 - 0.00%

######## Oil Pit Cap 100 ton for Transformer 250 MVA Unit 1 174,792,000 174,792,000 0.61%

######## Ground Reservoir Cap 100 m termasuk submit Unit 1 189,624,378 189,624,378 0.67%

######## Dinding Penahan Tanah dari Pasangan Batu Kali 1 pc : 3 ps

termasuk pipa suling dia 1,5 inc dan Balok Beton 20/30 K.225,

U32, Fe = 120 kg/m

m3

1,460 851,000 1,242,460,000

4.36%

######## Site and Road Lighting


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14/15





No 3 22,471,000 67,413,000

0.24%

2. Mercury Flood Light 2 x 400 W Complete With Lighting

Colum 9m hight, Fuse Box, Grounding System and



No 14 15,504,000 217,056,000

0.76%





No 17 1,950,000 33,150,000

0.12%

4. Lighting Panel Outdoor complete with foto cell, Switch Fuse,

mcb, grounding system, indicator wiring and all accesories

(foto cell) and fondation of panel

No 1 7,128,000 7,128,000

0.03%

II.B Foundation for 275 kV and Foundation for 150 kV

######## Foundation for 150 kV4 (four) Line Bay

1 Gantries Unit 21 43,482,000 913,122,000 3.20%

2 Intermediate Tower Unit 1 173,928,000 173,928,000 0.61%

3 Disconecting /or Earthing Switches (DS/E) Sets 12 25,505,000 306,060,000 1.07%

4 Circuir Breakers Sets 4 13,310,000 53,240,000 0.19%

5 Current Transformer Unit 12 4,819,000 57,828,000 0.20%

6 Capacitor Voltage Transformer Unit 12 4,819,000 57,828,000 0.20%

7 Surge Arrester Unit 12 3,860,000 46,320,000 0.16%

8 Marshalling Kios Sets 4 2,259,000 9,036,000 0.03%

9 Post Insulator Unit 8 3,860,000 30,880,000 0.11%

2 (Two) Tansformer Bay

1 Gantries Unit - 43,482,000 - 0.00%

2 Disconecting Switches (DS) Sets 6 25,505,000 153,030,000 0.54%

3 Circuir Breakers Sets 2 13,310,000 26,620,000 0.09%4 Current Transformer Unit 6 4,819,000 28,914,000 0.10%


6 Marshalling Kios Sets 2 2,259,000 4,518,000 0.02%



1 (One) Bus Coupler

1 Gantries Unit - 43,482,000 - 0.00%


3 Disconecting Switches (DS) Sets 2 25,505,000 51,010,000 0.18%


5 Marshalling Kios Unit 1 2,259,000 2,259,000 0.01%


######## Foundation for 275 kV1 Gantries Unit 30 126,488,000 3,794,640,000 13.31%






7 Marshalling Kios Unit 11 4,246,000 46,706,000 0.16%

8 Power Transformer (Single Phase) IBT Unit 7 72,035,000 504,245,000 1.77%

9 Disconecting /or Earthing Switches (DS/E) Sets 31 62,867,000 1,948,877,000 6.84%

10 Disconector Pantograph Sets 8 60,934,000 487,472,000 1.71%

11 Shunt Reactor 275 kV, 50 MVAR 3 Phase Sets 1 94,830,000 94,830,000 0.33%

12 Line Traps Unit 5 20,312,000 101,560,000 0.36%

TOTAL BILL NO. 1 28,500,105,632 100.00%

INCREMENTAL PROGRESS PLANTCUMMULATIVE PROGRESS PLANT


15/15

INCREMENTAL PROGRESS ACTUAL

CUMMULATIVE PROGRESS ACTUAL

BERITA ACARA INVOICE

DEVIATION PLANT PROGRESS to ACTUAL PROGRESS

grand recapitulation of civil works

Documents