ANALISA-2009

RENCANA ANGGARAN BIAYAKEGIATAN : Peningkatan Lingkungan Permukiman Kec. MangkubumiPEKERJAAN : Perbaikan Saluran Kampung Situ Beet Kelurahan Cipari LOKASI : Kecamatan MangkubumiTAHUN ANGGARAN : 2009

NO. URAIAN PEKERJAAN JUMLAH

I PEK. PERSIAPAN

II PEK. JALAN LINGKUNGAN

III PEK. JEMBATAN

IV PEK. PELENGKAP

JUMLAH 7,730,840.75 PPN 10 % 773,084.07 JUMLAH TOTAL 8,503,924.82 DIBULATKAN 8,503,000.00

TERBILANG : LIMA PULUH JUTA RUPIAH

Tasikmlaya, 2008 Penawar

Direktur

RINCIAN RENCANA ANGGARAN BIAYAKEGIATAN : Peningkatan Lingkungan Permukiman Kec. Mangkubumi PEKERJAAN : Perbaikan Saluran Kampung Situ Beet Kelurahan Cipari LOKASI : Kecamatan MangkubumiTAHUN ANGGARAN : 2009

NO URAIAN PEKERJAAN KODE

VOLUME SAT HARGA SATANALIS

I PEK. PERSIAPAN 1 Pengukuran/uitzet Ls 1.00 Ls 300,000.00

2 Papan nama proyek Ls 1.00 Ls 250,000.00

3 Pengadaan/ Sewa Direksikeet Ls 1.00 Ls 350,000.00

4 Administrasi. Dokumentasi Ls 1.00 Ls 350,000.00

JUMLAH

II PEK. JALAN LINGKUNGAN 2 Pek. Lapisan Penetrasi (Lapen) K.618 495.58 M2 62,875.42

JUMLAH

III PEK. JEMBATAN

1 Galian Tanah B-02 6.55 M3 19,703.20

2 Urugan Kembali B-09 1.31 M3 7,192.90

3 Pas. Batu Kali 1 : 3 C-04 5.46 M3 441,683.00

4 Pas. Poor Beton (Dudukan Jembatan) G-01 0.52 M3 507,919.50

5 Pas. Balok 40/65 G46 A 1.95 M3 1,489,543.18

6 Plat Jembatan T=20 cm G45 B 1.17 M3 3,133,856.82

7 Kolom 20/20 G46 C 0.20 M3 4,698,231.55

8 Pipa Galvanis 2" DIHITUNG 22.50 M1 75,543.77

JUMLAH

IV PEK. PELENGKAP

1 Pek. Plat decker t= 10 cm G45 B 0.53 4,407,846.28

2 Pek. Rabat Beton t = 10 cm G-01 0.88 507,919.50

3 Pek. Batu Kali tangga Jembatan C-04 1.79 441,683.00

JUMLAH

RENCANA ANGGARAN BIAYA

JUMLAH

1,250,000.00

-

6,480,840.75

-

7,730,840.75 773,084.07 8,503,924.82 8,503,000.00 50000000

41,497,000.00

37,724,545.45

Tasikmlaya, 2008 37750

RINCIAN RENCANA ANGGARAN BIAYA

JUMLAH

300,000.00

250,000.00

350,000.00

350,000.00

1,250,000.00

2.35

-

0.35

129,095.37

9,425.58

2,411,589.18

264,118.14

3,666,612.49 12.03774 3.4875

6,480,840.75

-

DAFTAR HARGA TERTINGGI UPAH TENAGA KERJABIDANG PEKERJAAN UMUM KOTA TASIKMALAYA

TAHUN ANGGARAN 2008

JENIS TENAGA KERJA SATUANNo UPAH 2008( Rp )

1 Pekerja HOK 27,5002 HOK 29,0003 HOK 30,0004 Tukang Gali HOK 33,0005 HOK 30,0006 HOK 36,0007 Kepala Tukang Batu HOK 39,5008 HOK 33,0009 HOK 39,500

10 Kepala Tukang Kayu HOK 39,50011 HOK 27,50012 HOK 33,00013 Kepala Tukang Cat / Plitur HOK 39,50014 HOK 38,50015 HOK 38,50016 Kepala Tukang Besi Beton HOK 38,50017 HOK 33,00018 HOK 38,50019 Kepala Tukang Besi Frofil HOK 39,50020 Mandor HOK 38,50021 Operator Alat Besar HOK 39,50022 Pembantu Operator / Mekanik HOK 36,00023 Supir Truk HOK 33,00024 Kenek Truk / Pembantu Supir Truk HOK 27,50025 Penjaga Malam HOK 27,500

Pekerja (setengah terampil)Pekerja ( terampil)

Tukang Batu ( setengah terampil)Tukang Batu ( terampil)

Tukang Kayu ( setengah terampil)Tukang Kayu ( terampil)

Tukang Cat / Plitur ( setengah terampil)Tukang Cat / Plitur ( terampil)

Tukang Besi Beton ( setengah terampil)Tukang Besi Beton ( terampil)

Tukang Besi Frofil ( setengah terampil)Tukang Besi Frofil ( terampil)

DAFTAR HARGA TERTINGGI BAHAN BANGUNAN DAN SEWA PERALATANBIDANG PEKERJAAN UMUM KOTA TASIKMALAYA

TAHUN ANGGARAN 2008

JENIS BAHAN BANGUNAN SATUANNo HARGA 2008( Rp )

A. AGREGAT KASAR, BAHAN PEREKAT DAN BAHAN JADINYA1 Abu Batu m3 108,500 2 Tanah Urug m3 30,000 3 m3 72,500 4 Pasir Urug /Bawah lantai m3 57,000 5 Pasir pasang kali m3 84,500 6 Pasir Pasang /gunung m3 78,000 7 Pasir Beton m3 99,500 8 Batu Belah m3 69,500 9 m3 121,000

10 m3 130,000 11 Batu Pecah 1/2 m3 138,000 12 Batu Pecah 2/3 m3 128,000 13 Batu Pecah 3/5 m3 122,000 14 Batu Pecah 5/7 m3 85,000 15 Batu Pecah 10/15 m3 75,000 17 Batu Tempel Hitam ( yang beraturan ) m2 56,500 18 Batako Kecil ( 8x10x20 ) bh 850 19 Batako Besar ( 8x20x30 ) bh 2,500 20 Hollow Block 15 cm (HB-15) /batako lubang bh 2,000 21 Hollow Block 20 cm (HB-20) /batako lubang bh 2,000 22 Teracotta 10 cmx20 cm bh 1,500 23 Bata Merah bh 300 24 Roster Genteng 10cm x 20cm ( Klingker ) bh 3,000 25 Roster Genteng 20cm x 20cm ( Klingker ) bh 4,500 26 Roster Beton 20cm x 20cm bh 3,500 27 Roster Beton 30cm x 30cm bh 4,000 28 Grass Block Natural 6 cm m2 29,000 29 Grass Block Warna 6 cm m2 31,000 30 Grass Block Natural 8 cm m2 38,000 31 Grass Block Warna 8 cm m2 41,000 32 Paving Block Natural 6 cm ( Cisangkan )* m2 44,000 33 Paving Block Natural 6 cm ( Setempat ) m2 28,000 34 Paving Block Warna 6 cm ( Cisangkan )* m2 56,000 35 Paving Block Warna 6 cm ( Setempat ) m2 31,000 36 Paving Block Natural 8 cm ( Cisangkan )* m2 48,000 37 Paving Block Natural 8 cm ( Setempat ) m2 35,000 38 Paving Block Warna 8 cm ( Cisangkan )* m2 61,000 39 Paving Block Warna 8 cm ( Setempat ) m2 38,000 40 Tegel Badak 30x30 Natural m2 25,000 41 Tegel Badak 30x30 Warna m2 26,000 42 Kanstin Taman Ukuran 11x20 cm - p=0,40 m' (Press) bh 4,000 43 Kanstin Jalan Ukuran 11x20 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 17,000 44 Kanstin Jalan Ukuran 11x40 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 23,000 45 bh 18,000 46 Semen Portland ( PC ) /50 Kg Zak 44,000 47 Semen Portland (PC) Putih Zak 71,000 48 Semen Warna Kg 7,000 49 Redymix Beton K-300 , tanpa pompa ( Selang ) m3 616,000 50 Redymix Beton K-250 , tanpa pompa ( Selang ) m3 577,000 51 Sewa Vibrator Pengecoran/ Hari 165,000 52 Sewa Pompa < 20 m3/M3 110,000

<100 m3 1,650,000

Penambahan lebih dari 100 M3 16,000 -

B. BAHAN PENGIKAT KONSTRUKSI JALAN - 1 Aspal Bitumen Kg 5,700 2 ton 690,000 3 ton 767,000 4 ton 684,000 5 ton -

Sirtu ( tersaring bergradasi )

Batu Pecah ( tersaring bergradasi )Batu Pecah 0,5/1 ( Screen )

Kanstin Jalan Ukuran 11x20-40 cm (Trapesium) p=0,50 m' (Std. Bina Marga /Cor)

Aspal Congcrete (AC) /LastonHRS ( Hot Rolled Sheet ) /LatastonATB ( Aspalt Treatment Base )ATBL ( Aspalt Treatment Base Leveling )


6 Minyak Tanah liter 2,500 7 Kayu Bakar m3 88,000

-


C. BAHAN LOGAM DAN BAHAN JADINYA - 1 Besi Plat Kg 11,500 2 Kg 8,800 3 Besi Profil Kg 9,000 4 m2 66,500 5 m2 - 6 Bondek m2 139,000 7 IWF Ex DN SII Kg 13,000 8 WireMesh 6 mm m2 56,000 9 WireMesh 7 mm m2 64,000

10 DOP 2.5" Bh 7,500 11 Kawat Beton Kg 10,000 12 Kawat Duri m' 2,500 13 Kawat Harmonika 4cm m2 30,000 14 Kawat Ram 1x1 cm m2 10,000 15 Kawat Boronjong Ø 3 mm Kg 12,500 16 Kawat Boronjong Ø 4 mm Kg 15,000 17 Kawat Las Listrik Kg 15,000 18 Kawat Tembaga Kg 24,000 19 Timah ( L=1 m x Tebal=1 mm ) Kg 33,000 20 Seng Plat BJLS 30 L= 60 cm (p=100 m) rool 998,200 21 Seng Plat BJLS 30 L= 90 cm (P=100 m) rool 1,512,500 22 Seng Plat BJLS 28 " lbr 39,900 23 Sikat Kawat bh 6,000 24 Plat Besi Tipis 0.50 mm Kg 15,000 25 Plat Besi Tipis 1 mm Kg 15,000 26 Plat Besi Tipis 2 mm s/d 5 mm Kg 9,500 27 Plat Besi Tipis 6 mm s/d 10 mm Kg 9,500 28 Plat Besi Tipis 10 mm keatas Kg 9,500 29 Pintu besi baja ( termasuk rel dan kunci ) m2 484,000 30 Kg 35,000 31 Lem Fox Kg 18,000 32 Bronjong Kawat D3mm (1,00x0,5x2,00) Bh 147,000 33 Bronjong Kawat D4mm (1,00x0,5x2,00) Bh 268,000 34 Bronjong Kawat D5mm (1,00x0,5x2,00) Bh 454,000 35 Rangka Atap Baja Ringan m2 171,000

D. BAHAN SALURAN AIR KOTOR /BERSIH1 Grefel U-20 cm m' 15,000 2 Grefel U-30 cm m' 18,000 3 Grefel U-40 cm m' 20,000 4 Buis Beton Ø 20 cm ( 1 m') bh 30,000 5 Buis Beton Ø 30 cm ( 1 m') bh 38,000 6 Buis Beton Ø 40 cm ( 1 m') bh 46,000 7 Buis Beton Ø 50 cm ( 1 m') bh 53,000 8 Buis Beton Ø 60 cm ( 0,5 m') bh 61,000 9 Buis Beton Ø 70 cm ( 0,5 m') bh 84,000

10 Buis Beton Ø 80 cm ( 0,5 m') bh 100,000 11 Buis Beton Ø 100 cm ( 0,5 m') bh 115,000 12 Ijuk Kg 7,000

E. BAHAN PERPIPAAN1 Besi Pipa untuk Hydrant BSP Ø 1" btg 93,000 2 Besi Pipa untuk Hydrant BSP Ø 1,25" btg 104,000 3 Besi Pipa untuk Hydrant BSP Ø 1,5" btg 127,000 4 Besi Pipa untuk Hydrant BSP Ø 2" btg 131,000 5 Pipa Galvanis Ø 1/2" btg 75,000 6 Pipa Galvanis Ø 3/4" btg 98,000 7 Pipa Galvanis Ø 1" btg 140,000 8 Pipa Galvanis Ø 1 1/4" btg 166,000 9 Pipa Galvanis Ø 1 1/2" btg 181,000

10 Pipa Galvanis Ø 2" btg 252,000 11 Pipa Galvanis Ø 2 1/2" btg 307,000 12 Pipa Galvanis Ø 3" btg 380,000 13 Pipa Galvanis Ø 4" btg 554,000

Besi Beton (ukuran rata rata)

Pagar BRC lengkap tiang ( tanpa pondasi t=90 cm)Pagar BRC lengkap tiang ( tanpa pondasi t=180 cm)

Lem Kuning ( aibond )


14 btg 277,000 15 btg 503,000 16 btg 739,000 17 btg 1,749,000 18 Paralon Ø 1/2" ( setara Maspion ) btg 8,000

Pipa Ø 1-1/4" Black Steel /SIIPipa Ø 2" Black Steel /SIIPipa Ø 3" Black Steel /SIIPipa Ø 6" Black Steel /SII


19 Paralon Ø 3/4" ( setara Maspion ) btg 11,000 20 Paralon Ø 1" ( Setara Maspion ) btg 14,000 21 Paralon Ø 1 1/2" ( Setara Maspion ) btg 21,000 22 Paralon Ø 2" ( Setara Maspion ) btg 27,000 23 Paralon Ø 2 1/2" ( Setara Maspion ) btg 30,000 24 Talang 4 M' btg 27,000 25 Gantungan Plat bh 6,500 26 Gantungan Plastik bh 1,000 27 Pipa PVC Diameter 20 mm/ Ø 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 20,000 28 Pipa PVC Diameter 25 mm/ Ø 3/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 31,000 29 Pipa PVC Diameter 32 mm/ Ø 1 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 51,000 30 Pipa PVC Diameter 40 mm/ Ø 1 1/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 74,000 31 Pipa PVC Diameter 50 mm/ Ø 1 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 117,000 32 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 27,000 33 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 39,000 34 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 56,000 35 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 84,000 36 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 135,000 37 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 177,000 38 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 277,000 39 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 349,000 40 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 430,000 41 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 444,000 42 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Bell End ) btg 28,000 43 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Bell End ) btg 40,000 44 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Bell End ) btg 58,000 45 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Bell End ) btg 87,000 46 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Bell End ) btg 140,000 47 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Bell End ) btg 184,000 48 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Bell End ) btg 287,000 49 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Bell End ) btg 363,000 50 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.10 Bell End ) btg 447,000 51 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.10 Bell End ) btg 716,000 52 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.10 Bell End ) btg 916,000 53 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.10 Bell End ) btg 1,178,000 54 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.10 Bell End ) btg 1,863,000 55 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.10 Bell End ) btg 2,969,000 56 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 22,000 57 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 32,000 58 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 46,000 59 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 68,000 60 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 110,000 61 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 145,000 62 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 225,000 63 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 282,000 64 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 351,000 65 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 561,000 66 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 154,000 67 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 219,000 68 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 438,000 69 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 466,000 70 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 758,000 71 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 995,000 72 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 1,416,000 73 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 1,938,000 74 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 2,413,000 75 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 3,637,000 76 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 4,930,000 77 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 6,304,000 78 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 9,962,000 79 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 14,641,000 80 Ts. Faucet Socket (Inj) Ø 1/2" x 1/2" 5,300 81 Ts. Faucet Socket (Inj) Ø 1/4" x 1/4" 5,500 82 Ts. Faucet Socket (Inj) Ø 1" x 1" 7,800 83 Ts. Faucet Elbow (Inj) Ø 1/2" x 1/2" 6,200


84 Ts. Faucet Elbow (Inj) Ø 1/4" x 1/4" 7,300 85 Ts. Faucet Elbow (Inj) Ø 1" x 1" 8,400 86 Ts. Faucet Tee (Inj) Ø 1/2" x 1/2" 8,700 87 Ts. Faucet Tee (Inj) Ø 1/4" x 1/4" 12,900 88 Ts. Faucet Tee (Inj) Ø 1" x 1" 19,000


89 Ts. Valve Socket (Inj) Ø 1/2" 3,000 90 Ts. Valve Socket (Inj) Ø 3/4" 3,400 91 Ts. Valve Socket (Inj) Ø 1" 4,200 92 Ts. Valve Socket (Inj) Ø 1 1/4" 6,700 93 Ts. Valve Socket (Inj) Ø 1 1/2" 10,800 94 Ts. Valve Socket (Inj) Ø 2" 12,400 95 Ts. Valve Socket (Inj) Ø 2 1/2" 19,500 96 Ts. Valve Socket (Inj) Ø 3" 24,500 97 Ts. Valve Socket (Inj) Ø 4" 43,700 98 Bell Cap (Inj- Heat Process) Ø 2" 35,500 99 Bell Cap (Inj- Heat Process) Ø 3" 93,600

100 Bell Cap (Inj- Heat Process) Ø 4" 174,000 101 Bell Cap (Inj- Heat Process) Ø 5" 489,000 102 Bell Cap (Inj- Heat Process) Ø 8" 652,000 103 Bell Cap (Inj- Heat Process) Ø 10" 896,000 104 Bell Cap (Inj- Heat Process) Ø 12" 1,355,000 105 Bell Cap (Inj- Heat Process) Ø 14" 1,662,000 106 Bell Cap (Inj- Heat Process) Ø 16" 2,562,000 107 Dresser Joint (C.l + PVC Body ) Ø 2" 128,000 108 Dresser Joint (C.l + PVC Body ) Ø 3" 203,000 109 Dresser Joint (C.l + PVC Body ) Ø 4" 405,000 110 Dresser Joint (C.l + PVC Body ) Ø 6" 754,000 111 Dresser Joint (C.l + PVC Body ) Ø 8" 1,232,000 112 Dresser Joint (C.l + PVC Body ) Ø 10" 2,299,000 113 Dresser Joint (C.l + PVC Body ) Ø 12" 2,758,000 114 Dresser Joint (C.l + PVC Body ) Ø 14" 2,951,000 115 Dresser Joint (C.l + PVC Body ) Ø 16" 3,709,000 116 Ts. Socket - W (Heat Process) Ø 1/2" 1,500 117 Ts. Socket - W (Heat Process) Ø 3/4" 1,800 118 Ts. Socket - W (Heat Process) Ø 1" 2,900 119 Ts. Socket - W (Heat Process) Ø 1 1/4" 4,300 120 Ts. Socket - W (Heat Process) Ø 1 1/2" 6,600 121 Ts. Socket - W (Heat Process) Ø 2" 8,600 122 Ts. Socket - W (Heat Process) Ø 2 1/2" 12,000 123 Ts. Socket - W (Heat Process) Ø 3" 20,000 124 Ts. Socket - W (Heat Process) Ø 4" 40,000 125 Ts. Cap (Inj) Ø 1/2" 2,000 126 Ts. Cap (Inj) Ø 3/4" 2,500 127 Ts. Cap (Inj) Ø 1" 4,000 128 Ts. Cap (Inj) Ø 1 1/4" 7,500 129 Ts. Cap (Inj) Ø 1 1/2" 8,500 130 Ts. Cap (Inj) Ø 2" 15,000 131 Ts. Cap (Inj) Ø 2 1/2" 34,000 132 Ts. Cap (Inj) Ø 3" 39,000 133 Ts. Cap (Inj) Ø 4" 100,000 134 Ts. Cap (Inj) Ø 6" 202,000 135 Ts. Cap (Inj) Ø 8" 384,000 136 Ts. Cap (Inj) Ø 10" 454,000 137 Vc. Socket - W (Heat Process) Ø 3" (10 Kg/cm2) 20,000 138 Vc. Socket - W (Heat Process) Ø 4" (10 Kg/cm2) 40,000 139 Vc. Socket - W (Heat Process) Ø 5" (10 Kg/cm2) 64,000 140 Vc. Socket - W (Heat Process) Ø 6" (10 Kg/cm2) 120,000 141 Vc. Socket - W (Heat Process) Ø 8" (10 Kg/cm2) 269,000 142 Vc. Socket - W (Heat Process) Ø 10" (10 Kg/cm2) 488,000 143 Vc. Socket - W (Heat Process) Ø 12" (10 Kg/cm2) 693,000 144 Bell Va Socket (Heat Process) Ø 2" (10 Kg/cm2) 34,000 145 Bell Va Socket (Heat Process) Ø 3" (10 Kg/cm2) 55,000 146 Bell Va Socket (Heat Process) Ø 4" (10 Kg/cm2) 89,000 147 Bell Va Socket (Heat Process) Ø 5" (10 Kg/cm2) 142,000 148 Bell Va Socket (Heat Process) Ø 6" (10 Kg/cm2) 200,000 149 Bell Va Socket (Heat Process) Ø 8" (10 Kg/cm2) 359,000 150 Bell Va Socket (Heat Process) Ø 10" (10 Kg/cm2) 629,000 151 Bell Va Socket (Heat Process) Ø 12" (10 Kg/cm2) 1,032,000 152 Spicot Bell End (Heat Process) Ø 2" (10 Kg/cm2) 17,000 153 Spicot Bell End (Heat Process) Ø 3" (10 Kg/cm2) 30,000


154 Spicot Bell End (Heat Process) Ø 4" (10 Kg/cm2) 50,000 155 Spicot Bell End (Heat Process) Ø 5" (10 Kg/cm2) 94,000 156 Spicot Bell End (Heat Process) Ø 6" (10 Kg/cm2) 122,000 157 Spicot Bell End (Heat Process) Ø 8" (10 Kg/cm2) 233,000 158 Spicot Bell End (Heat Process) Ø 10" (10 Kg/cm2) 384,000


159 Spicot Bell End (Heat Process) Ø 12" (10 Kg/cm2) 627,000 160 Spicot Bell End (Heat Process) Ø 14" (10 Kg/cm2) 1,050,000 161 Spicot Bell End (Heat Process) Ø 16" (10 Kg/cm2) 1,397,000 162 Spicot Bell End (Heat Process) Ø 20" (10 Kg/cm2) 2,236,000 163 Spicot Bell End (Heat Process) Ø 24" (10 Kg/cm2) 4,192,000 164 Spicot Bell End (Heat Process) Ø 2" (5 Kg/cm2) 12,000 165 Spicot Bell End (Heat Process) Ø 3" (5 Kg/cm2) 22,000 166 Spicot Bell End (Heat Process) Ø 4" (5 Kg/cm2) 35,000 167 Spicot Bell End (Heat Process) Ø 5" (5 Kg/cm2) 70,000 168 Spicot Bell End (Heat Process) Ø 6" (5 Kg/cm2) 87,000 169 Spicot Bell End (Heat Process) Ø 8" (5 Kg/cm2) 184,000 170 Spicot Bell End (Heat Process) Ø 10" (5 Kg/cm2) 300,000 171 Spicot Bell End (Heat Process) Ø 12" (5 Kg/cm2) 430,000 172 Ts. Elbow (Inj) Ø 1/2" (10 Kg/cm2) 2,000 173 Ts. Elbow (Inj) Ø 3/4" (10 Kg/cm2) 4,000 174 Ts. Elbow (Inj) Ø 1" (10 Kg/cm2) 7,000 175 Ts. Elbow (Inj) Ø 1 1/4" (10 Kg/cm2) 13,000 176 Ts. Elbow (Inj) Ø 1 1/2" (10 Kg/cm2) 14,000 177 Ts. Elbow (Inj) Ø 2" (10 Kg/cm2) 26,000 178 Ts. Elbow (Inj) Ø 2 1/2" (10 Kg/cm2) 48,000 179 Ts. Elbow (Inj) Ø 3" (10 Kg/cm2) 59,000 180 Ts. Elbow (Inj) Ø 4" (10 Kg/cm2) 138,000 181 Ts. Elbow (Inj) Ø 6" (10 Kg/cm2) 266,000 182 Ts. Elbow (Inj) Ø 8" (10 Kg/cm2) 318,000 183 Ts. Tee (Inj) Ø 1/2" x 1/2" (10 Kg/cm2) 4,000 184 Ts. Tee (Inj) Ø 3/4" x 1/2" (10 Kg/cm2) 6,000 185 Ts. Tee (Inj) Ø 3/4" x 3/4" (10 Kg/cm2) 5,000 186 Ts. Tee (Inj) Ø 1" x 1/2" (10 Kg/cm2) 5,000 187 Ts. Tee (Inj) Ø 1" x 3/4" (10 Kg/cm2) 7,000 188 Ts. Tee (Inj) Ø 1" x 1" (10 Kg/cm2) - 189 Ts. Tee (Inj) Ø 1 1/4" x 1" (10 Kg/cm2) 19,000 190 Ts. Tee (Inj) Ø 1 1/4" x 1 1/4" (10 Kg/cm2) 20,000 191 Ts. Tee (Inj) Ø 1 1/2" x 1" (10 Kg/cm2) 22,000 192 Ts. Tee (Inj) Ø 1 1/2" x 1 1/4" (10 Kg/cm2) 22,000 193 Ts. Tee (Inj) Ø 1 1/2" x 1 1/2" (10 Kg/cm2) 22,000 194 Ts. Tee (Inj) Ø 2" x 1/2" (10 Kg/cm2) 24,000 195 Ts. Tee (Inj) Ø 2" x 3/4" (10 Kg/cm2) 24,000 196 Ts. Tee (Inj) Ø 2" x 1" (10 Kg/cm2) 24,000 197 Ts. Tee (Inj) Ø 2" x 1 1/2" (10 Kg/cm2) 27,000 198 Ts. Tee (Inj) Ø 2" x 2" (10 Kg/cm2) 37,000 199 Ts. Tee (Inj) Ø 2 1/2" x 1 1/2" (10 Kg/cm2) 82,000 200 Ts. Tee (Inj) Ø 2 1/2" x 2" (10 Kg/cm2) 94,000 201 Ts. Tee (Inj) Ø 2 1/2" x 2 1/2" (10 Kg/cm2) 96,000 202 Ts. Tee (Inj) Ø 3" x 1 1/2" (10 Kg/cm2) 140,000 203 Ts. Tee (Inj) Ø 3" x 2" (10 Kg/cm2) 141,000 204 Ts. Tee (Inj) Ø 3" x 2 1/2" (10 Kg/cm2) 141,000 205 Ts. Tee (Inj) Ø 3" x 3" (10 Kg/cm2) 141,000 206 Ts. Tee (Inj) Ø 4" x 2" (10 Kg/cm2) 242,000 207 Ts. Tee (Inj) Ø 4" x 3" (10 Kg/cm2) 244,000 208 Ts. Tee (Inj) Ø 4" x 4" (10 Kg/cm2) 340,000 209 Ts. Tee (Inj) Ø 5" x 5" (10 Kg/cm2) 380,000

F. BAHAN FASILITAS PENGAIRAN1 m 146,000 2 m 200,000 3 Lampu Senter Bh 21,000 4 Rantai Kunci kg 15,000 5 Cangkul Bh 35,000 6 Gacok Bh 33,000 7 Mesin Babad Rumput Setara TANAKA Bh 3,327,000 8 Parang Bh 39,000 9 Sabuk Pengaman Bh 47,000

10 Slang Input Pompa Air 2 " m' 24,000 11 Slang Input Pompa Air 4 " m' 60,000 12 Stempet kg 8,000

Karet Penyekat Air / Rubber Water Stop Lebar 150 CmKaret Penyekat Air / Rubber Water Stop Lebar 225 Cm


13 Takel ( Kapasitas 3 Ton ) Bh 438,000 14 Tambang Plastik kg 26,000


15 bh 75,000 16 bh 75,000 17 bh 151,000 18 bh 303,000 19 bh 379,000 20 Papan Nama Bangunan / Nomenklatur bh 74,000 21 Papan Nama Saluran bh 468,000 22 Papan Oprasi Bendung bh 463,000 23 Papan Exploitasi bh 463,000 24 Kotak Baja Penyimpan Data bh 92,000 25 bh 92,000 26 Patok Hektometer ( Pengairan ) bh 74,000 27 Pintu Angkat Type 1.B = 0.30 meter bh 617,000 28 Pintu Angkat Type 1.B = 0.40 meter bh 740,000 29 Pintu Angkat Type 1.B = 0.50 meter bh 1,111,000 30 Pintu Angkat Type II.B = 0.30 meter bh 864,000 31 Pintu Angkat Type II.B = 0.40 meter bh 1,110,000 32 Pintu Angkat Type II.B = 0.50 meter bh 1,356,000 33 Pintu Sorong baja type 1A ukuran ( B=0.30-0.60)&(H=0.30-0.60 ) m bh 3,905,000 34 Pintu Sorong baja type 2A ukuran ( B=0.60-0.80)&(H=0.30-1.00 ) m bh 4,355,000 35 Pintu Sorong baja type 3A ukuran ( B=0.30-1.20)&(H=0.40-1.50 ) m bh 5,125,000 36 Pintu Sorong baja type 4A ukuran ( B=1.00-1.00)&(H=0.50-2.00 ) m bh 5,483,000 37 Pintu Sorong baja type 5A ukuran ( B=1.00-1.50)&(H=0.70-0.90 ) m bh 6,267,000 38 Pintu Sorong baja type 6A ukuran ( B=1.60-2.00)&(H=0.90-1.35 ) m bh 6,614,000 39 Pintu Sorong baja type 7A ukuran ( B=2.10-2.50)&(H=1.35-1.70 ) m bh 7,173,000 40 bh 26,565,000 41 bh 33,206,000 42 bh 41,175,000 43 bh 46,488,000 44 Pintu Skot Balk Jati Jateng bh 25,137,000 45 Pintu Skot Balk Jati Jabar bh 14,798,000

- -

1 Bambu Diameter 5 s/d 7 cm btg 5,000 2 Bambu Diameter 7 s/d 10 cm btg 7,000 3 Bambu Gombong btg 16,000 4 Dolken 5 s.d 7 btg 14,000 5 Dolken 7 s.d 10 btg 18,000 6 Kayu Balok Borneo 6/12, 8/12, 8/15 * m3 4,290,000 7 Kayu Balok Borneo Super m3 4,290,000 8 Kayu Balok Damar Laut 6/12, 8/12, 8/15* m3 5,445,000 9 Kayu Balok Kamper Banjar 6/12, 8/12, 8/15* m3 5,720,000

10 Kayu Balok Kamper Medan ( Kruing ) m3 5,720,000 11 Kayu Balok Kamper Medan 6/12, 8/12, 8/15* m3 5,720,000 12 Kayu Balok Kamper Samarinda m3 5,720,000 13 Kayu Balok Kayu Gunung Klas II 6/12, 8/12, 8/15* m3 2,117,000 14 Kayu Balok Rasamala* m3 3,190,000 15 Kayu Jati Jabar Ø 40 CM ke bawah m3 8,470,000 16 Kayu Jati Jabar Tua Lepas Mata dari Ø 80 CM ke atas m3 12,100,000 17 Kayu Jati Jateng Tua Lepas Mata dari Ø 80 CM ke atas m3 15,125,000 18 Kayu Jati Jatim Lepas Mata dari Ø 80 CM ke atas m3 18,755,000 19 Kayu Kamper Singkil /Kapur ( Kamper Samarinda Kls II ) m3 18,150,000 20 Kayu Kaso 5/7, 5/10 Borneo* m3 4,290,000 21 Kayu Kaso 5/7, 5/10 Kamper Banjar* m3 5,720,000 22 Kayu Kaso 5/7, 5/10 Kamper Medan* m3 5,720,000 23 Kayu Kaso 5/7, 5/10 Kayu Gunung Klas II* m3 2,117,000 24 Kayu Klas II ( Cayur )* Sekelas Rasamala m3 2,117,000 25 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* btg 7,000 26 Kayu Papan /Kayu Gunung Klas III ( Albasia )* m3 907,000 27 Kayu Papan Borneo* m3 4,290,000 28 Kayu Papan Damar Laut* m3 6,050,000 29 Kayu Papan Kamper Banjar* m3 5,720,000 30 Kayu Papan Kamper Medan ( Kruing ) m3 5,720,000 31 Kayu Papan Kamper Medan* m3 5,720,000 32 Kayu Papan Kamper Samarinda m3 6,050,000

Mistar Ukuran Panjang 0.50 - 1.00 meter (feil schal)Mistar Ukuran Panjang 1.00 - 1.50 meter (feil schal)Mistar Ukuran Panjang 1.50 - 2.00 meter (feil schal)Mistar Ukuran Panjang 2.00 - 3.00 meter (feil schal)Mistar Ukuran Panjang 3.00 - 4.00 meter (feil schal)

Plat Tanda Muka Air / Peil Schaal

Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.00 m;H=1.60 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.20 m;H=1.70 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.50 m;H=1.80 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 2.00 m;H=2.00 m

G. BAHAN KAYU BERIKUT BAHAN JADINYA


33 Kayu Reng 2/3 Kamper Banjar m' 1,000 34 Kayu Reng 2/3 Kamper Medan m3 5,720,000 35 Kayu Stootwerk btg 9,000 36 List Frofil Kamper 1 cm m' 2,000 37 List Frofil Kamper 2 cm m' 3,000 38 List Frofil Kamper 4 cm m' 8,000 39 List Frofil Kamper 5 cm m' 12,000 40 List Frofil Kamper 10 cm m' 22,000


41 Pegangan Tangga Profil Jati m' 108,000 42 Pegangan Tangga Profil Kamper m' 30,000 43 Batang kelapa (Ø 30cm p=6 m) btg

H. BAHAN PENUTUP RANGKA PLAFOND1 Bahan Plapon Hardpleks 5 mm 120 x 240 cm lbr 72,000 2 Eternit 1x1 M2 bh 7,000 3 Eternit 1x1 M2 peti 42,000 3 Gypsun 120 x 240 cm , t = 9 mm ex DN lbr 62,000

I. BAHAN KAYU LAPIS DAN DINDING PELAPIS1 Fornika ukuran 120x240 cm Lbr 65,000 2 Jabar Wood 4 mm Lbr 62,000 3 Melamin 4 mm 120 x 240 Lbr 62,000 4 Multiplek 6 mm 120 x 240 Lbr 90,000 5 Multiplek 9 mm 120 x 240 Lbr 94,000 6 Multiplek 12 mm 120 x 240 Lbr 108,000 7 Multiplek 18 mm 120 x 240 Lbr 139,000 8 Plywood 4 mm 120 x 240 Lbr 48,000 9 Plywood 9mm 120 x 240 Lbr 96,000

10 Plywood 18 mm 120 x 240 Lbr 145,000 11 Teakwood 3 mm 120 x 240 Lbr 72,000 12 Teakwood 3 mm Uk/ Pintu Lbr 121,000 13 Teakwood 4 mm 120 x 240 Lbr 102,000 14 Teakwood 4 mm Uk/ Pintu Lbr 84,000 15 Triplek 3 mm 120 x 240 Lbr 42,000 16 Triplek 4 mm 120 x 240 Lbr 60,000 17 m2 9,000 18 m2 6,000 19 m2 10,000 20 Triplek 4 mm Uk/ Pintu Lbr 84,000

J. BAHAN FINISHING : LABURAN, PENGISIAN DAN ALATNYA1 Ampelas Lbr 6,000 2 Cat Besi Kg 32,000 3 Cat Bron Kg 30,000 4 Cat Genting Kg 14,000 5 Cat Kayu stara AVIAN Kg 33,000 6 Cat Kayu stara SIEV Kg 30,000 7 Cat Marka / Spotlight Kg 36,000 8 Cat Plincote Kg 18,000 9 Cat Soligneum Galon /5 Ltr 30,000

10 Cat Tahan Asam Kg 42,000 11 2.5 KG 242,000 12 2.5 KG 175,000 13 Gall 60,000 14 Kg 12,000 15 Kg 12,000 16 Kg 30,000 17 Dempul Kayu Kg 12,000 18 Kape Kayu Bh 6,000 19 Kape Tembok Bh 6,000 20 Kuas 3 " bh 8,000 21 Kuas 4 " bh 10,000 22 Kumpon Kg 3,000 23 Meni Kayu /Besi Kg 18,000 24 Oker Coklat Kg 24,000 25 Oker Putih Kg 24,000 26 Plamir Cat Kg 12,000 27 Plamir Tembok Kg 12,000 28 Rol cat Tembok Bh 12,000 29 Sincromat Kg 10,000 30 Sirlak Ex India Kg 72,000 31 Spirtus Ltr 9,000 32 Terpentin Ltr 6,000

Bilik ( dengan kulit /Hinis )Bilik ( tanpa Kulit )Bilik ( corak khusus /Besar )

Cat Tembok setara ICI EksteriorCat Tembok setara ICI interior ( Flapond & Dinding )Cat Tembok setara SanlexCat Tembok setara SanlexCat Tembok setara Sanlex ( Putih )Dempul Halus (Wood Filler) setara INFRA


33 Tiner A Ltr 7,000 34 Ltr 15,000 35 Water Profing Emulision Kg 72,000 36 Vernis Kg 12,000

Tiner setara ND


K. BAHAN KACA1 Glass Block 20 x 20 ex DN bh 20,000 2 Glass Block 20 x 20 ex LN bh 24,000 3 Kaca Polos 2 mm m2 42,000 4 Kaca Polos 3 mm m2 48,000 5 Kaca Polos 5 mm m2 60,000 6 Kaca Ryben 5 mm m2 66,000 7 Kaca Ryben 12 mm m2 149,000

L. BAHAN PAKU DAN MUR-BAUT1 Angker Mur Baut Ø19, panjang 60 cm bh 18,000 2 Baut /Mur Kg 12,000 3 Beugel Kuda-kuda Kg 12,000 4 Dak Angker Kg 8,000 5 bh 10,000 6 Mur Baut Biasa Ø 19 s/d 16 ( 15 cm ) bh 4,800 7 Mur Baut HTM Ø 19 s/d 16 cm bh 7,800 8 Kg 12,000 9 Paku Beton 2 cm s/d 5 cm bh 1,200

10 Paku Cacing Kg 12,000 11 Bh 300 12 Piser Ø 12 s/d 20 cm bh 3,500

- M. BAHAN SANITER -

1 Bak fibreglass Bh 78,000 2 Unit 786,000 3 Unit 1,028,000 4 bh 90,000 5 Closet Jongkok Porselin Warna bh 108,000 6 Floor Drain /Saringan KM stenless steel bh 18,000 7 Kran Bebek 1/2 " bh 72,000 8 Kitchen Zink Stailess Lengkap Sipon & Sparing bh 133,000 9 Kitchen Zink Stailess Standar lokal ( 1 Lobang ) bh 145,000

10 Kitchen Zink Stailess Non Standar franke ( 1 Lobang ) bh 169,000 11 Kitchen Zink Stailess Non Standar franke ( 2 Lobang ) bh 338,000 12 bh 181,000 13 Kran Tembok 1/2 " bh 42,000 14 Kran Tembok 3/4 " bh 27,000 15 Penyekat Urinoir Lbr 193,000 16 Seal tape Set 3,000 17 bh 193,000 18 bh 54,000 19 bh 12,000 20 bh 48,000 21 Tempat Sabun Porselin bh 114,000 22 bh 435,000 23 Unit 363,000 24 bh 242,000 25 bh 484,000 26 Bh 423,000 27 Bh 605,000 28 Tangki Fiber Glass 3m3 Bh 6,600,000 29 Tangki Fiber Glass 6m3 Bh 36,300,000

- -

N. BAHAN PENUTUP ATAP - 1 Aksesoris nat bh 4,500 2 Asbes Gelombang besar Lbr 47,000 3 Atap Asbes Gelombang Besar 5 mm 80 x 180 Lbr 100,000 4 Atap Asbes Gelombang Kecil 4 mm 80 x 180 Lbr 20,000 5 Lbr 34,000 6 Lbr 36,000 7 Lbr 21,000 8 Atap Genteng Beton Warna 14,5/m2 m2 91,000 9 Atap Genteng Plentong m2 27,000

Mur Baut 20 cm s/d 35 mm ( berikut ring )

Paku (berbagai macam ukuran /rata-rata)

Paku Kait ( lengkap )

Closet Duduk Keramik LN ( lengkap ) Closet Duduk Warna Standar INA ( lengkap )Closet Jongkok Porselin Putih ( standar )

Kran Panas-Dingin ( standar )

Shower ( dengan tiang )Shower ( tanpa tiang )Stop kran 1 " setara KITStop kran 1¼ " setara KIT

Urinoir Warna Standar ( lengkap )Wastafel Bulat Warna Standar ( lengkap )Wastafel setara merk INA ( lengkap )Wastafel setara merk TOTO LW 230 ( lengkap )Water Thurn 500 liter (standar)Water Thurn 1000 liter (standar)

Atap Fiberglass ( datar ) /Roof light fibreglass Atap Fiber Glass Tebal 90 x 180 ( Gelombang )Atap Fiber Glass Tipis 90 x 180 ( Gelombang )


10 Lbr 15,000 11 Lbr 53,000 12 Bubung Asbes bh 18,000 13 Bubung Morando glasur bh 4,000 14 Bubung Morando natural bh 3,100 15 Bubungan Genteng Beton Pres bh 3,200 16 Bubungan Genteng Plentong bh 2,400

Atap Plastik 80 x 180 ( Gelombang )Atap Seng BJLS 28 /32 90 x 180 ( Gelombang )


17 Genteng Palentong bh 1,100 18 Genteng Beton Pres bh 3,600 19 Genteng Cisangkan bh - 20 Genteng Morando Glasur 18 bh/m2 bh 1,800 21 Genteng Morando Natural 18 bh/m2 bh 1,500 22 Genting Bubungan bh 2,100 23 Atap Fiber Setara Canopy m2 165,000

- O. BAHAN MEKANIKAL & ELEKTRIKAL ( ME ) -

1 Arde /box schreeng Ls 21,000 2 Box Sikring In-bouw C4 bh 36,000 3 Box Sikring Out-bouw C1 + Patron Broco bh 36,000 4 BP dan UJL 1200 Watt + tiang 2 Bh Ls 3,194,000 5 BP dan UJL 1300 Watt Ls 1,235,000 6 BP dan UJL 900 Watt Ls 1,375,000 7 BP dan UJL 2200 Watt Ls 2,557,000 8 Canopy Impralon m2 423,000 9 Jarum Penangkal Petir 16 s.d19 Unit 60,000

10 Kawat Penagkal Petir ( Tembaga ) 16 Kg 66,000 11 Lampu Baret 30 cm + Neon Set 262,000 12 Lampu Dinding bh 263,000 13 Lampu Down Light sedang bh 55,000 14 Lampu Gantung Uk. Besar Unit 1,916,000 15 Lampu Gantung uk. Kecil Unit 423,500 16 Lampu Gantung uk. Sedang Unit 605,000 17 Lampu Hologin 500 Watt + Box bh 239,500 18 Lampu Mercury 60 Watt bh 239,500 19 Lampu Pijar 25 Watt bh 4,200 20 Lampu Pijar 40 Watt bh 7,200 21 Lampu SLE 15 Watt bh 30,200 22 Lampu SL 18 Watt bh 48,400 23 Lampu Sorot Philips 40 Watt bh 48,400 24 Lampu spot light 120 Watt / 150 Watt bh 36,300 25 Lampu spot light 300 Wattt bh 519,000 26 Lampu Tanam bh 119,000 27 Lampu TL 1 x 20 Watt bh 36,000 28 Lampu TL 1 x 40 Watt bh 42,000 29 Lampu TL 2 x 20 Watt bh 48,000 30 Lampu TL RM 2 x 20 Watt bh 279,000 31 Lampu TL RM 4 x 20 Watt bh 479,000 32 MLL 160 Watt bh 127,000 33 Panel LP-A bh 254,000 34 Panel LP-B bh 381,000 35 Panel LP-C bh 242,000 36 Panel LP-D bh 242,000 37 Panel LP-E bh 242,000 38 Panel SDP bh 133,000 39 Pasang telepon Ls 1,512,000 40 Saklar Ganda Broco bh 14,500 41 Saklar tunggal Broco bh 10,500 42 Stop kontak Broco bh 10,500 43 Tiang Listrik bh 4,840,000 44 Titik Cahaya Ttk 79,500 45 Trafo 80 Watt / 220 bh 393,000 46 Box Street bh 105,000 47 Genset STC 20 Kw Mesin Hopper Starter Setara Produk Cina bh 15,950,000 48 Kabel NYY 3x6,5mm m 27,500 49 Kabel NYY 3x10mm m 44,000


P. BAHAN ALAT PENGGANTUNG KUNCI1 Engsel Jendela bh 7,200 2 bh 3,000 3 Engsel Pintu bh 12,500 4 bh 30,000 5 Espangnolet Psg 25,000 6 Grendel 15 cm bh 18,000 7 Grendel 5 cm bh 6,000 8 Hak Angin Biasa Psg 18,000 9 Hak Angin endok Stanless/Kuningan bh 30,000

10 Hak Angin Jendela Antik Psg 18,000 11 Hak Angin Kait Jendela Biasa Psg 4,500 12 bh 108,000 13 bh 78,000 14 Kunci Gembok bh 18,000 15 Kunci tanam Antik bh 24,000 16 bh 60,000 17 bh 36,000 18 bh 54,000 19 bh 24,000 20 bh 42,000 21 bh 48,000 22 bh 72,000 23 Rel Henderson Lengkap bh 302,000 24 Rel Maraton 1 Pintu Unit 193,000 25 Slot Jendela bh 3,500 26 Slot Pintu Berikut Rantai Set 48,000 27 Kunci lemari bh 9,000 28 Tarikan Almari Rata - rata bh 6,000 29 Tarikan Pintu Almunium bh 36,000

- Q. BAHAN PENGISAP SUMUR AIR DALAM -

1 Depp Well dengan kelengkapannya Kap.150 Ltr/menit Unit 272,250,000 2 Gear Pump Kap./Menit Unit 18,392,000 3 Hand Oil pump Unit 5,324,000 4 Unit 471,000 5 Unit 145,000 6 Unit 435,000 7 Unit 871,000 8 Pompa Kodok Unit 246,000 9 Unit 326,000

10 Unit 907,000 11 Unit 1,331,000 12 Pompa Sumbersible Kap 150 Liter/menit 3 KW Unit 32,428,000 13 Pompa Sentripugal Kap 2L/D Head 65M Unit 11,781,000

R. ALAT TUKANG 1 Cangkul bh 29,000 2 Karbit Kg 12,000 3 Linggis bh 49,000 4 Palu bh 19,800 5 Pengki bh 9,900 6 Rool Meter 30 Meter ( Bahan besi ) bh 66,000 7 Rool Meter 5 Meter ( Bahan besi ) bh 10,500 8 Singkup bh 42,900 9 Slang Plastik untuk Water Pas di.0.5cm m' 1,300

10 Water Pass Alumunium bh 34,000

Engsel Jendela setara UNION

Engsel Pintu setara UNION

Kunci 2 Slaag setara "ANCOR" / "ASTON"Kunci tanam setara TESA

Kunci Kamar Bulat setara merk ALFAKunci Kamar Bulat setara BiasaKunci KM/WC setara Merk ALFAKunci Silinder setara ALFA untuk Pintu AlumuniumKunci Slaag setaraANCOR ASLIKunci Slaag setara ISOKunci Slaag Silinder setara SEIS Asli Type 210 s.d 226

Pompa setara Dragon AsliPompa setara Dragon TegalPompa Jet-Pump 250 W setara SANYOPompa Jet-Pump 450 W setara SANYO

Pompa listrik 100 Watt setara "SANYO"Pompa listrik 250 Watt setara "SANYO"Pompa listrik 500 Watt setara "SANYO"


S. STANDAR SEWA ALAT BERAT, TRUK, KENDARAAN RODA EMPAT, DLL1 Aspalt Finisher Jam 110,700 2 Aspalt Miixing Plant Jam 706,000 3 Aspalt mileting Kalte Jam 106,000 4 Aspalt Spayer Jam 41,000 5 Exavator Backoe ( Short ) Jam 249,000 6 Exavator Backoe ( Long ) Jam 315,000 7 Buldozer 100 - 150 HP( E.04 ) Jam 199,000 8 Concrete Mixer 0.125 M3 Jam 23,000 9 Concrete Mixer 0.3-0.6 m ( E. 06 ) Jam 41,000

10 Concrete Vibrator ( E.20 ) Jam 17,000 11 Tree Wheel Roller Jam 61,000 12 Tandam Roller 6-8 Ton Jam 88,000 13 Tire Roller 8-10 Ton Jam 73,000 14 Roller Vibrator 5-8 Ton Jam 173,000 15 Pedestrian Roller Jam 30,000 16 Roller Pneumatic 8-15 Ton Jam 86,000 17 Wheel Loader 1-1,6 m3 Jam 202,000 18 Crane 10 15 Ton Jam 92,000 19 Genset Jam 23,000 20 Draklint Jam 47,000 21 Track Loader 75 100 HP Jam 123,000 22 Motor Grader 100 HP Jam 188,000 23 Pneumatic Drill Hammer Jam 84,000 24 Ship Foot Roller Jam 152,000 25 Stone Crusher Jam 358,000 26 Teractor Equipnment Jam 69,000 27 Screening Plent Jam 86,000 28 Spreyer,Self - Proop 1001 Jam 47,000 29 Tamper, Viberator Plate Jam 23,000 30 Crusher / SCB Jam 357,000 31 Concerate Viberator Jam 17,000 32 Pick Up Jam 42,000 33 Dump Truck 3-4 m3 Jam 73,000 34 Dump Truck 5 Ton 125 HP Jam 88,000 35 Flatbad Truck 3,5 Ton Jam 60,000 36 Truck 3/4 Jam 47,000 37 Truck Fuso Jam 60,000 38 Mesin Las Listrik 18 PK Jam 34,000 39 Mesin Pompa Air 3" Jam 17,000 40 Jack Hammer Jam 17,000 41 Compressor 4000 - 6500/m( E.05 ) Jam 47,000 42 Pump Water 70 100 mm Jam 14,000 43 Trailler, Towed 1 Ton Jam 188,000 44 Water Tank 3000 - 4500 Liter Jam 73,000

T. BAHAN LANTAI DAN PELAPIS DINDING1 m2 /Dus 38,000 2 Keramik 40 x 40 KW I DN Warna m2 /Dus 41,000 3 m2 /Dus 30,000 4 Keramik 30 x 30 KW I DN Warna m2 /Dus 36,000 5 m2 /Dus 27,000 6 Keramik 20 x 20 KW I DN Warna m2 /Dus 39,000 7 m2 /Dus 30,000 8 Keramik 20 x 25 KW I DN Warna m2 /Dus 39,000 9 m2 /Dus 36,000

10 Tegel Warna 30 x 30 cm bh 1,700

Keramik 40 x 40 KW I DN ( polos)

Keramik 30 x 30 KW I DN Putih ( polos)


Keramik 20 x 25 KW I DN ( Polos )

Keramik 10 x 20 KW I DN Warna ( anti selip)


U. BAHAN-BAHAN LAINNYA1 Alumunium 0.10 mm Lbr 33,000 2 Alumunium 0.30 mm Lbr 72,000 3 Kusen Pintu WC PVC Set 242,000 4 Kusen Pintu WC Aluminium Set 93,000

V. HARGA BBM1 Premium Ltr 4,500 2 Minyak Solar Ltr 4,300 3 Residu /Ter Ltr4 Plux Oil Ltr5 Minyak Bakar Ltr 2,500 6 Olie SAE (Mesran, Pertamina) Ltr 19,800

Tasikmalaya, Nopember 2007

TIM SURVEY HARGA UPAH DAN BAHANBIDANG PEKERJAAN UMUMTAHUN ANGGARAN 2008

1 Ir. Agus Hendarto Bidang Pengembangan Permukiman( ………………………………………..….. )

2 Wahidin, BE. Bidang Tata Kota( ………………………………………..….. )

3 Toni Antoni, ST. Bidang Tata Kota( ………………………………………..….. )

4 Dedie Mulyana, S.Sos. Bagian Umum( ………………………………………..….. )

5 Drs. R. Endang Suprijatna Bidang PSDA( ………………………………………..….. )

6 Sudrajat, ST. Bidang Prasarana Jalan dan Jembatan( ………………………………………..….. )

7 Dadang Suryaman, BE. Bidang Prasarana Jalan dan Jembatan( ………………………………………..….. )

8 Herdiana Bidang PSDA( ………………………………………..….. )

9 Sandi Lesmana, ST. Bidang Pengembangan Permukiman( ………………………………………..….. )

10 Endang Tarsidin Bagian Umum( ………………………………………..….. )

Mengetahui,

Kepala Dinas Pekerjaan Umum Kepala Bagian Tata UsahaKota Tasikmalaya Dinas Pekerjaan Umum Kota Tasikmalaya

H. I r a w a n Drs. Ivan Dicksan Hasanuddin, MSi.NIP. 480 074 157 NIP. 480 166 262

( Ketua )

( Wakil Ketua )

( Sekretaris )

( Anggota )

( Anggota )

( Anggota )

( Anggota )

( Anggota )

( Anggota )

( Anggota )

DAFTAR HARGA TERTINGGI UPAH TENAGA KERJABIDANG PEKERJAAN UMUM KOTA TASIKMALAYA

TAHUN ANGGARAN 2009

JENIS TENAGA KERJA SATUANNo HARGA (Rp)

1 Pekerja HOK 30,000 2 HOK 31,500 3 HOK 32,500 4 Tukang Gali HOK 35,500 5 HOK 32,500 6 HOK 38,500 7 Kepala Tukang Batu HOK 42,000 8 HOK 35,500 9 HOK 42,000

10 Kepala Tukang Kayu HOK 42,000 11 HOK 30,000 12 HOK 35,500 13 Kepala Tukang Cat / Plitur HOK 42,000 14 HOK 41,000 15 HOK 41,000 16 Kepala Tukang Besi Beton HOK 41,000 17 HOK 35,500 18 HOK 41,000 19 Kepala Tukang Besi Frofil HOK 42,000 20 Mandor HOK 41,000 21 Operator Alat Besar HOK 42,000 22 Pembantu Operator / Mekanik HOK 38,500 23 Supir Truk HOK 35,500 24 Kenek Truk / Pembantu Supir Truk HOK 30,000 25 Penjaga Malam HOK 30,000

Pekerja (setengah terampil)Pekerja ( terampil)

Tukang Batu ( setengah terampil)Tukang Batu ( terampil)

Tukang Kayu ( setengah terampil)Tukang Kayu ( terampil)

Tukang Cat / Plitur ( setengah terampil)Tukang Cat / Plitur ( terampil)

Tukang Besi Beton ( setengah terampil)Tukang Besi Beton ( terampil)

Tukang Besi Frofil ( setengah terampil)Tukang Besi Frofil ( terampil)


TAHUN ANGGARAN 2009

JENIS BAHAN BANGUNAN SATUANNo HARGA (Rp)

A. AGREGAT KASAR, BAHAN PEREKAT DAN BAHAN JADINYA1 Abu Batu m3 110,000 2 Tanah Urug m3 43,000 3 m3 87,000 4 Pasir Urug /Bawah lantai m3 65,000 5 Pasir pasang kali m3 109,000 6 Pasir Pasang /gunung m3 65,000 7 Pasir Beton m3 142,000 8 Batu Belah m3 81,000 9 m3 109,000

10 m3 129,000 11 Batu Pecah 1/2 m3 153,000 12 Batu Pecah 2/3 m3 142,000 13 Batu Pecah 3/5 m3 131,000 14 Batu Pecah 5/7 m3 103,000 15 Batu Pecah 10/15 m3 92,000 17 Batu Tempel Hitam ( yang beraturan ) m2 93,000 18 Batako Kecil ( 8x10x20 ) bh 900 19 Batako Besar ( 8x20x30 ) bh 3,000 20 Hollow Block 15 cm (HB-15) /batako lubang bh 2,400 21 Hollow Block 20 cm (HB-20) /batako lubang bh 2,400 22 Teracotta 10 cmx20 cm bh 1,600 23 Bata Merah bh 500 24 Roster Genteng 10cm x 20cm ( Klingker ) bh 2,700 25 Roster Genteng 20cm x 20cm ( Klingker ) bh 2,700 26 Roster Beton 20cm x 20cm bh 3,300 27 Roster Beton 30cm x 30cm bh 4,800 28 Grass Block Natural 6 cm m2 62,000 29 Grass Block Warna 6 cm m2 69,000 30 Grass Block Natural 8 cm m2 69,000 31 Grass Block Warna 8 cm m2 62,000 32 Paving Block Natural 6 cm ( Cisangkan )* m2 55,000 33 Paving Block Natural 6 cm ( Setempat ) m2 38,000 34 Paving Block Warna 6 cm ( Cisangkan )* m2 69,000 35 Paving Block Warna 6 cm ( Setempat ) m2 41,000 36 Paving Block Natural 8 cm ( Cisangkan )* m2 66,000 37 Paving Block Natural 8 cm ( Setempat ) m2 48,000 38 Paving Block Warna 8 cm ( Cisangkan )* m2 69,000 39 Paving Block Warna 8 cm ( Setempat ) m2 52,000 40 Tegel Badak 30x30 Natural m2 28,000 41 Tegel Badak 30x30 Warna m2 - 42 Kanstin Taman Ukuran 11x20 cm - p=0,40 m' (Press) bh - 43 Kanstin Jalan Ukuran 11x20 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 13,000 44 Kanstin Jalan Ukuran 11x40 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 22,000 45 bh - 46 Semen Portland ( PC ) /50 Kg Zak 65,000 47 Semen Portland (PC) Putih Zak 100,000 48 Semen Warna Kg 9,000 49 Redymix Beton K-300 , tanpa pompa ( Selang ) m3 765,000 50 Redymix Beton K-250 , tanpa pompa ( Selang ) m3 695,000 51 Sewa Vibrator Pengecoran/ Hari 218,000 52 Sewa Pompa < 20 m3/M3 146,000

<100 m3 2,195,000

20,000 53 Besi Grill Berikut Pengelasan Kg -

B. BAHAN PENGIKAT KONSTRUKSI JALAN1 Aspal Bitumen Kg 12,000 2 ton 1,147,000 3 ton 1,162,000 4 ton 1,222,000 5 ton 1,155,000 6 ton7 Minyak Tanah liter 2,850


Batu Pecah ( tersaring bergradasi )Batu Pecah 0,5/1 ( Screen )


Penambahan lebih dari 100 M3

Aspal Congcrete (AC-BC) /LastonAspal Congcrete (AC-WC) /Laston #HRS ( Hot Rolled Sheet ) /LatastonATB ( Aspalt Treatment Base )ATBL ( Aspalt Treatment Base Leveling )

8 Kayu Bakar m3 100,000

C. BAHAN LOGAM DAN BAHAN JADINYA1 Besi Plat Kg 18,000 2 Kg 18,000 3 Besi Profil Kg 20,000 4 m2 326,000 5 m2 - 5 Bondek m2 239,000 6 IWF Ex DN SII Kg 22,000 6 WireMesh 6 mm m2 88,000 7 WireMesh 7 mm m2 101,000 8 DOP 2.5" Bh 11,000 9 Kawat Beton Kg 22,000

10 Kawat Duri m' 55,000 11 Kawat Harmonika 4cm m2 27,000 12 Kawat Ram 1x1 cm m2 13,000 13 Kawat Boronjong Ø 3 mm Kg 28,000 14 Kawat Boronjong Ø 4 mm Kg 31,000 15 Kawat Las Listrik Kg 27,000 16 Kawat Tembaga Kg 57,000 17 Timah ( L=1 m x Tebal=1 mm ) Kg 49,000 18 Seng Plat BJLS 30 L= 60 cm (p=100 m) rool 1,499,000 19 Seng Plat BJLS 30 L= 90 cm (P=100 m) rool 2,272,000 20 Seng Plat BJLS 28 " lbr 71,000 21 Sikat Kawat bh 8,900 22 Kg 34,400 23 Lem Fox Kg 12,600 24 Bronjong Kawat D3mm (1,00x0,5x2,00) Bh 402,000 25 Bronjong Kawat D4mm (1,00x0,5x2,00) Bh 471,000 26 Bronjong Kawat D5mm (1,00x0,5x2,00) Bh 681,000 27 Rangka Atap Baja Ringan (Berikut Pemasangan) m2 300,000

D. BAHAN SALURAN AIR KOTOR /BERSIH1 Grefel U-20 cm m' 19,000 2 Grefel U-30 cm m' 23,000 3 Grefel U-40 cm m' 28,000 4 Buis Beton Ø 20 cm ( 1 m') bh 34,000 5 Buis Beton Ø 30 cm ( 1 m') bh 41,000 6 Buis Beton Ø 40 cm ( 1 m') bh 54,000 7 Buis Beton Ø 50 cm ( 1 m') bh 69,000 8 Buis Beton Ø 60 cm ( 1 m') bh 108,000 9 Buis Beton Ø 70 cm ( 0,5 m') bh 84,000

10 Buis Beton Ø 80 cm ( 0,5 m') bh 96,000 11 Buis Beton Ø 100 cm ( 0,5 m') bh 145,000 12 Ijuk ikat 8,000

E. BAHAN PERPIPAAN1 Besi Pipa untuk Hydrant BSP Ø 1" m 22,000 2 Besi Pipa untuk Hydrant BSP Ø 1,25" m 24,000 3 Besi Pipa untuk Hydrant BSP Ø 1,5" m 30,000 4 Besi Pipa untuk Hydrant BSP Ø 2" m 31,000 5 Pipa Galvanis Ø 1/2" (Ligth) m 15,000 6 Pipa Galvanis Ø 3/4" (Ligth) m 19,000 7 Pipa Galvanis Ø 1" (Ligth) m 25,000 8 Pipa Galvanis Ø 1 1/4" (Ligth) m 32,000 9 Pipa Galvanis Ø 1 1/2" (Ligth) m 37,000

10 Pipa Galvanis Ø 2" (Ligth) m 52,000 11 Pipa Galvanis Ø 2 1/2" (Ligth) m 80,000 12 Pipa Galvanis Ø 3" (Ligth) m 93,000 13 Pipa Galvanis Ø 4" (Ligth) m 121,000 14 m 72,000 15 m 113,000 16 m 194,000 17 m 435,000 18 Talang 4 M' btg 6,000

Besi Beton Polos (ukuran rata rata)

Pagar BRC lengkap tiang ( tanpa pondasi t=90 cm)Pagar BRC lengkap tiang ( tanpa pondasi t=180 cm)


Pipa Ø 1-1/4" Black Steel /SII MED APipa Ø 2" Black Steel /SII MED APipa Ø 3" Black Steel /SII MED APipa Ø 6" Black Steel /SII MED A

19 Gantungan Plat bh 1,000 20 Gantungan Plastik bh 600 21 Pipa PVC Diameter Ø 1/2 " (Tipe AW Setara Maspion) m 2,400 22 Pipa PVC Diameter Ø 3/4 " (Tipe AW Setara Maspion) m 3,400 22 Pipa PVC Diameter Ø 1 " (Tipe AW Setara Maspion) m 4,000 23 Pipa PVC Diameter Ø 1 1/2 " (Tipe AW Setara Maspion) m 6,000 24 Pipa PVC Diameter Ø 2 " (Tipe AW Setara Maspion) m 8,000 25 Pipa PVC Diameter Ø 1/2 " (Tipe AW Setara Wavin) m 5,000 26 Pipa PVC Diameter Ø 3/4 " (Tipe AW Setara Wavin) m 7,000 27 Pipa PVC Diameter Ø 1 " (Tipe AW Setara Wavin) m 10,000 28 Pipa PVC Diameter Ø 1 1/4 " (Tipe AW Setara Wavin) m 15,000 29 Pipa PVC Diameter Ø 1 1/2 " (Tipe AW Setara Wavin) m 17,000 30 Pipa PVC Diameter Ø 2 " (Tipe AW Setara Wavin) m 22,000 31 Pipa PVC Diameter Ø 2 1/2 " (Tipe AW Setara Wavin) m 32,000 32 Pipa PVC Diameter Ø 3 " (Tipe AW Setara Wavin) m 44,000 33 Pipa PVC Diameter Ø 4 " (Tipe AW Setara Wavin) m 73,000 34 Pipa PVC Diameter Ø 5 " (Tipe AW Setara Wavin) m 121,000 35 Pipa PVC Diameter Ø 6 " (Tipe AW Setara Wavin) m 170,000 36 Pipa PVC Diameter Ø 8 " (Tipe AW Setara Wavin) m 291,000 37 Pipa PVC Diameter 20 mm/ Ø 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 3,900 38 Pipa PVC Diameter 25 mm/ Ø 3/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 5,800 39 Pipa PVC Diameter 32 mm/ Ø 1 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 9,900 40 Pipa PVC Diameter 40 mm/ Ø 1 1/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 14,500

41 Pipa PVC Diameter 50 mm/ Ø 1 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 22,000 42 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 35,000 43 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 50,000 44 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 72,000 45 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 109,000 46 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 174,000 47 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 230,000 48 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Bell End ) m 36,000 49 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Bell End ) m 52,000 50 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Bell End ) m 75,000 51 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Bell End ) m 112,000 52 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Bell End ) m 181,000 53 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Bell End ) m 236,000 54 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 29,000 55 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 41,000 56 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 59,000 57 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 87,000 58 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 143,000 59 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 188,000 60 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 291,000 61 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 365,000 62 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 455,000 63 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 726,000 64 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 30,000 65 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 42,000 66 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 62,000 67 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 91,000 68 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 150,000 69 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 194,000 70 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 301,000 71 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 380,000 72 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 472,000 73 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 763,000 74 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 969,000 75 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 1,241,000 76 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 1,998,000 77 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 3,180,000 78 Pipa HDPE PE Diameter 20 mm/ Ø 1/2 "(Setara Vinilon PE100 S5 - SDR 11 PN 16) m 5,800 79 Pipa HDPE PE Diameter 25 mm/ Ø 3/4 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 7,700 80 Pipa HDPE PE Diameter 32 mm/ Ø 1 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 20,000 81 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 31,000 82 Pipa HDPE PE Diameter 63 mm/ Ø 2 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 49,000 83 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 68,000 84 Pipa HDPE PE Diameter 90 mm/ Ø 3 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 99,000 85 Pipa HDPE PE Diameter 110 mm/ Ø 4 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 148,000 86 Pipa HDPE PE Diameter 125 mm/ Ø 5 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 192,000 87 Pipa HDPE PE Diameter 160 mm/ Ø 6 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 314,000 88 Pipa HDPE PE Diameter 180 mm/ Ø 7 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 397,000 89 Pipa HDPE PE Diameter 200 mm/ Ø 8 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 490,000 90 Pipa HDPE PE Diameter 225 mm/ Ø 9 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 620,000 91 Pipa HDPE PE Diameter 250 mm/ Ø 10 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 762,000 92 Pipa HDPE PE Diameter 315 mm/ Ø 12 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,211,000 93 Pipa HDPE PE Diameter 355 mm/ Ø 14 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,537,000 94 Pipa HDPE PE Diameter 400 mm/ Ø 16 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,951,000 95 Pipa HDPE PE Diameter 450 mm/ Ø 18 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 2,671,000

96 Pipa HDPE PE Diameter 500 mm/ Ø 20 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 3,297,000 97 Pipa HDPE PE Diameter 630 mm/ Ø 24 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 5,233,000 98 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 25,000 99 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 40,000

100 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 56,000 101 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 81,000 102 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 122,000 103 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 158,000 104 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 259,000 105 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 329,000 106 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 403,000 107 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 512,000 108 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 631,000 109 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,002,000 110 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,271,000 111 Pipa HDPE PE Diameter 400 mm/ Ø 15"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,613,000 112 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 2,208,000 113 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 2,725,000 114 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 4,321,000 115 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 6,964,000 116 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 20,000 117 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 33,000 118 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 47,000 119 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 68,000 120 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 101,000 121 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 129,000 122 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 212,000 123 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 268,000 124 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 331,000 125 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 421,000 126 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 516,000 127 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 821,000

128 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,045,000 129 Pipa HDPE PE Diameter 400 mm/ Ø 16"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,320,000 130 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,809,000 131 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 2,229,000 132 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 3,539,000 133 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 4,437,000 134 Pipa HDPE PE Diameter 800 mm/ Ø 32]"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 5,708,000 135 Pipa HDPE PE Diameter 900 mm/ Ø 35"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 7,189,000 136 Pipa HDPE PE Diameter 1000 mm/ Ø 40"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 8,924,000 137 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 17,000 138 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 27,000 139 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 38,000 140 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 55,000 141 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 83,000 142 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 106,000 143 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 174,000 144 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 219,000 145 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 272,000 146 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 343,000 147 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 420,000 148 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 667,000 149 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 847,000 150 Pipa HDPE PE Diameter 400 mm/ Ø 15"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,080,000 151 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,477,000 152 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,822,000 153 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 2,881,000 154 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 3,617,000 155 Pipa HDPE PE Diameter 800 mm/ Ø 32"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 4,650,000 156 Pipa HDPE PE Diameter 900 mm/ Ø 35"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 5,835,000 157 Pipa HDPE PE Diameter 1000 mm/ Ø 40"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 7,270,000 158 Pipa HDPE PE Diameter 1200 mm/ Ø 48"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 10,461,000 159 Straight Coupling Compresion OD 40 mm buah 55,000 160 Straight Coupling Compresion OD 50 mm buah 62,000 161 Straight Coupling Compresion OD 63 mm buah 94,000 162 Straight Coupling Compresion OD 75 mm buah 120,000 163 Straight Coupling Compresion OD 90 mm buah 269,000 164 Straight Coupling Compresion OD 110 mm buah 751,000 165 Clamp Saddle OD 63 x 1" buah 28,000 166 Clamp Saddle OD 63 x 1 1/4" buah 38,000 167 Clamp Saddle OD 75 x 1" buah 46,000 168 Clamp Saddle OD 90 x 1" buah 52,000 169 Clamp Saddle OD 90 x 1 1/4" buah 74,000 170 Clamp Saddle OD 90 x 2" buah 79,000 171 Clamp Saddle OD 110 x 1" buah 96,000 172 Clamp Saddle OD 110 x 1 1/4" buah 96,000 173 Clamp Saddle OD 110 x 2" buah 96,000

174 Clamp Saddle OD 160 x 1" buah 132,000 175 Clamp Saddle OD 160 x 1 1/4" buah 157,000 176 Ferrrule Threaded with knife dia 1 1/4" x 3/4" buah 138,000 177 Ferrrule Compression Join with knife dia 1 1/4" x 25mm buah 138,000 178 Male Thread adaptor OD 40 x 1 1/4" buah 21,000 179 Male Thread adaptor OD 50 x 1 1/2" buah 30,000 180 Male Thread adaptor OD 63 x 2" buah 42,000 181 Male Thread adaptor OD 75 x 2 1/2" buah 66,000 182 Male Thread adaptor OD 90 x 3" buah 135,000 183 Male Thread adaptor OD 110 x 4" buah 369,000 184 buah 31,000 185 buah 35,000 186 buah 58,000 187 buah 86,000 188 buah 201,000 189 buah 492,000 190 buah 11,000 191 buah 49,000 192 buah 58,000 193 buah 92,000 194 buah 126,000 195 buah 286,000 196 buah 764,000 197 Female Theaded Adaptor OD 110 x 4 " buah 388,000 198 Female Theaded Elbow OD 110 x 4 " buah 798,000 199 End Cap OD 40 mm buah 23,000 200 End Cap OD 50 mm buah 27,000 201 End Cap OD 63 mm buah 38,000 202 End Cap OD 75 mm buah 59,000 203 End Cap OD 90 mm buah 121,000 204 End Cap OD 110 mm buah 368,000 205 Equal Tee OD 40 mm buah 78,000 206 Equal Tee OD 50 mm buah 81,000 207 Equal Tee OD 63 mm buah 124,000 208 Equal Tee OD 75 mm buah 176,000 209 Equal Tee OD 90 mm buah 374,000 210 Equal Tee OD 110 mm buah 791,000 211 Reducing Coupler OD 63 x 32 mm buah 52,000 212 Reducing Coupler OD 63 x 40 mm buah 66,000 213 Reducing Coupler OD 63 x 50 mm buah 66,000 214 Reducing Coupler OD 75 x 50 mm buah 80,000

215 Reducing Coupler OD 75 x 63 mm buah 89,000 216 Reducing Coupler OD 90 x 63 mm buah 207,000 217 Reducing Coupler OD 110 x 63 mm buah 658,000 218 Reducing Coupler OD 110 x 75 mm buah 663,000 219 Reducing Coupler OD 110 x 90 mm buah 479,000 220 Reducing Tee OD 110 x 63 mm buah 909,000 221 Reducing Tee OD 110 x 75 mm buah 909,000 222 Reducing Tee OD 110 x 90 mm buah 909,000 223 Ts. Faucet Socket (Inj) Ø 1/2" x 1/2" buah 11,000 224 Ts. Faucet Socket (Inj) Ø 3/4" x 3/4" buah 14,000 225 Ts. Faucet Socket (Inj) Ø 1" x 1" buah 23,000 226 Ts. Faucet Socket (Inj) Ø 1 1/4" x 1 1/4" buah 26,000 227 Ts. Faucet Socket (Inj) Ø 1 1/2" x 1 1/2" buah 35,000 228 Ts. Faucet Socket (Inj) Ø 2" x 2" buah 50,000 229 Ts. Faucet Socket (Inj) Ø 3" x 3" buah 151,000 230 Ts. Faucet Socket (Inj) Ø 4" x 4" buah 224,000 231 Ts. Faucet Tee (Inj) Ø 1/2" x 1/2" buah 1,600 232 Ts. Faucet Tee (Inj) Ø 3/4" x 3/4" buah 2,000 233 Ts. Faucet Knee (Inj) Ø 1/2" x 1/2" 1,600 234 Ts. Faucet Knee (Inj) Ø 3/4" x 3/4" buah 2,600 235 Ts. Valve Socket (Inj) Ø 1/2" buah 5,600 236 Ts. Valve Socket (Inj) Ø 3/4" buah 6,100 237 Ts. Valve Socket (Inj) Ø 1" buah 6,100 238 Ts. Valve Socket (Inj) Ø 1 1/4" buah 9,700 239 Ts. Valve Socket (Inj) Ø 1 1/2" buah 17,000 240 Ts. Valve Socket (Inj) Ø 2" buah 28,000 241 Ts. Valve Socket (Inj) Ø 3" buah 91,500 242 Ts. Valve Socket (Inj) Ø 4" buah 177,100 243 Ts. Cap (Inj) Ø 1/2" buah 1,900 244 Ts.Cap (Inj) Ø 3/4" buah 2,800 245 Ts. Cap (Inj) Ø 1" buah 3,700 246 Ts. Cap (Inj) Ø 1 1/4" buah 5,700 247 Ts. Cap (Inj) Ø 1 1/2" buah 8,800 248 Ts. Cap (Inj- Solvent Cement) Ø 2" buah 19,000 249 Ts. Cap (Inj- Solvent Cement) Ø 3" buah 31,000 250 Ts. Cap (Inj- Solvent Cement) Ø 4" buah 38,000

Male Elbow 90º OD 40 x 1 1/4"Male Elbow 90º OD 50 x 1 1/2"Male Elbow 90º OD 63 x 2"Male Elbow 90º OD 75 x 2 1/2"Male Elbow 90º OD 90 x 3"Male Elbow 90º OD 110 x 4"Elbow 90º OD 25 mmElbow 90º OD 40 mmElbow 90º OD 50 mmElbow 90º OD 63 mmElbow 90º OD 75 mmElbow 90º OD 90 mmElbow 90º OD 110 mm

251 Ts. Cap (Inj- Solvent Cement) Ø 6" buah 80,000 252 Ts. Cap (Inj- Rubber Ring) Ø 2" buah 34,000 253 Ts. Cap (Inj- Rubber Ring) Ø 3" buah 62,000 254 Ts. Cap (Inj- Rubber Ring) Ø 4" buah 121,000 255 Ts. Cap (Inj- Rubber Ring) Ø 6" buah 184,000 256 Dresser Joint (C.l + PVC Body ) Ø 2" buah 156,000 257 Dresser Joint (C.l + PVC Body ) Ø 3" buah 248,000 258 Dresser Joint (C.l + PVC Body ) Ø 4" buah 495,000 259 Dresser Joint (C.l + PVC Body ) Ø 6" buah 923,000 260 Dresser Joint (C.l + PVC Body ) Ø 8" buah 1,508,000 261 Dresser Joint (C.l + PVC Body ) Ø 10" buah 2,815,000 262 Dresser Joint (C.l + PVC Body ) Ø 12" buah 3,377,000 263 Dresser Joint (C.l + PVC Body ) Ø 14" buah 3,613,000 264 Dresser Joint (C.l + PVC Body ) Ø 16" buah 4,541,000 265 Ts. Socket - W (Heat Process) Ø 1/2" buah 1,000 266 Ts. Socket - W (Heat Process) Ø 3/4" buah 1,000 267 Ts. Socket - W (Heat Process) Ø 1" buah 3,000 268 Ts. Socket - W (Heat Process) Ø 1 1/4" buah 5,000 269 Ts. Socket - W (Heat Process) Ø 1 1/2" buah 7,000 270 Ts. Socket - W (Heat Process) Ø 2" buah 10,000 271 Ts. Socket - W (Heat Process) Ø 2 1/2" buah 14,000 272 Ts. Socket - W (Heat Process) Ø 3" buah 24,000 273 Ts. Socket - W (Heat Process) Ø 4" buah 48,000 274 Vc. Socket - W (Heat Process) Ø 3" (10 Kg/cm2) buah 24,000 275 Vc. Socket - W (Heat Process) Ø 4" (10 Kg/cm2) buah 48,000 276 Vc. Socket - W (Heat Process) Ø 5" (10 Kg/cm2) buah 78,000 277 Vc. Socket - W (Heat Process) Ø 6" (10 Kg/cm2) buah 146,000 278 Vc. Socket - W (Heat Process) Ø 8" (10 Kg/cm2) buah 329,000 279 Vc. Socket - W (Heat Process) Ø 10" (10 Kg/cm2) buah 597,000 280 Vc. Socket - W (Heat Process) Ø 12" (10 Kg/cm2) buah 848,000 281 Bell Va Socket (Heat Process) Ø 2" (10 Kg/cm2) buah 41,000 282 Bell Va Socket (Heat Process) Ø 3" (10 Kg/cm2) buah 67,000 283 Bell Va Socket (Heat Process) Ø 4" (10 Kg/cm2) buah 108,000 284 Bell Va Socket (Heat Process) Ø 5" (10 Kg/cm2) buah 173,000 285 Bell Va Socket (Heat Process) Ø 6" (10 Kg/cm2) buah 244,000 286 Bell Va Socket (Heat Process) Ø 8" (10 Kg/cm2) buah 439,000 287 Bell Va Socket (Heat Process) Ø 10" (10 Kg/cm2) buah 770,000 288 Bell Va Socket (Heat Process) Ø 12" (10 Kg/cm2) buah 1,263,000 289 buah 29,000 290 buah 34,000 291 buah 35,000 292 buah 44,000 293 buah 61,000 294 buah 69,000 295 buah 79,000 296 buah 95,000 297 buah 95,000 298 buah 107,000 299 buah 133,000 300 buah 180,000

301 buah 266,000 302 buah 312,000 303 buah 371,000 304 buah 431,000 305 buah 463,000 306 buah 531,000 307 buah 629,000 308 buah 909,000 309 buah 814,000 310 buah 913,000 311 buah 1,156,000 312 buah 1,639,000 313 Ts. Elbow (Inj) Ø 1/2" (10 Kg/cm2) buah 2,200 314 Ts. Elbow (Inj) Ø 3/4" (10 Kg/cm2) buah 4,600 315 Ts. Elbow (Inj) Ø 1" (10 Kg/cm2) buah 8,400 316 Ts. Elbow (Inj) Ø 1 1/4" (10 Kg/cm2) buah 15,700 317 Ts. Elbow (Inj) Ø 1 1/2" (10 Kg/cm2) buah 16,900 318 Ts. Elbow (Inj) Ø 2" (10 Kg/cm2) buah 31,600 319 Ts. Elbow (Inj) Ø 2 1/2" (10 Kg/cm2) buah 58,600 320 Ts. Elbow (Inj) Ø 3" (10 Kg/cm2) buah 72,000 321 Ts. Elbow (Inj) Ø 4" (10 Kg/cm2) buah 168,700 322 Ts. Elbow (Inj) Ø 6" (10 Kg/cm2) buah 325,600 323 Ts. Elbow (Inj) Ø 8" (10 Kg/cm2) buah 389,100 324 Ts. Tee (Inj) Ø 1/2" x 1/2" x 1/2"(10 Kg/cm2) buah 1,700 325 Ts. Tee (Inj) Ø 3/4" x 3/4" x 3/4" (10 Kg/cm2) buah 2,700 326 Ts. Tee (Inj) Ø 3/4" x 1/2" x 3/4" (10 Kg/cm2) buah 2,700 327 Ts. Tee (Inj) Ø 1" x 1" x 1" (10 Kg/cm2) buah 5,000 328 Ts. Tee (Inj) Ø 1" x 3/4" x 1" (10 Kg/cm2) buah 6,700

Spigot Bell End (Heat Process) Ø 2" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 2" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 2" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 2" x 90° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 3" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 3" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 3" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 3" x 90° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 4" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 4" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 4" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 4" x 90° (10 Kg/cm2)

Spigot Bell End (Heat Process) Ø 6" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 6" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 6" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 6" x 90° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 8" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 8" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 8" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 8" x 90° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 10" x 11° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 10" x 22° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 10" x 45° (10 Kg/cm2)Spigot Bell End (Heat Process) Ø 10" x 90° (10 Kg/cm2)

329 Ts. Tee (Inj) Ø 1" x 1/2" x 1" (10 Kg/cm2) buah 7,000 330 Ts. Tee (Inj) Ø 1 1/4" x 11/4" x 1 1/4" (10 Kg/cm2) buah 7,400 331 Ts. Tee (Inj) Ø 1 1/4" x 1" x 1 1/4" (10 Kg/cm2) buah 9,900 332 Ts. Tee (Inj) Ø 1 1/4" x 3/4" x 11/4" (10 Kg/cm2) buah 8,900 333 Ts. Tee (Inj) Ø 1 1/4" x 1/4" x 1 1/4" (10 Kg/cm2) buah 9,400 334 Ts. Tee (Inj) Ø 1 1/2" x 1 1/2" x 1 1/2" (10 Kg/cm2) buah 12,000 335 Ts. Tee (Inj) Ø 11/2" x 1 1/4" x 1 1/4(10 Kg/cm2) buah 16,000 336 Ts. Tee (Inj) Ø 1 1/2" x 1" x 1 1/2"(10 Kg/cm2) buah 17,000 337 Ts. Tee (Inj) Ø 1 1/2" x 3/4" x 1 1/2(10 Kg/cm2) buah 18,000 338 Ts. Tee (Inj) Ø 2" x 2" x 2" (10 Kg/cm2) buah 44,000 339 Ts. Tee (Inj) Ø 2" x 1 1/2" x 2" (10 Kg/cm2) buah 44,000 340 Ts. Tee (Inj) Ø 2" x 1 1/4" x2" (10 Kg/cm2) buah 49,000 341 Ts. Tee (Inj) Ø 2" x 1" x 2" (10 Kg/cm2) buah 44,000 342 Ts. Tee (Inj) Ø 2" x 3/4" x 2" (10 Kg/cm2) buah 47,000 343 Ts. Tee (Inj) Ø 3" x 3" x 3" (10 Kg/cm2) buah 123,000 344 Ts. Tee (Inj) Ø 3" x 2" x 3" (10 Kg/cm2) buah 213,000 345 Ts. Tee (Inj) Ø 3" x 1 1/2" x 3" (10 Kg/cm2) buah 220,000 346 Ts. Tee (Inj) Ø 4" x 4" x 4" (10 Kg/cm2) buah 196,000 347 Ts. Tee (Inj) Ø 4" x 3" x 4" (10 Kg/cm2) buah 269,000 348 Ts. Tee (Inj) Ø 4" x 2" x 4" (10 Kg/cm2) buah 269,000 349 Ts. Tee (Inj) Ø 6" x 6" x 6" (10 Kg/cm2) buah 582,000 350 Ts. Tee (Inj) Ø 6" x 4" x 6" (10 Kg/cm2) buah 815,000 351 Ts. Tee (Inj) Ø 6" x 3" x 6" (10 Kg/cm2) buah 815,000 352 Ts. Tee (Inj) Ø 6" x 2" x 6" (10 Kg/cm2) buah 887,000 353 Ts. Reducer (Inj) Ø 3/4" x 1/2" buah 1,900 354 Ts. Reducer (Inj) Ø 1" x 3/4" buah 3,000 355 Ts. Reducer (Inj) Ø 1" x 1/2" buah 3,600 356 Ts. Reducer (Inj) Ø 1 1/4" x 1" buah 5,600 357 Ts. Reducer (Inj) Ø 1 1/4" x 3/4" buah 5,700 358 Ts. Reducer (Inj) Ø 1 1/4" x 1/2" buah 4,100 359 Ts. Reducer (Inj) Ø 1 1/2" x 3/4" buah 6,000 360 Ts. Reducer (Inj) Ø 1 1/2" x 1 1/4" buah 7,700 361 Ts. Reducer (Inj) Ø 1 1/2" x 1" buah 9,000 362 Ts. Reducer (Inj) Ø 2" x 1" buah 10,000 363 Ts. Reducer Socket/Socket SC (Inj) Ø 2" x 1 1/2" buah 18,000 364 Ts. Reducer Socket/Socket SC (Inj) Ø 3" x 2" buah 49,000 365 Ts. Reducer Socket/Socket SC (Inj) Ø 3" x 1 1/2" buah 49,000 366 Ts. Reducer Socket/Socket SC (Inj) Ø 4" x 3" buah 55,000 367 Ts. Reducer Socket/Socket SC (Inj) Ø 4" x 2" buah 65,000 368 Ts. Reducer Socket/Socket SC (Inj) Ø 6" x 4" buah 120,000 369 Ts. Reducer Socket/Socket RR (Inj) Ø 3" x 2" buah 71,000 370 Ts. Reducer Socket/Socket RR (Inj) Ø 4" x 3" buah 100,000 371 Ts. Reducer Socket/Socket RR (Inj) Ø 4" x 2" buah 101,000 372 Ts. Reducer Socket/Socket RR (Inj) Ø 6" x 4" buah 194,000 373 Ts. Reducer Socket/Socket RR (Inj) Ø 6" x 3" buah 186,000 374 Ts. Reducer Socket/Socket RR (Inj) Ø 8" x 6" buah 311,000 375 Ts. Reducer Socket/Socket RR (Inj) Ø 8" x 4" buah 303,000

F. BAHAN FASILITAS PENGAIRAN1 m 194,000 2 m 266,000 3 Lampu Senter Bh 27,000 4 Rantai Kunci kg 19,000 5 Cangkul Bh 48,000 6 Gacok Bh 45,000 7 Mesin Babad Rumput Setara TANAKA Bh 4,629,000 8 Parang Bh 54,000 9 Sabuk Pengaman Bh 65,000

10 Slang Input Pompa Air 2 " m' 33,000

11 Slang Input Pompa Air 4 " m' 83,000 12 Stempet kg 11,000 13 Takel ( Kapasitas 3 Ton ) Bh 609,000 14 Tambang Plastik kg 36,000 15 bh 139,000 16 bh 139,000 17 bh 292,000 18 bh 598,000 19 bh 737,000 20 Papan Nama Bangunan / Nomenklatur bh 139,000 21 Papan Nama Saluran bh 918,000 22 Papan Oprasi Bendung bh 904,000 23 Papan Exploitasi bh 904,000 24 Kotak Baja Penyimpan Data bh 180,000 25 bh 197,000 26 Patok Hektometer ( Pengairan ) bh 139,000 27 Pintu Angkat Type 1.B = 0.30 meter bh 1,263,000 28 Pintu Angkat Type 1.B = 0.40 meter bh 1,482,000 29 Pintu Angkat Type 1.B = 0.50 meter bh 2,079,000

Karet Penyekat Air / Rubber Water Stop Lebar 150 CmKaret Penyekat Air / Rubber Water Stop Lebar 225 Cm

Mistar Ukuran Panjang 0.50 - 1.00 meter (feil schal)Mistar Ukuran Panjang 1.00 - 1.50 meter (feil schal)Mistar Ukuran Panjang 1.50 - 2.00 meter (feil schal)Mistar Ukuran Panjang 2.00 - 3.00 meter (feil schal)Mistar Ukuran Panjang 3.00 - 4.00 meter (feil schal)


30 Pintu Angkat Type II.B = 0.30 meter bh 1,263,000 31 Pintu Angkat Type II.B = 0.40 meter bh 1,943,000 32 Pintu Angkat Type II.B = 0.50 meter bh 2,194,000 33 Pintu Sorong baja type 1A ukuran ( B=0.30-0.60)&(H=0.30-0.60 ) m bh 3,630,000 34 Pintu Sorong baja type 2A ukuran ( B=0.60-0.80)&(H=0.30-1.00 ) m bh 7,260,000 35 Pintu Sorong baja type 3A ukuran ( B=0.30-1.20)&(H=0.40-1.50 ) m bh 9,438,000 36 Pintu Sorong baja type 4A ukuran ( B=1.00-1.00)&(H=0.50-2.00 ) m bh 11,132,000 37 Pintu Sorong baja type 5A ukuran ( B=1.00-1.50)&(H=0.70-0.90 ) m bh 12,487,000 38 Pintu Sorong baja type 6A ukuran ( B=1.60-2.00)&(H=0.90-1.35 ) m bh 13,057,000 39 Pintu Sorong baja type 7A ukuran ( B=2.10-2.50)&(H=1.35-1.70 ) m bh 14,328,000 40 bh 46,827,000 41 bh 53,512,000 42 bh 69,958,000 43 bh 77,583,000 44 Pintu Skot Balk Jati Jateng bh 36,498,000 45 Pintu Skot Balk Jati Jabar bh 24,684,000


10 Kayu Balok Kamper Medan ( Kruing ) m3 8,970,000 11 Kayu Balok Kamper Medan 6/12, 8/12, 8/15* m3 9,315,000 12 Kayu Balok Kamper Samarinda m3 10,350,000 13 Kayu Balok Kayu Gunung Klas II 6/12, 8/12, 8/15* m3 1,932,000 14 Kayu Balok Rasamala* m3 4,140,000 15 Kayu Jati Jabar Ø 40 CM ke bawah m3 5,175,000 16 Kayu Jati Jabar Tua Lepas Mata dari Ø 80 CM ke atas m3 8,280,000 17 Kayu Jati Jateng Tua Lepas Mata dari Ø 80 CM ke atas m3 16,560,000 18 Kayu Jati Jatim Lepas Mata dari Ø 80 CM ke atas m3 16,560,000 19 Kayu Kamper Singkil /Kapur ( Kamper Samarinda Kls II ) m3 9,315,000 20 Kayu Kaso 5/7, 5/10 Borneo* m3 4,140,000 21 Kayu Kaso 5/7, 5/10 Kamper Banjar* m3 7,590,000 22 Kayu Kaso 5/7, 5/10 Kamper Medan* m3 8,280,000 23 Kayu Kaso 5/7, 5/10 Kayu Gunung Klas II* m3 2,392,000 24 Kayu Klas II ( Cayur )* Sekelas Rasamala m3 2,691,000 25 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* 3m btg 15,600 26 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* 2m btg 10,400 27 Kayu Papan /Kayu Gunung Klas III ( Albasia )* m3 1,800,000 28 Kayu Papan Borneo* m3 4,743,000 29 Kayu Papan Damar Laut* m3 10,350,000 30 Kayu Papan Kamper Banjar* m3 7,935,000 31 Kayu Papan Kamper Medan ( Kruing ) m3 10,350,000 32 Kayu Papan Kamper Medan* m3 9,660,000 33 Kayu Papan Kamper Samarinda m3 10,350,000 34 Kayu Reng 2/3 Kamper Banjar m' 6,210,000 35 Kayu Reng 2/3 Kamper Medan m3 7,935,000 36 Kayu Stootwerk btg 10,000 37 List Frofil Kamper 1 cm m' 3,700 38 List Frofil Kamper 2 cm m' 6,300 39 List Frofil Kamper 4 cm m' 6,300 40 List Frofil Kamper 5 cm m' 9,800 41 List Frofil Kamper 10 cm m' 17,000 42 Pegangan Tangga Profil Jati m' 157,000 43 Pegangan Tangga Profil Kamper m' 43,000 44 Batang kelapa (Ø 30cm p=6 m) btg 56,000

- H. BAHAN PENUTUP RANGKA PLAFOND -

1 Bahan Plapon Hardpleks 5 mm 120 x 240 cm lbr - 2 Eternit 1x1 M2 bh 3,600 3 Eternit 1x1 M2 peti 36,000 4 Gypsun 120 x 240 cm , t = 9 mm ex DN lbr 72,000 5 Calsibot 120 x 240 cm t=5mm lbr 54,000


Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.00 m;H=1.60 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.20 m;H=1.70 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.50 m;H=1.80 mPintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 2.00 m;H=2.00 m


10 Plywood 18 mm 120 x 240 Lbr 192,000 11 Teakwood 3 mm 120 x 240 Lbr 93,000 12 Teakwood 3 mm Uk/ Pintu Lbr 161,000 13 Teakwood 4 mm 120 x 240 Lbr 135,000 14 Teakwood 4 mm Uk/ Pintu Lbr 111,000 15 Triplek 3 mm 120 x 240 Lbr 447,000 16 Triplek 4 mm 120 x 240 Lbr 58,000 17 m2 11,000 18 m2 7,900 19 m2 13,000 20 Triplek 4 mm Uk/ Pintu Lbr 111,000

J. BAHAN FINISHING : LABURAN, PENGISIAN DAN ALATNYA1 Ampelas Lbr 1,700 2 Cat Besi Kg 36,000 3 Cat Bron Kg 36,000 4 Cat Genting Kg 54,000 5 Cat Kayu stara AVIAN Kg 36,000 6 Cat Kayu stara SIEV Kg 36,000 7 Cat Kayu stara AMCO Kg 42,000 8 Cat Marka / Spotlight Kg9 Cat Plincote Kg 15,000

10 Cat Soligneum Galon /5 Ltr 18,000 11 Cat Tahan Asam Kg 36,000 12 KG 117,000 13 KG 84,000 14 Gall 78,000 15 Kg 15,000 16 Gall 72,000 17 Gall 90,000 18 KG 169,000 19 KG 114,000 20 KG 199,000 21 KG 127,000 22 Kg 31,000 23 Dempul Kayu Kg 15,000 24 Kape Kayu Bh 6,000 25 Kape Tembok Bh 6,000 26 Kuas 3 " bh 9,000 27 Kuas 4 " bh 12,100 28 Kumpon Kg 4,200 29 Meni Kayu /Besi Kg 16,000 30 Oker Coklat Kg 34,000 31 Oker Putih Kg 34,000 32 Plamir Cat Kg 14,000 33 Plamir Tembok Kg 24,000 34 Rol cat Tembok Bh 12,000 35 Sincromat Kg 14,000 36 Sirlak Ex India Kg 72,000 37 Spirtus Ltr 14,000 38 Terpentin Ltr 2,900 39 Tiner A Ltr 8,400 40 Ltr 19,300 41 Water Profing Emulision Kg 100,000 42 Vernis Kg 16,600

K. BAHAN KACA1 Glass Block 20 x 20 ex DN bh 21,000 2 Glass Block 20 x 20 ex LN bh - 2 Kaca Polos 2 mm m2 30,000 3 Kaca Polos 3 mm m2 48,000 4 Kaca Polos 5 mm m2 60,000 5 Kaca Ryben 5 mm m2 72,000 7 Kaca Ryben 12 mm m2 -

L. BAHAN PAKU DAN MUR-BAUT1 Angker Mur Baut Ø19, panjang 60 cm bh 24,900 2 Baut /Mur Kg 14,500 3 Beugel Kuda-kuda Kg 30,200 4 Dak Angker Kg 5,700 5 bh 5,700 6 Mur Baut Biasa Ø 19 s/d 16 ( 15 cm ) bh 6,800 7 Mur Baut HTM Ø 19 s/d 16 cm bh 11,000 8 Kg 18,000 9 Paku Beton 2 cm s/d 5 cm bh 500

10 Paku Cacing Kg 60,500 11 Bh 300 12 Piser Ø 12 s/d 20 cm bh 5,000

-

Bilik ( dengan kulit /Hinis )Bilik ( tanpa Kulit )Bilik ( corak khusus /Besar )

Cat Tembok setara ICI EksteriorCat Tembok setara ICI interior ( Flapond & Dinding )Cat Tembok setara SanlexCat Tembok setara SanlexCat Tembok setara Sanlex ( Putih )Cat Tembok setara MetroliteCat Tembok setara Mowilex exteriorCat Tembok setara Mowilex interiorCat Tembok setara Dulux exteriorCat Tembok setara Dulux interiorDempul Halus (Wood Filler) setara INFRA

Tiner setara ND




M. BAHAN SANITER - 1 Bak fibreglass Bh 284,000 2 Unit 1,141,000 3 Unit 1,492,000 4 bh 157,000 5 Closet Jongkok Porselin Warna bh 175,000 6 Floor Drain /Saringan KM stenless steel bh 90,000 7 Kran Bebek 1/2 " bh 84,000 8 Kitchen Zink Stailess Lengkap Sipon & Sparing bh 193,000 9 Kitchen Zink Stailess Standar lokal ( 1 Lobang ) bh 210,000

10 Kitchen Zink Stailess Non Standar franke ( 1 Lobang ) bh 217,000 11 Kitchen Zink Stailess Non Standar franke ( 2 Lobang ) bh 363,000 12 bh 262,000 13 Kran Tembok 1/2 " bh 15,000 14 Kran Tembok 3/4 " bh 18,000 15 Penyekat Urinoir Lbr 280,000 16 Seal tape Set 1,700 17 bh 108,000 18 bh 72,000 19 bh 17,000 20 bh 69,000 21 Tempat Sabun Porselin bh 165,000 22 bh 631,000 23 Unit 527,000 24 bh 351,000 25 bh 702,000 26 Bh 1,573,000 27 Bh 3,146,000 28 Tangki Fiber Glass 3m3 Bh 8,470,000 29 Tangki Fiber Glass 10m3 # Bh 48,702,000 30 Tangki 3m3 PE # Bh 4,591,900 31 Tangki 6m3 PE # Bh 7,514,100

- -

N. BAHAN PENUTUP ATAP - 1 Aksesoris nat bh 6,100 2 Asbes Gelombang besar Lbr 65,300 3 Atap Asbes Gelombang Besar 5 mm 80 x 180 Lbr 139,100 4 Atap Asbes Gelombang Kecil 4 mm 80 x 180 Lbr 26,200 5 Lbr 47,300 6 Lbr 50,000 7 Lbr 29,100 8 Atap Genteng Beton Warna 14,5/m2 m2 126,500 9 Atap Genteng Plentong m2 37,500

10 Lbr 20,700 11 Lbr 70,800 12 Bubung Asbes bh 24,900 13 Bubung Morando glasur bh 25,600 14 Bubung Morando natural bh 22,300 15 Bubungan Genteng Beton Pres bh 26,800 16 Bubungan Genteng Plentong bh 18,100 17 Genteng Palentong bh 2,200 18 Genteng Beton Pres bh 6,400 19 Genteng Cisangkan bh - 20 Genteng Morando Glasur 18 bh/m2 bh 2,600 21 Genteng Morando Natural 18 bh/m2 bh 2,200 22 Genting Bubungan bh 14,500 23 Atap Fiber Setara Canopy m2 261,000

O. BAHAN MEKANIKAL & ELEKTRIKAL ( ME )1 Arde /box schreeng Ls 29,100 2 Box Sikring In-bouw C4 bh 50,000 3 Box Sikring Out-bouw C1 + Patron Broco bh 29,500 4 BP dan UJL 1200 Watt + tiang 2 Bh Ls 4,444,000 5 BP dan UJL 1300 Watt Ls 1,718,000 6 BP dan UJL 900 Watt Ls 1,913,000 7 BP dan UJL 2200 Watt Ls 3,557,000 8 Canopy Impralon m2 588,000 9 Jarum Penangkal Petir 16 s.d19 Unit 83,400

10 Kawat Penagkal Petir ( Tembaga ) 16 Kg 91,700 11 Lampu Baret 30 cm + Neon Set 302,500 12 Lampu Dinding bh 365,800 13 Lampu Down Light sedang bh 29,000 14 Lampu Gantung Uk. Besar Unit 2,666,000 15 Lampu Gantung uk. Kecil Unit 2,400 16 Lampu Gantung uk. Sedang Unit 841,700 17 Lampu Hologin 500 Watt + Box bh 333,100 18 Lampu Mercury 60 Watt bh 333,100 19 Lampu Pijar 25 Watt bh 4,800 20 Lampu Pijar 40 Watt bh 8,400 21 Lampu SLE 15 Watt bh 41,900 22 Lampu SL 18 Watt bh 32,600 23 Lampu Sorot Philips 40 Watt bh 67,200

Closet Duduk Keramik LN ( lengkap ) Closet Duduk Warna Standar INA ( lengkap )Closet Jongkok Porselin Putih ( standar )


Shower ( dengan tiang )Shower ( tanpa tiang )Stop kran 1 " setara KITStop kran 1¼ " setara KIT

Urinoir Warna Standar ( lengkap )Wastafel Bulat Warna Standar ( lengkap )Wastafel setara merk INA ( lengkap )Wastafel setara merk TOTO LW 230 ( lengkap )Water Thurn 500 liter (standar)Water Thurn 1000 liter (standar)

Atap Fiberglass ( datar ) /Roof light fibreglass Atap Fiber Glass Tebal 90 x 180 ( Gelombang )Atap Fiber Glass Tipis 90 x 180 ( Gelombang )

Atap Plastik 80 x 180 ( Gelombang )Atap Seng BJLS 28 /32 90 x 180 ( Gelombang )

24 Lampu spot light 120 Watt / 150 Watt bh 50,300 25 Lampu spot light 300 Wattt bh 722,000 26 Lampu Tanam bh 165,400

27 Lampu TL 1 x 20 Watt bh 11,400 28 Lampu TL 1 x 40 Watt bh 14,500 29 Lampu TL 2 x 20 Watt bh 6,000 30 Lampu TL RM 2 x 20 Watt bh 388,000 31 Lampu TL RM 4 x 20 Watt bh 666,300 32 MLL 160 Watt bh 176,600 33 Panel LP-A bh 353,400 34 Panel LP-B bh 530,000 35 Panel LP-C bh 336,700 36 Panel LP-D bh 336,700 37 Panel LP-E bh 336,700 38 Panel SDP bh 184,900 39 Pasang telepon Ls 2,103,000 40 Saklar Ganda Broco bh 15,700 41 Saklar tunggal Broco bh 11,400 42 Stop kontak Broco bh 12,100 43 Tiang Listrik bh 6,734,000 44 Titik Cahaya Ttk 110,500 45 Trafo 80 Watt / 220 bh 546,700 46 Box Street bh 145,900 47 Genset STC 20 Kw Mesin Hopper Starter Setara Produk Cina bh 22,194,000 48 Genset STC 7,5 KW - Mesin 15,5 3 phase Hopper Starter, Setara Yanmar # bh 32,700,000 49 Kabel NYY 3x6,5mm m 38,100 50 Kabel NYY 3x10mm m 61,100

P. BAHAN ALAT PENGGANTUNG KUNCI1 Engsel Jendela bh 9,600 2 bh 4,000 3 Engsel Pintu bh 17,200 4 bh 9,600 5 Espangnolet Psg 34,600 6 Grendel 15 cm bh 20,700 7 Grendel 5 cm bh 4,000 8 Hak Angin Biasa Psg 9,000 9 Hak Angin endok Stanless/Kuningan bh 41,600

10 Hak Angin Jendela Antik Psg 24,900 11 Hak Angin Kait Jendela Biasa Psg 3,300 12 bh 78,600 13 bh 139,100 14 Kunci Gembok bh 4,800 15 Kunci tanam Antik bh 33,300 16 bh 55,600 17 bh 50,000 18 bh 55,600 19 bh 33,300 20 bh 58,400 21 bh 66,700 22 bh 100,100 23 Rel Henderson Lengkap bh 420,200 24 Rel Maraton 1 Pintu Unit 268,400 25 Slot Jendela bh 4,800 26 Slot Pintu Berikut Rantai Set 66,700 27 Kunci lemari bh 12,400 28 Tarikan Almari Rata - rata bh 8,200 29 Tarikan Pintu Almunium bh 50,000

Q. BAHAN PENGISAP SUMUR AIR DALAM1 Depp Well dengan kelengkapannya Kap.150 Ltr/menit Unit 378,835,000 2 Gear Pump Kap./Menit Unit 25,592,000 3 Hand Oil pump Unit 7,408,000 4 Unit 655,000 5 Unit 201,000 6 Unit 605,000 7 Unit 1,211,000 8 Pompa Kodok Unit 342,000 9 Unit 453,000

10 Unit 1,262,000 11 Unit 1,851,000 12 Pompa Sumbersible Kap 150 Liter/menit 3 KW Setara Produk Italy Unit 43,136,000 13 Pompa Sentripugal Kap 20L/D Head 65M Setara Produk Italy Unit 14,958,000

R. ALAT TUKANG 1 Cangkul bh 40,200



Kunci 2 Slaag setara "ANCOR" / "ASTON"Kunci tanam setara TESA

Kunci Kamar Bulat setara merk ALFAKunci Kamar Bulat setara BiasaKunci KM/WC setara Merk ALFAKunci Silinder setara ALFA untuk Pintu AlumuniumKunci Slaag setaraANCOR ASLIKunci Slaag setara ISOKunci Slaag Silinder setara SEIS Asli Type 210 s.d 226

Pompa setara Dragon AsliPompa setara Dragon TegalPompa Jet-Pump 250 W setara SANYOPompa Jet-Pump 450 W setara SANYO

Pompa listrik 100 Watt setara "SANYO"Pompa listrik 250 Watt setara "SANYO"Pompa listrik 500 Watt setara "SANYO"

2 Karbit Kg 16,600 3 Linggis bh 68,000 4 Palu bh 27,300 5 Pengki bh 13,600 6 Rool Meter 30 Meter ( Bahan besi ) bh 91,700 7 Rool Meter 5 Meter ( Bahan besi ) bh 14,500 8 Singkup bh 59,600 9 Slang Plastik untuk Water Pas di.0.5cm m' 1,600

10 Water Pass Alumunium bh 47,300 11 Ember bh 6,600



T. BAHAN LANTAI DAN PELAPIS DINDING1 m2 /Dus 50,000 2 Keramik 40 x 40 KW I DN Warna m2 /Dus 54,000 3 m2 /Dus 38,000 4 Keramik 30 x 30 KW I DN Warna m2 /Dus 43,000 5 m2 /Dus 35,000 6 Keramik 20 x 20 KW I DN Warna m2 /Dus 44,000 7 m2 /Dus 41,000 8 Keramik 20 x 25 KW I DN Warna m2 /Dus 47,000 9 m2 /Dus 47,000



V. HARGA BBM






1 Premium Ltr 6,000 2 Minyak Solar Ltr 5,500 3 Residu /Ter Ltr - 4 Plux Oil Ltr - 3 Minyak Bakar Ltr 2,800 4 Olie SAE (Mesran, Pertamina) Ltr 19,000

1300

Page 41

Bidang Pekerjaan Umum

DAFTAR HARGA TERTINGGIBIDANG PEKERJAAN UMUM

KOTA TASIKMALAYATAHUN 2009

JENIS TENAGA KERJA SATUANNo HARGA

(Rp)

1 Pekerja HOK 30,000

2 HOK 31,500

3 HOK 32,5004 Tukang Gali HOK 35,500

5 HOK 32,500

6 HOK 38,5007 Kepala Tukang Batu HOK 42,000

8 HOK 35,500

9 HOK 42,00010 Kepala Tukang Kayu HOK 42,000

11 HOK 30,000

12 HOK 35,50013 Kepala Tukang Cat / Plitur HOK 42,000

14 HOK 41,000

15 HOK 41,00016 Kepala Tukang Besi Beton HOK 41,000

17 HOK 35,500

18 HOK 41,00019 Kepala Tukang Besi Frofil HOK 42,00020 Mandor HOK 41,00021 Operator Alat Besar HOK 42,00022 Pembantu Operator / Mekanik HOK 38,50023 Supir Truk HOK 35,50024 Kenek Truk / Pembantu Supir Truk HOK 30,00025 Penjaga Malam HOK 30,000

Pekerja (setengah terampil)

Pekerja ( terampil)

Tukang Batu ( setengah terampil)

Tukang Batu ( terampil)

Tukang Kayu ( setengah terampil)

Tukang Kayu ( terampil)

Tukang Cat / Plitur ( setengah terampil)

Tukang Cat / Plitur ( terampil)

Tukang Besi Beton ( setengah terampil)

Tukang Besi Beton ( terampil)

Tukang Besi Frofil ( setengah terampil)

Tukang Besi Frofil ( terampil)

Page 42




JENIS BAHAN BANGUNAN SATUANNo

(Rp)

A. AGREGAT KASAR, BAHAN PEREKAT DAN BAHAN JADINYA1 Abu Batu m3 100,000 2 Tanah Urug m3 30,000

3 m3 70,000 4 Pasir Urug /Bawah lantai m3 50,000 5 Pasir pasang kali m3 95,000 6 Pasir Pasang /gunung pilihan m3 65,000 7 Pasir Beton m3 125,000 8 Batu Belah m3 67,000

9 m3 90,000

10 m3 122,500 11 Batu Pecah 1/2 m3 135,000 12 Batu Pecah 2/3 m3 125,000 13 Batu Pecah 3/5 m3 115,000 14 Batu Pecah 5/7 m3 98,000 15 Batu Pecah 10/15 m3 85,000 16 Batu Tempel Hitam ( yang beraturan ) m2 56,500 17 Batako Kecil ( 8x10x20 ) bh 850 18 Batako Besar ( 8x20x30 ) bh 2,500 19 Hollow Block 15 cm (HB-15) /batako lubang bh 2,000 20 Hollow Block 20 cm (HB-20) /batako lubang bh 2,000 21 Teracotta 10 cmx20 cm bh 1,500 22 Bata Merah bh 400 23 Roster Genteng 10cm x 20cm ( Klingker ) bh 3,000 24 Roster Genteng 20cm x 20cm ( Klingker ) bh 4,500 25 Roster Beton 20cm x 20cm bh 3,500 26 Roster Beton 30cm x 30cm bh 4,000 27 Grass Block Natural 6 cm m2 29,000 28 Grass Block Warna 6 cm m2 31,000 29 Grass Block Natural 8 cm m2 38,000 30 Grass Block Warna 8 cm m2 41,000 31 Paving Block Natural 6 cm ( Cisangkan )* m2 44,000 32 Paving Block Natural 6 cm ( Setempat ) m2 28,000 33 Paving Block Warna 6 cm ( Cisangkan )* m2 56,000 34 Paving Block Warna 6 cm ( Setempat ) m2 25,000 35 Paving Block Natural 8 cm ( Cisangkan )* m2 48,000 36 Paving Block Natural 8 cm ( Setempat ) m2 35,000 37 Paving Block Warna 8 cm ( Cisangkan )* m2 61,000 38 Paving Block Warna 8 cm ( Setempat ) m2 38,000 39 Tegel Badak 30x30 Natural m2 25,000 40 Tegel Badak 30x30 Warna m2 26,000 41 Kanstin Taman Ukuran 11x20 cm - p=0,40 m' (Press) bh 4,000 42 Kanstin Jalan Ukuran 11x20 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 17,000 43 Kanstin Jalan Ukuran 11x40 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 23,000

44 bh 18,000 45 Semen Portland ( PC ) /50 Kg Zak 51,500 46 Semen Portland (PC) Putih Zak 71,000 47 Semen Warna Kg 7,000 48 Redymix Beton K-300 , tanpa pompa ( Selang ) m3 616,000 49 Redymix Beton K-225 , tanpa pompa ( Selang ) m3 577,000 50 Sewa Vibrator Pengecoran/ Hari 165,000 51 Sewa Pompa < 20 m3/M3 110,000

<100 m3 - Penambahan lebih dari 100 M3 -

B. BAHAN PENGIKAT KONSTRUKSI JALAN1 Aspal Bitumen Kg 8,065

2 ton 690,000

HARGA *)


Batu Pecah ( tersaring bergradasi )

Batu Pecah 0,5/1 ( Screen )


Aspal Congcrete (AC) /Laston

Page 43





(Rp)

HARGA *)

3 Aspal Congcrete (AC-WC) /Laston # -

4 ton 767,000

5 ton 684,000 6 ATBL ton - 7 Minyak Tanah liter 3,500 8 Kayu Bakar m3 88,000

HRS ( Hot Rolled Sheet ) /Lataston

ATB ( Aspalt Treatment Base )

Page 44





(Rp)

HARGA *)

C. BAHAN LOGAM DAN BAHAN JADINYA1 Besi Plat Kg 12,000

2 Kg 8,000

3 Besi Profil Kg 13,800

4 m2 181,400

5 m2 - 6 Bondek m2 139,000 7 IWF Ex DN SII Kg 13,000 8 WireMesh 6 mm m2 56,000 9 WireMesh 7 mm m2 64,000

10 DOP 2.5" Bh 7,500 11 Kawat Beton Kg 11,000 12 Kawat Duri m' 2,500 13 Kawat Harmonika 4cm m2 30,000 14 Kawat Ram 1x1 cm m2 10,000 15 Kawat Boronjong Ø 3 mm Kg 12,500 16 Kawat Boronjong Ø 4 mm Kg 15,000 17 Kawat Las Listrik Kg 15,000 18 Kawat Tembaga Kg 24,000 19 Timah ( L=1 m x Tebal=1 mm ) /12 Kg Kg 33,000 20 Seng Plat BJLS 30 L= 60 cm (p=100 m) rool 998,200 21 Seng Plat BJLS 30 L= 90 cm (P=100 m) rool 1,512,500 22 Seng Plat BJLS 28 " lbr 39,900 23 Sikat Kawat bh 6,000 24 Plat Besi Tipis 0.50 mm Kg 15,000 25 Plat Besi Tipis 1 mm Kg 15,000 26 Plat Besi Tipis 2 mm s/d 5 mm Kg 9,500 27 Plat Besi Tipis 6 mm s/d 10 mm Kg 9,500 28 Plat Besi Tipis 10 mm keatas Kg 9,500 29 Pintu besi baja ( termasuk rel dan kunci ) m2 484,000

30 Kg 35,000 31 Lem Fox Kg 18,000 32 Bronjong Kawat D3mm (1,00x0,5x2,00) Bh 147,000 33 Bronjong Kawat D4mm (1,00x0,5x2,00) Bh 268,000 34 Bronjong Kawat D5mm (1,00x0,5x2,00) Bh 454,000 35 Rangka Atap Baja Ringan m2 171,000

D. BAHAN SALURAN AIR KOTOR /BERSIH1 Grefel U-20 cm m' 13,750 2 Grefel U-30 cm m' 19,250 3 Grefel U-40 cm m' 24,750 4 Buis Beton Ø 20 cm ( 1 m') m' 28,700 5 Buis Beton Ø 30 cm ( 1 m') m' 34,500 6 Buis Beton Ø 40 cm ( 1 m') m' 45,000 7 Buis Beton Ø 50 cm ( 1 m') m' 57,500 8 Buis Beton Ø 60 cm ( 0,5 m') bh (0.5m1) 38,500 9 Buis Beton Ø 70 cm ( 0,5 m') bh (0.5m1) 49,500

10 Buis Beton Ø 80 cm ( 0,5 m') bh (0.5m1) 60,500 11 Buis Beton Ø 100 cm ( 0,5 m') bh (0.5m1) 115,000 12 Ijuk bh (0.5m1) 7,000

E. BAHAN PERPIPAAN1 Besi Pipa untuk Hydrant BSP Ø 1" btg 22,000 2 Besi Pipa untuk Hydrant BSP Ø 1,25" btg 24,000 3 Besi Pipa untuk Hydrant BSP Ø 1,5" btg 30,000 4 Besi Pipa untuk Hydrant BSP Ø 2" btg 31,000 5 Pipa Galvanis Ø 1/2" btg 78,060

Besi Beton (ukuran rata rata)

Pagar BRC lengkap tiang ( tanpa pondasi t=90 cm)

Pagar BRC lengkap tiang ( tanpa pondasi t=180 cm)


Page 45





(Rp)

HARGA *)

6 Pipa Galvanis Ø 3/4" btg 98,220 7 Pipa Galvanis Ø 1" btg 22,836 8 Pipa Galvanis Ø 1 1/4" btg 29,216 9 Pipa Galvanis Ø 1 1/2" btg 33,902

10 Pipa Galvanis Ø 2" btg 261,000 11 Pipa Galvanis Ø 2 1/2" btg 398,220 12 Pipa Galvanis Ø 3" btg 700,000 13 Pipa Galvanis Ø 4" btg 915,000

Page 46





(Rp)

HARGA *)

14 btg 277,000

15 btg 503,000

16 btg 739,000

17 btg 1,749,000 18 Pipa PVC Ø 1/2" ( setara Maspion ) btg 8,500 19 Pipa PVC Ø 3/4" ( setara Maspion ) btg 12,500 20 Pipa PVC Ø 1" ( Setara Maspion ) btg 15,000 21 Pipa PVC Ø 1 1/2" ( Setara Maspion ) btg 23,000 22 Pipa PVC Ø 2" ( Setara Maspion ) btg 30,000 23 Pipa PVC Ø 2 1/2" ( Setara Maspion ) btg 45,000 24 Pipa PVC AW Ø 4" btg 54,000 25 Pipa PVC AW Ø 6" btg 84,700 26 Pipa PVC AW Ø 8" btg 93,650 27 Talang 4 M' btg 27,000 28 Gantungan Plat bh 6,500 29 Gantungan Plastik bh 1,000

30 Pipa PVC Diameter 20 mm/ Ø 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 20,000 31 Pipa PVC Diameter 25 mm/ Ø 3/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 31,000 32 Pipa PVC Diameter 32 mm/ Ø 1 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 51,000 33 Pipa PVC Diameter 40 mm/ Ø 1 1/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. E btg 74,000 34 Pipa PVC Diameter 50 mm/ Ø 1 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. E btg 117,000 35 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 27,000 36 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. E btg 39,000 37 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) btg 56,000 38 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 84,000 39 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 135,000 40 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 177,000 41 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 277,000 42 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End btg 349,000 43 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.10 Plain End/Ts. En btg 430,000 44 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.10 Plain End/Ts. En btg 444,000 45 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Bell End ) btg 28,000 46 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Bell End ) btg 40,000 47 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Bell End ) btg 58,000 48 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Bell End ) btg 87,000 49 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Bell End ) btg 140,000 50 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Bell End ) btg 184,000 51 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Bell End ) btg 287,000 52 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.10 Bell End ) btg 363,000 53 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.10 Bell End ) btg 447,000 54 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.10 Bell End ) btg 716,000 55 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.10 Bell End ) btg 916,000 56 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.10 Bell End ) btg 1,178,000 57 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.10 Bell End ) btg 1,863,000 58 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.10 Bell End ) btg 2,969,000 59 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 22,000 60 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. E btg 32,000 61 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 46,000 62 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 68,000 63 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 110,000 64 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 145,000 65 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 225,000 66 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) btg 282,000 67 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End btg 351,000 68 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End btg 561,000 69 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 154,000 70 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 219,000 71 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 438,000

Pipa Ø 1-1/4" Black Steel /SIIPipa Ø 2" Black Steel /SII

Pipa Ø 3" Black Steel /SII

Pipa Ø 6" Black Steel /SII

Page 47





(Rp)

HARGA *)

72 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 466,000 73 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 758,000 74 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 995,000 75 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 1,416,000 76 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 1,938,000 77 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 2,413,000 78 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 3,637,000 79 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 4,930,000 80 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 6,304,000 81 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 9,962,000 82 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.12,5 Bell End ) btg 14,641,000

Page 48





(Rp)

HARGA *)

83 Ts. Faucet Socket (Inj) Ø 1/2" x 1/2" bh 5,300 84 Ts. Faucet Socket (Inj) Ø 1/4" x 1/4" bh 5,500 85 Ts. Faucet Socket (Inj) Ø 1" x 1" bh 7,800 86 Ts. Faucet Elbow (Inj) Ø 1/2" x 1/2" bh 6,200 87 Ts. Faucet Elbow (Inj) Ø 1/4" x 1/4" bh 7,300 88 Ts. Faucet Elbow (Inj) Ø 1" x 1" bh 8,400 89 Ts. Faucet Tee (Inj) Ø 1/2" x 1/2" bh 8,700 90 Ts. Faucet Tee (Inj) Ø 1/4" x 1/4" bh 12,900 91 Ts. Faucet Tee (Inj) Ø 1" x 1" bh 19,000 92 Ts. Valve Socket (Inj) Ø 1/2" bh 3,000 93 Ts. Valve Socket (Inj) Ø 3/4" bh 3,400 94 Ts. Valve Socket (Inj) Ø 1" bh 4,200 95 Ts. Valve Socket (Inj) Ø 1 1/4" bh 6,700 96 Ts. Valve Socket (Inj) Ø 1 1/2" bh 10,800 97 Ts. Valve Socket (Inj) Ø 2" bh 12,400 98 Ts. Valve Socket (Inj) Ø 2 1/2" bh 19,500 99 Ts. Valve Socket (Inj) Ø 3" bh 24,500

100 Ts. Valve Socket (Inj) Ø 4" bh 43,700 101 Bell Cap (Inj- Heat Process) Ø 2" bh 35,500 102 Bell Cap (Inj- Heat Process) Ø 3" bh 93,600 103 Bell Cap (Inj- Heat Process) Ø 4" bh 174,000 104 Bell Cap (Inj- Heat Process) Ø 5" bh 489,000 105 Bell Cap (Inj- Heat Process) Ø 8" bh 652,000 106 Bell Cap (Inj- Heat Process) Ø 10" bh 896,000 107 Bell Cap (Inj- Heat Process) Ø 12" bh 1,355,000 108 Bell Cap (Inj- Heat Process) Ø 14" bh 1,662,000 109 Bell Cap (Inj- Heat Process) Ø 16" bh 2,562,000 110 Dresser Joint (C.l + PVC Body ) Ø 2" bh 128,000 111 Dresser Joint (C.l + PVC Body ) Ø 3" bh 203,000 112 Dresser Joint (C.l + PVC Body ) Ø 4" bh 405,000 113 Dresser Joint (C.l + PVC Body ) Ø 6" bh 754,000 114 Dresser Joint (C.l + PVC Body ) Ø 8" bh 1,232,000 115 Dresser Joint (C.l + PVC Body ) Ø 10" bh 2,299,000 116 Dresser Joint (C.l + PVC Body ) Ø 12" bh 2,758,000 117 Dresser Joint (C.l + PVC Body ) Ø 14" bh 2,951,000 118 Dresser Joint (C.l + PVC Body ) Ø 16" bh 3,709,000 119 Ts. Socket - W (Heat Process) Ø 1/2" bh 1,500 120 Ts. Socket - W (Heat Process) Ø 3/4" bh 1,800 121 Ts. Socket - W (Heat Process) Ø 1" bh 2,900 122 Ts. Socket - W (Heat Process) Ø 1 1/4" bh 4,300 123 Ts. Socket - W (Heat Process) Ø 1 1/2" bh 6,600 124 Ts. Socket - W (Heat Process) Ø 2" bh 8,600 125 Ts. Socket - W (Heat Process) Ø 2 1/2" bh 12,000 126 Ts. Socket - W (Heat Process) Ø 3" bh 20,000 127 Ts. Socket - W (Heat Process) Ø 4" bh 40,000 128 Ts. Cap (Inj) Ø 1/2" bh 2,000 129 Ts. Cap (Inj) Ø 3/4" bh 2,500 130 Ts. Cap (Inj) Ø 1" bh 4,000 131 Ts. Cap (Inj) Ø 1 1/4" bh 7,500 132 Ts. Cap (Inj) Ø 1 1/2" bh 8,500 133 Ts. Cap (Inj) Ø 2" bh 15,000 134 Ts. Cap (Inj) Ø 2 1/2" bh 34,000 135 Ts. Cap (Inj) Ø 3" bh 39,000 136 Ts. Cap (Inj) Ø 4" bh 100,000 137 Ts. Cap (Inj) Ø 6" bh 202,000 138 Ts. Cap (Inj) Ø 8" bh 384,000 139 Ts. Cap (Inj) Ø 10" bh 454,000 140 Vc. Socket - W (Heat Process) Ø 3" (10 Kg/cm2) bh 20,000 141 Vc. Socket - W (Heat Process) Ø 4" (10 Kg/cm2) bh 40,000

Page 49





(Rp)

HARGA *)

142 Vc. Socket - W (Heat Process) Ø 5" (10 Kg/cm2) bh 64,000 143 Vc. Socket - W (Heat Process) Ø 6" (10 Kg/cm2) bh 120,000 144 Vc. Socket - W (Heat Process) Ø 8" (10 Kg/cm2) bh 269,000 145 Vc. Socket - W (Heat Process) Ø 10" (10 Kg/cm2) bh 488,000 146 Vc. Socket - W (Heat Process) Ø 12" (10 Kg/cm2) bh 693,000 147 Bell Va Socket (Heat Process) Ø 2" (10 Kg/cm2) bh 34,000 148 Bell Va Socket (Heat Process) Ø 3" (10 Kg/cm2) bh 55,000

Page 50





(Rp)

HARGA *)

149 Bell Va Socket (Heat Process) Ø 4" (10 Kg/cm2) bh 89,000 150 Bell Va Socket (Heat Process) Ø 5" (10 Kg/cm2) bh 142,000 151 Bell Va Socket (Heat Process) Ø 6" (10 Kg/cm2) bh 200,000 152 Bell Va Socket (Heat Process) Ø 8" (10 Kg/cm2) bh 359,000 153 Bell Va Socket (Heat Process) Ø 10" (10 Kg/cm2) bh 629,000 154 Bell Va Socket (Heat Process) Ø 12" (10 Kg/cm2) bh 1,032,000 155 Spicot Bell End (Heat Process) Ø 2" (10 Kg/cm2) bh 17,000 156 Spicot Bell End (Heat Process) Ø 3" (10 Kg/cm2) bh 30,000 157 Spicot Bell End (Heat Process) Ø 4" (10 Kg/cm2) bh 50,000 158 Spicot Bell End (Heat Process) Ø 5" (10 Kg/cm2) bh 94,000 159 Spicot Bell End (Heat Process) Ø 6" (10 Kg/cm2) bh 122,000 160 Spicot Bell End (Heat Process) Ø 8" (10 Kg/cm2) bh 233,000 161 Spicot Bell End (Heat Process) Ø 10" (10 Kg/cm2) bh 384,000 162 Spicot Bell End (Heat Process) Ø 12" (10 Kg/cm2) bh 627,000 163 Spicot Bell End (Heat Process) Ø 14" (10 Kg/cm2) bh 1,050,000 164 Spicot Bell End (Heat Process) Ø 16" (10 Kg/cm2) bh 1,397,000 165 Spicot Bell End (Heat Process) Ø 20" (10 Kg/cm2) bh 2,236,000 166 Spicot Bell End (Heat Process) Ø 24" (10 Kg/cm2) bh 4,192,000 167 Spicot Bell End (Heat Process) Ø 2" (5 Kg/cm2) bh 12,000 168 Spicot Bell End (Heat Process) Ø 3" (5 Kg/cm2) bh 22,000 169 Spicot Bell End (Heat Process) Ø 4" (5 Kg/cm2) bh 35,000 170 Spicot Bell End (Heat Process) Ø 5" (5 Kg/cm2) bh 70,000 171 Spicot Bell End (Heat Process) Ø 6" (5 Kg/cm2) bh 87,000 172 Spicot Bell End (Heat Process) Ø 8" (5 Kg/cm2) bh 184,000 173 Spicot Bell End (Heat Process) Ø 10" (5 Kg/cm2) bh 300,000 174 Spicot Bell End (Heat Process) Ø 12" (5 Kg/cm2) bh 430,000 175 Ts. Elbow (Inj) Ø 1/2" (10 Kg/cm2) bh 2,000 176 Ts. Elbow (Inj) Ø 3/4" (10 Kg/cm2) bh 4,000 177 Ts. Elbow (Inj) Ø 1" (10 Kg/cm2) bh 7,000 178 Ts. Elbow (Inj) Ø 1 1/4" (10 Kg/cm2) bh 13,000 179 Ts. Elbow (Inj) Ø 1 1/2" (10 Kg/cm2) bh 14,000 180 Ts. Elbow (Inj) Ø 2" (10 Kg/cm2) bh 26,000 181 Ts. Elbow (Inj) Ø 2 1/2" (10 Kg/cm2) bh 48,000 182 Ts. Elbow (Inj) Ø 3" (10 Kg/cm2) bh 59,000 183 Ts. Elbow (Inj) Ø 4" (10 Kg/cm2) bh 138,000 184 Ts. Elbow (Inj) Ø 6" (10 Kg/cm2) bh 266,000 185 Ts. Elbow (Inj) Ø 8" (10 Kg/cm2) bh 318,000 186 Ts. Tee (Inj) Ø 1/2" x 1/2" (10 Kg/cm2) bh 4,000 187 Ts. Tee (Inj) Ø 3/4" x 1/2" (10 Kg/cm2) bh 6,000 188 Ts. Tee (Inj) Ø 3/4" x 3/4" (10 Kg/cm2) bh 5,000 189 Ts. Tee (Inj) Ø 1" x 1/2" (10 Kg/cm2) bh 5,000 190 Ts. Tee (Inj) Ø 1" x 3/4" (10 Kg/cm2) bh 7,000 191 Ts. Tee (Inj) Ø 1" x 1" (10 Kg/cm2) bh - 192 Ts. Tee (Inj) Ø 1 1/4" x 1" (10 Kg/cm2) bh 19,000 193 Ts. Tee (Inj) Ø 1 1/4" x 1 1/4" (10 Kg/cm2) bh 20,000 194 Ts. Tee (Inj) Ø 1 1/2" x 1" (10 Kg/cm2) bh 22,000 195 Ts. Tee (Inj) Ø 1 1/2" x 1 1/4" (10 Kg/cm2) bh 22,000 196 Ts. Tee (Inj) Ø 1 1/2" x 1 1/2" (10 Kg/cm2) bh 22,000 197 Ts. Tee (Inj) Ø 2" x 1/2" (10 Kg/cm2) bh 24,000 198 Ts. Tee (Inj) Ø 2" x 3/4" (10 Kg/cm2) bh 24,000 199 Ts. Tee (Inj) Ø 2" x 1" (10 Kg/cm2) bh 24,000 200 Ts. Tee (Inj) Ø 2" x 1 1/2" (10 Kg/cm2) bh 27,000 201 Ts. Tee (Inj) Ø 2" x 2" (10 Kg/cm2) bh 37,000 202 Ts. Tee (Inj) Ø 2 1/2" x 1 1/2" (10 Kg/cm2) bh 82,000 203 Ts. Tee (Inj) Ø 2 1/2" x 2" (10 Kg/cm2) bh 94,000 204 Ts. Tee (Inj) Ø 2 1/2" x 2 1/2" (10 Kg/cm2) bh 96,000 205 Ts. Tee (Inj) Ø 3" x 1 1/2" (10 Kg/cm2) bh 140,000 206 Ts. Tee (Inj) Ø 3" x 2" (10 Kg/cm2) bh 141,000 207 Ts. Tee (Inj) Ø 3" x 2 1/2" (10 Kg/cm2) bh 141,000

Page 51





(Rp)

HARGA *)

208 Ts. Tee (Inj) Ø 3" x 3" (10 Kg/cm2) bh 141,000 209 Ts. Tee (Inj) Ø 4" x 2" (10 Kg/cm2) bh 242,000 210 Ts. Tee (Inj) Ø 4" x 3" (10 Kg/cm2) bh 244,000 211 Ts. Tee (Inj) Ø 4" x 4" (10 Kg/cm2) bh 340,000 212 Ts. Tee (Inj) Ø 5" x 5" (10 Kg/cm2) bh 380,000

Page 52





(Rp)

HARGA *)

F. BAHAN FASILITAS PENGAIRAN

1 m 146,000

2 m 200,000 3 Lampu Senter Bh 21,000 4 Rantai Kunci kg 15,000 5 Cangkul Bh 35,000 6 Gacok Bh 33,000 7 Mesin Babad Rumput Setara TANAKA Bh 3,327,000 8 Parang Bh 39,000 9 Sabuk Pengaman Bh 47,000

10 Slang Inpet Pompa Air 2 " m' 24,000 11 Slang Inpet Pompa Air 4 " m' 60,000 12 Stempet kg 8,000 13 Takel ( Kapasitas 3 Ton ) Bh 438,000 14 Tambang Plastik kg 26,000

15 bh 100,000

16 bh 100,000

17 bh 210,000

18 bh 430,000

19 bh 530,000 20 Papan Nama Bangunan / Nomenklatur bh 100,000 21 Papan Nama Saluran bh 660,000 22 Papan Oprasi Bendung bh 650,000 23 Papan Exploitasi bh 650,000 24 Kotak Baja Penyimpan Data bh 130,000

25 bh 130,000 26 Patok Hektometer ( Pengairan ) bh 100,000 27 Pintu Angkat Type 1.B = 0.30 meter bh 120,000 28 Pintu Angkat Type 1.B = 0.40 meter bh 152,000 29 Pintu Angkat Type 1.B = 0.50 meter bh 2,295,000 30 Pintu Angkat Type II.B = 0.30 meter bh 178,500 31 Pintu Angkat Type II.B = 0.40 meter bh 2,290,000 32 Pintu Angkat Type II.B = 0.50 meter bh 2,800,000 33 Pintu Sorong baja type 1A ukuran ( B=0.30-0.60)&(H=0.30-0.60 ) m bh 8,000,000 34 Pintu Sorong baja type 2A ukuran ( B=0.60-0.80)&(H=0.30-1.00 ) m bh 9,000,000 35 Pintu Sorong baja type 3A ukuran ( B=0.30-1.20)&(H=0.40-1.50 ) m bh 10,500,000 36 Pintu Sorong baja type 4A ukuran ( B=1.00-1.00)&(H=0.50-2.00 ) m bh 11,200,000 37 Pintu Sorong baja type 5A ukuran ( B=1.00-1.50)&(H=0.70-0.90 ) m bh 12,950,000 38 Pintu Sorong baja type 6A ukuran ( B=1.60-2.00)&(H=0.90-1.35 ) m bh 13,650,000 39 Pintu Sorong baja type 7A ukuran ( B=2.10-2.50)&(H=1.35-1.70 ) m bh 14,800,000

40 bh 26,565,000

41 bh 33,206,000

42 bh 41,175,000

43 bh 46,488,000 44 Pintu Skot Balk Jati Jateng bh 25,137,000 45 Pintu Skot Balk Jati Jabar bh 17,000,000


10 Kayu Balok Kamper Medan ( Kruing ) m3 5,720,000

Karet Penyekat Air / Rubber Water Stop Lebar 150 Cm

Karet Penyekat Air / Rubber Water Stop Lebar 225 Cm

Mistar Ukuran Panjang 0.50 - 1.00 meter (feil schal)






Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.00 m;H=1.60 m





Page 53





(Rp)

HARGA *)

11 Kayu Balok Kamper Medan 6/12, 8/12, 8/15* m3 5,720,000 12 Kayu Balok Kamper Samarinda m3 5,720,000 13 Kayu Balok Kayu Gunung Klas II 6/12, 8/12, 8/15* m3 1,800,000 14 Kayu Balok Rasamala* m3 3,190,000 15 Kayu Jati Jabar Ø 40 CM ke bawah m3 8,470,000

Page 54





(Rp)

HARGA *)

16 Kayu Jati Jabar Tua Lepas Mata dari Ø 80 CM ke atas m3 12,100,000 17 Kayu Jati Jateng Tua Lepas Mata dari Ø 80 CM ke atas m3 15,125,000 18 Kayu Jati Jatim Lepas Mata dari Ø 80 CM ke atas m3 18,755,000 19 Kayu Kamper Singkil /Kapur ( Kamper Samarinda Kls II ) m3 18,150,000 20 Kayu Kaso 5/7, 5/10 Borneo* m3 4,290,000 21 Kayu Kaso 5/7, 5/10 Kamper Banjar* m3 5,720,000 22 Kayu Kaso 5/7, 5/10 Kamper Medan* m3 5,720,000 23 Kayu Kaso 5/7, 5/10 Kayu Gunung Klas II* m3 2,117,000 24 Kayu Klas II ( Cayur )* Sekelas Rasamala m3 2,117,000 25 Kayu Kaso, Kayu Gunung Klas III ( Albasia ) 3m* btg 7,000 26 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* btg - 27 Kayu Papan /Kayu Gunung Klas III ( Albasia )* m3 1,400,000 28 Kayu Papan Borneo* m3 4,290,000 29 Kayu Papan Damar Laut* m3 6,050,000 30 Kayu Papan Kamper Banjar* m3 5,720,000 31 Kayu Papan Kamper Medan ( Kruing ) m3 5,720,000 32 Kayu Papan Kamper Medan* m3 5,720,000 33 Kayu Papan Kamper Samarinda m3 6,050,000 34 Kayu Reng 2/3 Kamper Banjar m' 1,000 35 Kayu Reng 2/3 Kamper Medan m3 5,720,000 36 Kayu Stootwerk btg 9,000 37 List Frofil Kamper 1 cm m' 2,000 38 List Frofil Kamper 2 cm m' 3,000 39 List Frofil Kamper 4 cm m' 8,000 40 List Frofil Kamper 5 cm m' 12,000 41 List Frofil Kamper 10 cm m' 22,000 42 Pegangan Tangga Profil Jati m' 108,000 43 Pegangan Tangga Profil Kamper m' 30,000 44 Batang kelapa (Ø 30cm p=6 m) btg -

H. BAHAN PENUTUP RANGKA PLAFOND1 Bahan Plapon Hardpleks 5 mm 120 x 240 cm lbr 72,000 2 Eternit 1x1 M2 bh 8,000 3 Eternit 1x1 M2 peti 80,000 4 Gypsun 120 x 240 cm , t = 9 mm ex DN lbr 62,000 5 Gypsun 120 x 240 cm , t = 9 mm ex luar lbr 72,000


10 Plywood 18 mm 120 x 240 Lbr 145,000 11 Teakwood 3 mm 120 x 240 Lbr 72,000 12 Teakwood 3 mm Uk/ Pintu Lbr 121,000 13 Teakwood 4 mm 120 x 240 Lbr 102,000 14 Teakwood 4 mm Uk/ Pintu Lbr 84,000 15 Triplek 3 mm 120 x 240 Lbr 42,000 16 Triplek 4 mm 120 x 240 Lbr 60,000

17 m2 9,000

18 m2 6,000

19 m2 10,000 20 Triplek 4 mm Uk/ Pintu Lbr 84,000

Bilik ( dengan kulit /Hinis )

Bilik ( tanpa Kulit )

Bilik ( corak khusus /Besar )

Page 55





(Rp)

HARGA *)

J. BAHAN FINISHING : LABURAN, PENGISIAN DAN ALATNYA1 Ampelas Lbr 6,000 2 Cat Besi Kg 32,000 3 Cat Bron Kg 30,000 4 Cat Genting Kg 14,000 5 Cat Kayu stara AVIAN Kg 35,000 6 Cat Kayu stara SIEV Kg 30,000 7 Cat Kayu stara AMCO - 8 Cat Marka / Spotlight Kg 36,000 9 Cat Plincote Kg 18,000

10 Cat Soligneum Galon /5 Ltr 30,000 11 Cat Tahan Asam Kg 42,000

12 Gall 242,000

13 Gall 175,000

14 Gall 60,000

15 Kg 12,000

16 Kg 12,000 17 Cat Tembok setara Metrolite - 18 Cat Tembok setara Mowilex exterior - 19 Cat Tembok setara Mowilex interior - 20 Cat Tembok setara Dulux exterior - 21 Cat Tembok setara Dulux interior -

22 Kg 30,000 23 Dempul Kayu Kg 12,000 24 Kape Kayu Bh 6,000 25 Kape Tembok Bh 6,000 26 Kuas 3 " bh 4,000 27 Kuas 4 " bh 9,000 28 Kumpon Kg 3,000 29 Meni Kayu /Besi Kg 18,000 30 Oker Coklat Kg 24,000 31 Oker Putih Kg 24,000 32 Plamir Cat Kg 12,000 33 Plamir Tembok Kg 22,500 34 Rol cat Tembok Bh 12,000 35 Sincromat Kg 10,000 36 Sirlak Ex India Kg 72,000 37 Spirtus Ltr 9,000 38 Terpentin Ltr 6,000 39 Tiner A Ltr 7,000

40 Ltr 15,000 41 Water Profing Emulision Kg 72,000 42 Vernis Kg 12,000

K. BAHAN KACA1 Glass Block 20 x 20 ex DN bh 16,500 2 Glass Block 20 x 20 ex LN bh 24,000 3 Kaca Polos 2 mm m2 42,000 4 Kaca Polos 3 mm m2 37,500 5 Kaca Polos 5 mm m2 47,500 6 Kaca Ryben 5 mm m2 55,000 7 Kaca Ryben 12 mm m2 149,000

L. BAHAN PAKU DAN MUR-BAUT1 Angker Mur Baut Ø19, panjang 60 cm bh 18,000 2 Baut /Mur Kg 12,000 3 Beugel Kuda-kuda Kg 12,000 4 Dak Angker Kg 8,000

Cat Tembok setara ICI Eksterior

Cat Tembok setara ICI interior ( Flapond & Dinding )

Cat Tembok setara Sanlex

Cat Tembok setara Sanlex

Cat Tembok setara Sanlex ( Putih )

Dempul Halus (Wood Filler) setara INFRA

Tiner setara ND

Page 56





(Rp)

HARGA *)

5 bh 10,000 6 Mur Baut Biasa Ø 19 s/d 16 ( 15 cm ) bh 4,800 7 Mur Baut HTM Ø 19 s/d 16 cm bh 7,800

8 Kg 9,000 9 Paku Beton 2 cm s/d 5 cm bh 1,200

10 Paku Cacing Kg 12,000

11 Bh 300 12 Piser Ø 12 s/d 20 cm bh 3,500




Page 57





(Rp)

HARGA *)

M. BAHAN SANITER1 Bak fibreglass Bh 105,000

2 Unit 786,000

3 Unit 1,028,000

4 bh 75,000 5 Closet Jongkok Porselin Warna bh 75,000 6 Floor Drain /Saringan KM stenless steel bh 18,000 7 Kran Bebek 1/2 " bh 72,000 8 Kitchen Zink Stailess Lengkap Sipon & Sparing bh 133,000 9 Kitchen Zink Stailess Standar lokal ( 1 Lobang ) bh 145,000

10 Kitchen Zink Stailess Non Standar franke ( 1 Lobang ) bh 169,000 11 Kitchen Zink Stailess Non Standar franke ( 2 Lobang ) bh 338,000

12 bh 181,000 13 Kran Tembok 1/2 " bh 42,000 14 Kran Tembok 3/4 " bh 27,000 15 Penyekat Urinoir Lbr 193,000 16 Seal tape Set 3,000

17 bh 193,000

18 bh 54,000

19 bh 12,000

20 bh 48,000 21 Tempat Sabun Porselin bh 114,000

22 bh 435,000

23 Unit 363,000

24 bh 242,000

25 bh 484,000

26 Bh 475,000

27 Bh 700,000 28 Tangki Fiber Glass 3m3 Bh - 29 Tangki Fiber Glass 6m3 Bh - 30 Tangki 3m3 PE # Bh 6,600,000 31 Tangki 6m3 PE # Bh 36,300,000

N. BAHAN PENUTUP ATAP1 Aksesoris nat bh 4,500 2 Asbes Gelombang besar Lbr 47,000 3 Atap Asbes Gelombang Besar 5 mm 80 x 180 Lbr 100,000 4 Atap Asbes Gelombang Kecil 4 mm 80 x 180 Lbr 20,000

5 Lbr 34,000

6 Lbr 36,000

7 Lbr 21,000 8 Atap Genteng Beton Warna 14,5/m2 m2 91,000 9 Atap Genteng Plentong m2 27,000

10 Lbr 15,000

11 Lbr 53,000 12 Bubung Asbes bh 18,000 13 Bubung Morando glasur bh 4,000 14 Bubung Morando natural bh 3,100 15 Bubungan Genteng Beton Pres bh 3,200 16 Bubungan Genteng Plentong bh 2,400 17 Genteng Palentong bh 1,100 18 Genteng Beton Pres bh 3,600 19 Genteng Cisangkan bh - 20 Genteng Morando Glasur 18 bh/m2 bh 1,850 21 Genteng Morando Natural 18 bh/m2 bh 1,600 22 Genting Bubungan bh 2,100 23 Atap Fiber Setara Canopy m2 165,000

Closet Duduk Keramik LN ( lengkap )

Closet Duduk Warna Standar INA ( lengkap )

Closet Jongkok Porselin Putih ( standar )


Shower ( dengan tiang )

Shower ( tanpa tiang )

Stop kran 1 " setara KIT

Stop kran 1¼ " setara KIT

Urinoir Warna Standar ( lengkap )

Wastafel Bulat Warna Standar ( lengkap )

Wastafel setara merk INA ( lengkap )

Wastafel setara merk TOTO LW 230 ( lengkap )

Water Thurn 500 liter (standar)

Water Thurn 1000 liter (standar)

Atap Fiberglass ( datar ) /Roof light fibreglass

Atap Fiber Glass Tebal 90 x 180 ( Gelombang )

Atap Fiber Glass Tipis 90 x 180 ( Gelombang )

Atap Plastik 80 x 180 ( Gelombang )

Atap Seng BJLS 28 /32 90 x 180 ( Gelombang )

Page 58





(Rp)

HARGA *)

Page 59





(Rp)

HARGA *)


10 Kawat Penagkal Petir ( Tembaga ) 16 Kg 66,000 11 Lampu Baret 30 cm + Neon Set 262,000 12 Lampu Dinding bh 263,000 13 Lampu Down Light sedang bh 55,000 14 Lampu Gantung Uk. Besar Unit 1,916,000 15 Lampu Gantung uk. Kecil Unit 423,500 16 Lampu Gantung uk. Sedang Unit 605,000 17 Lampu Hologin 500 Watt + Box bh 239,500 18 Lampu Mercury 60 Watt bh 239,500 19 Lampu Pijar 25 Watt bh 4,200 20 Lampu Pijar 40 Watt bh 7,200 21 Lampu SLE 15 Watt bh 30,200 22 Lampu SL 18 Watt bh 48,400 23 Lampu Sorot Philips 40 Watt bh 48,400 24 Lampu spot light 120 Watt / 150 Watt bh 36,300 25 Lampu spot light 300 Wattt bh 519,000 26 Lampu Tanam bh 119,000 27 Lampu TL 1 x 20 Watt bh 36,000 28 Lampu TL 1 x 40 Watt bh 42,000 29 Lampu TL 2 x 20 Watt bh 48,000 30 Lampu TL RM 2 x 20 Watt bh 279,000 31 Lampu TL RM 4 x 20 Watt bh 479,000 32 MLL 160 Watt bh 127,000 33 Panel LP-A bh 254,000 34 Panel LP-B bh 381,000 35 Panel LP-C bh 242,000 36 Panel LP-D bh 242,000 37 Panel LP-E bh 242,000 38 Panel SDP bh 133,000 39 Pasang telepon Ls 1,512,000 40 Saklar Ganda Broco bh 14,500 41 Saklar tunggal Broco bh 10,500 42 Stop kontak Broco bh 10,500 43 Tiang Listrik bh 4,840,000 44 Titik Cahaya Ttk 79,500 45 Trafo 80 Watt / 220 bh 393,000 46 Box Street bh 105,000 47 Genset STC 20 Kw Mesin Hopper Starter Setara Produk Cina bh 15,950,000 48 Genset STC 7,5 KW - Mesin 15,5 3 phase Hopper Starter, Setara Yanmar # bh - 49 Kabel NYY 3x6,5mm m 27,500 50 Kabel NYY 3x10mm m 44,000

P. BAHAN ALAT PENGGANTUNG KUNCI1 Engsel Jendela bh 7,200

2 bh 3,000 3 Engsel Pintu bh 12,500

4 bh 30,000 5 Espangnolet Psg 25,000 6 Grendel 15 cm bh 18,000



Page 60





(Rp)

HARGA *)

7 Grendel 5 cm bh 6,000 8 Hak Angin Biasa Psg 18,000 9 Hak Angin endok Stanless/Kuningan bh 30,000

10 Hak Angin Jendela Antik Psg 18,000 11 Hak Angin Kait Jendela Biasa Psg 4,500

12 bh 108,000

13 bh 78,000 14 Kunci Gembok (lengkap) bh 18,000

Kunci 2 Slaag setara "ANCOR" / "ASTON"

Kunci tanam setara TESA

Page 61





(Rp)

HARGA *)

15 Kunci tanam Antik bh 24,000

16 bh 60,000

17 bh 36,000

18 bh 54,000

19 bh 24,000

20 bh 42,000

21 bh 48,000

22 bh 72,000 23 Rel Henderson Lengkap bh 302,000 24 Rel Maraton 1 Pintu Unit 193,000 25 Slot Jendela bh 3,500 26 Slot Pintu Berikut Rantai Set 48,000 27 Kunci lemari bh 9,000 28 Tarikan Almari Rata - rata bh 6,000 29 Tarikan Pintu Almunium bh 36,000

Q. BAHAN PENGISAP SUMUR AIR DALAM1 Depp Well dengan kelengkapannya Kap.150 Ltr/menit Unit 272,250,000 2 Gear Pump Kap./Menit Unit 18,392,000 3 Hand Oil pump Unit 5,324,000

4 Unit 471,000

5 Unit 145,000

6 Unit 435,000

7 Unit 871,000 8 Pompa Kodok Unit 246,000

9 Unit 326,000

10 Unit 907,000

11 Unit 1,331,000 12 Pompa Sumbersible Kap 150 Liter/menit 3 KW Unit 32,428,000 13 Pompa Sentripugal Kap 2L/D Head 65M Unit 11,781,000


10 Water Pass Alumunium bh 34,000 11 Ember bh -


10 Concrete Vibrator ( E.20 ) Jam 17,000 11 Tree Wheel Roller Jam 70,100 12 Tandam Roller 6-8 Ton Jam 88,000

Kunci Kamar Bulat setara merk ALFA

Kunci Kamar Bulat setara Biasa

Kunci KM/WC setara Merk ALFA

Kunci Silinder setara ALFA untuk Pintu Alumunium

Kunci Slaag setaraANCOR ASLI

Kunci Slaag setara ISO

Kunci Slaag Silinder setara SEIS Asli Type 210 s.d 226

Pompa setara Dragon Asli

Pompa setara Dragon Tegal

Pompa Jet-Pump 250 W setara SANYO

Pompa Jet-Pump 450 W setara SANYO

Pompa listrik 100 Watt setara "SANYO"



Page 62





(Rp)

HARGA *)

13 Tire Roller 8-10 Ton Jam 73,000 14 Roller Vibrator 5-8 Ton Jam 173,000 15 Pedestrian Roller Jam 30,000 16 Roller Pneumatic 8-15 Ton Jam 86,000 17 Wheel Loader 1-1,6 m3 Jam 202,000 18 Crane 10 15 Ton Jam 92,000

Page 63





(Rp)

HARGA *)

19 Genset Jam 23,000 20 Draklint Jam 47,000 21 Track Loader 75 100 HP Jam 123,000 22 Motor Grader 100 HP Jam 216,200 23 Pneumatic Drill Hammer Jam 84,000 24 Ship Foot Roller Jam 152,000 25 Stone Crusher Jam 358,000 26 Teractor Equipnment Jam 69,000 27 Screening Plent Jam 86,000 28 Spreyer,Self - Proop 1001 Jam 47,000 29 Tamper, Viberator Plate Jam 23,000 30 Crusher / SCB Jam 357,000 31 Concerate Viberator Jam 17,000 32 Pick Up Jam 42,000 33 Dump Truck 3-4 m3 Jam 83,900 34 Dump Truck 5 Ton 125 HP Jam 88,000 35 Flatbad Truck 3,5 Ton Jam 60,000 36 Truck 3/4 Jam 47,000 37 Truck Fuso Jam 60,000 38 Mesin Las Listrik 18 PK Jam 34,000 39 Mesin Pompa Air 3" Jam 17,000 40 Jack Hammer Jam 17,000 41 Compressor 4000 - 6500/m( E.05 ) Jam 47,000 42 Pump Water 70 100 mm Jam 14,000 43 Trailler, Towed 1 Ton Jam 188,000 44 Water Tank 3000 - 4500 Liter Jam 83,900

T. BAHAN LANTAI DAN PELAPIS DINDING

1 m2 /Dus 38,000 2 Keramik 40 x 40 KW I DN Warna m2 /Dus 41,000




9 m2 /Dus 36,000 10 Tegel Warna 30 x 30 cm bh 1,700


V. HARGA BBM1 Premium Ltr 4,500 2 Minyak Solar Ltr 4,300 3 Residu /Ter Ltr 1,100 4 Plux Oil Ltr - 5 Minyak Bakar Ltr 2,500 6 Olie SAE (Mesran, Pertamina) Ltr 19,800






Page 64


100,000

30,000

70,000

50,000

95,000

65,000

125,000

67,000

90,000

122,500

135,000

125,000

115,000

98,000

85,000

56,500

850

2,500

2,000

2,000

1,500

400

3,000

4,500

3,500

4,000

29,000

31,000

38,000

41,000

44,000

28,000

56,000

25,000

48,000

35,000

61,000

38,000

25,000

26,000

4,000

17,000

23,000

18,000

51,500

71,000

7,000

616,000

577,000

165,000

110,000

0

0

8,064.52

690,000

Page 65


0

767,000

684,000

0

3,500

88,000

Page 66


12,000

8,000

13,800

181,400

0

139,000

13,000

56,000

64,000

7,500

11,000

2,500

30,000

10,000

12,500

15,000

15,000

24,000

33,000

998,200

1,512,500

39,900

6,000

15,000

15,000

9,500

9,500

9,500

484,000

35,000

18,000

147,000

268,000

454,000

171,000

13,750

19,250

24,750

28,700

34,500

45,000

57,500

38,500

49,500

60,500

115,000

7,000

78,060

Page 67


98,220

22,836

29,216

33,902

261,000

398,220

Page 68


8,500

12,500

15,000

23,000

30,000

45,000

Page 69


5,000

7,000

16,000

14,000

18,000

4,290,000

4,290,000

5,445,000

5,720,000

5,720,000

Page 70


5,720,000

5,720,000

1,800,000

3,190,000

8,470,000

Page 71


12,100,000

15,125,000

18,755,000

18,150,000

4,290,000

5,720,000

5,720,000

2,117,000

2,117,000

7,000

0

1,400,000

4,290,000

6,050,000

5,720,000

5,720,000

5,720,000

6,050,000

1,000

5,720,000

9,000

2,000

3,000

8,000

12,000

22,000

108,000

30,000

0

72,000

8,000

80,000

62,000

72,000

65,000

62,000

62,000

90,000

94,000

108,000

139,000

48,000

96,000

145,000

72,000

121,000

102,000

84,000

42,000

60,000

9,000

6,000

10,000

84,000

Page 72


6,000

32,000

30,000

14,000

35,000

30,000

0

36,000

18,000

30,000

42,000

242,000

175,000

60,000

12,000

12,000

0

0

0

0

0

30,000

12,000

6,000

6,000

4,000

9,000

3,000

18,000

24,000

24,000

12,000

22,500

12,000

10,000

72,000

9,000

6,000

7,000

15,000

72,000

12,000

16,500

24,000

42,000

37,500

47,500

55,000

149,000

18,000

12,000

12,000

8,000

Page 73


10,000

4,800

7,800

9,000

1,200

12,000

300

3,500

Page 74


105,000

786,000

1,028,000

75,000

75,000

18,000

72,000

133,000

145,000

169,000

338,000

181,000

42,000

27,000

193,000

3,000

193,000

54,000

12,000

48,000

114,000

435,000

363,000

242,000

484,000

475,000

700,000

0

0

6,600,000

36,300,000

4,500

47,000

100,000

20,000

34,000

36,000

21,000

91,000

27,000

15,000

53,000

18,000

4,000

3,100

3,200

2,400

1,100

3,600

0

1,850

1,600

2,100

165,000

Page 75


21,000

36,000

36,000

3,194,000

1,235,000

1,375,000

2,557,000

423,000

60,000

66,000

262,000

263,000

55,000

1,916,000

423,500

605,000

239,500

239,500

4,200

7,200

30,200

48,400

48,400

36,300

519,000

119,000

36,000

42,000

48,000

279,000

479,000

127,000

254,000

381,000

242,000

242,000

242,000

133,000

1,512,000

14,500

10,500

10,500

4,840,000

79,500

393,000

105,000

15,950,000

27,500

44,000

7,200

3,000

12,500

30,000

25,000

18,000

Page 76


6,000

18,000

30,000

18,000

4,500

108,000

78,000

18,000

Page 77


24,000

60,000

36,000

54,000

24,000

42,000

48,000

72,000

302,000

193,000

3,500

48,000

9,000

6,000

36,000

###

18,392,000

5,324,000

471,000

145,000

435,000

871,000

246,000

326,000

907,000

1,331,000

32,428,000

11,781,000

29,000

12,000

49,000

19,800

9,900

66,000

10,500

42,900

1,300

34,000

110,700

706,000

106,000

47,100

249,000

315,000

199,000

23,000

41,000

17,000

70,100

88,000

Page 78


73,000

173,000

30,000

86,000

202,000

92,000

Page 79


23,000

47,000

123,000

216,200

84,000

152,000

358,000

69,000

86,000

47,000

23,000

357,000

17,000

42,000

83,900

88,000

60,000

47,000

60,000

34,000

17,000

17,000

47,000

14,000

188,000

83,900

38,000

41,000

30,000

36,000

27,000

39,000

30,000

39,000

36,000

1,700

33,000

72,000

242,000

93,000

4,500

4,300

1,100

0

2,500

19,800

PERHITUNGAN BERAT BESI (KS) /M3

No JenisDimensi

Luas

Penampang

L P T M2

P1 PONDASI PLAT P1 1.20 0.80 0.30 0.960 Tul atas Ø 16 - 15.00 Tul atas Ø 12 - 15.00 Tul Bawah Ø 16 - 15.00 Tul Bawah Ø 12 - 15.00

PONDASI PLAT P1 P2 Tul atas Ø 16.0 - 15.00 0.80 0.80 0.25 0.200

Tul atas Ø 12.0 - 15.00 Tul Bawah Ø 12.0 - 15.00 Tul Bawah Ø 12.0 - 15.00

PONDASI PLAT TANGGA Tul atas Ø 12.0 - 15.00 0.70 1.00 0.25 0.175 Tul atas Ø 12.0 - 15.00 Tul Bawah Ø 12.0 - 15.00 Tul Bawah Ø 12.0 - 15.00

SLOOF S1 0.20 0.30 0.060 S1 Tul. Pokok 4.00 Ø 12.00

Sengkang Ø 8.00

SLOOF S2 0.15 0.20 0.030 Tul. Pokok 4.00 Ø 10.00 Sengkang Ø 8.00

KOLOM PRAKTIS 0.15 0.15 0.023 KP Tul. Pokok 4.00 Ø 12.00

Sengkang Ø 8.00

KOLOM K3 0.20 0.30 0.060 Tul. Pokok 4.00 Ø 13.00 Tul. Pokok 2.00 Ø 10.00 Sengkang Ø 8.00

KOLOM KC 0.20 0.20 0.040 Tul. Pokok 4.00 Ø 12.00 Tul. Pokok Ø 10.00 Sengkang Ø 8.00

KOLOM KB 0.25 0.35 0.088 Tul. Pokok 6.00 Ø 16.00

KODE STRUKTU

R

Tul. Pokok 2.00 Ø 12.00 Sengkang Ø 8.00

RING BALK 0.10 0.15 0.015 Tul. Pokok 4.00 Ø 10.00 Sengkang Ø 6.00

RING BALK 0.15 0.20 0.030 Tul. Pokok 4.00 Ø 10.00 Sengkang Ø 8.00

BALOK MEMANJANG 20/30 0.20 0.30 0.060 Tul. Pokok 7.00 Ø 13.00 Sengkang Ø 8.00 - 15.00



BALOK B1 (25/45) 0.25 0.45 0.113 Tul. Pokok 6.00 Ø 16.00 Tul. Pokok 2.00 Ø 10.00 Sengkang Ø 8.00 - 15.00

BALOK (25/35) 0.25 0.35 0.088 Tul. Pokok 5.00 Ø 16.00 Sengkang 2.00 Ø 10.00

Ø 8.00 - 15.00

PLAT DAK 1.00 0.10 0.100 Tul. Pokok Ø 8 - 15.00 Tul. Pokok Ø 8 - 15.00

PLAT LANTAI 1 1.00 0.15 0.150 Tul. Pokok Ø 10 - 15.00 Tul. Pokok Ø 10 - 15.00

PLAT LANTAI 1 1.00 0.25 0.250 Tul. Pokok Ø 16 - 15.00 Tul. Pokok Ø 16 - 15.00

Selimut Jarak Jmh Pjng Berat Bsi Jmh/ Berat Pjng

Beton Sengkang Sengkang Sekng/Bh Tul. Pjng BESI Beton/M3

./ M3 ( Bh ) .+ Hak Kg/M' M3 Kg M'

0..05 0.050 0.150 8.000 1.200 1.580 9.600 15.168 0.240 0.050 0.150 6.000 1.400 0.888 8.400 7.457 0.050 0.150 8.000 1.200 0.888 9.600 8.522 0.050 0.150 6.000 1.400 0.888 8.400 7.457

38.605

0.050 0.150 6.000 1.200 1.580 7.200 8.640 0.160 0.050 0.150 6.000 1.200 0.888 7.200 8.640 0.050 0.150 6.000 1.200 0.888 7.200 8.640 0.050 0.150 6.000 1.200 0.888 7.200 8.640

34.560

0.050 0.150 7.000 0.950 0.888 6.650 5.905 5.714 0.050 0.150 7.000 0.950 0.888 6.650 5.905 0.050 0.150 7.000 0.950 0.888 6.650 5.905 0.050 0.150 7.000 0.950 0.888 6.650 5.905

23.621

0.888 100.000 88.776 16.667 0.025 0.200 83.333 0.800 0.395 66.667 26.304

115.080

0.617 200.000 123.300 33.333 0.025 0.200 166.667 0.800 0.395 133.333 52.608

175.908

0.888 177.778 157.824 44.444 0.020 0.150 296.296 0.570 0.395 168.889 66.637

224.461

1.042 66.667 69.459 16.667 0.617 33.333 20.567

0.025 0.150 111.111 1.100 0.395 122.222 48.224 138.250

0.888 100.000 88.776 25.000 0.617 - -

0.025 0.150 166.667 1.100 0.395 183.333 72.336 161.112

1.580 68.571 108.343 11.429

0.617 22.857 14.103 0.030 0.150 76.190 0.750 0.395 57.143 22.546

144.992

0.617 266.667 164.400 66.667 0.020 0.150 445.444 0.390 0.222 173.723 38.556

202.956

0.617 133.333 82.200 33.333 0.020 0.150 223.222 0.590 0.395 131.701 51.964

134.164

1.042 100.000 104.188 16.667 0.025 0.150 7.667 0.850 0.395 6.517 2.571

106.760

1.042 68.571 71.444 11.429 0.025 0.150 7.667 1.050 0.395 8.050 3.176

74.620

1.578 30.769 48.561 3.846 0.025 0.150 7.667 1.950 0.617 14.950 9.217

57.778

1.578 53.333 84.173 8.889 0.617 17.778 10.960

0.030 0.150 60.259 1.210 0.395 72.914 28.769 123.902

1.578 62.857 99.204 11.429 0.030 0.617 22.857 14.091

0.150 77.19 1.080 0.395 83.366 113.295 226.590

0.030 0.150 7.667 2.010 0.395 15.410 6.080 10.000 0.030 0.150 7.667 2.010 0.395 15.410 6.080

12.160

0.030 0.150 7.667 2.110 0.617 16.177 9.973 6.667 0.030 0.150 7.667 2.110 0.617 16.177 9.973

19.946

- 0.150 7.667 2.550 1.578 19.550 30.855 4.000 - 0.150 7.667 2.550 1.578 19.550 30.855

61.709

Berat Luas

Besi/M3 Bekisting

Kg /M3

160.854 4.167

216.000 5.000

134.976 1.429

117.382 10.000 295.31

179.426 20.000 295.31

228.950 26.667

141.015 13.333

164.334 20.000

147.892 11.429

207.015 20.000

136.847 21.667

108.895 13.333

76.112 9.143

58.933 3.077

126.380 10.222

231.122 10.857

121.603 12.000

132.972 10.173

246.837 9.533

ANALISA HARGA SATUAN PEKERJAANWILAYAH KOTA TASIKMALAYA

TAHUN ANGGARAN 2009Keuntungan 10 % 0.1000

HARGA HARGA HARGA SATUANKODE JENIS PEKERJAAN KOEFISIEN SATUAN UPAH BAHAN PEKERJAAN

( Rp ) ( Rp ) ( Rp ) ( Rp )a b c d e f=(cxe) g=(cxe) h

A PEKERJAAN PERSIAPAN

A-01 1 m' PAGAR SEMENTARA DARI KAYU, tinggi=2 METER

Dolken Kayu D 8-10/400 Cm 1.2500 Btg 14,000.00 17,500.00

Semen Portland 2.5000 kg 1,030.00 2,575.00

Pasir Beton 0.0050 m3 125,000.00 625.00

Koral Beton 0.0090 m3 125,000.00 1,125.00

Kayu 5/7 0.0720 m3 1,400,000.00 100,800.00

Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Residu 0.4000 Lt 1,100.00 440.00

Tukang Kayu 0.2000 HOK 42,000.00 8,400.00

Pekerja 0.4000 HOK 30,000.00 12,000.00

Kepala Tukang 0.0200 HOK 42,000.00 840.00

Mandor 0.0200 HOK 41,000.00 820.00

Total 22,060.00 123,605.00

Total Harga 145,665.00

Keuntungan 14,566.50

Jumlah Total 160,231.50

A-02 1 m' PAGAR SEMENTARA /PENGAMAN PROYEK DARI SENG GELOMBANG, tinggi=2 METER


Semen Portland 2.5000 Kg 1,030.00 2,575.00

Seng gelombang 3"-5" 1.2000 lbr 39,900.00 47,880.00

Pasir Beton 0.0050 m3 125,000.00 625.00

Koral Beton 0.0090 m3 125,000.00 1,125.00

Kayu 5/7 0.0720 m3 2,117,000.00 152,424.00

Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Meni besi 0.4500 Kg 18,000.00 8,100.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00

Pekerja 0.4000 HOK 30,000.00 12,000.00

Kepala tukang 0.0200 HOK 42,000.00 840.00

Mandor 0.0200 HOK 41,000.00 820.00

Total 22,060.00 230,769.00




A-03 1 m' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 METER



Kawat Duri 25.0000 Kg 2,500.00 62,500.00

Pasir Beton 0.0050 m3 125,000.00 625.00

Koral Beton 0.0090 m3 125,000.00 1,125.00

Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00

Pekerja 0.3000 HOK 30,000.00 9,000.00


Mandor 0.0200 HOK 41,000.00 820.00

Total 19,060.00 80,850.00


Keuntungan 9,991.00


A-04 1 m' PENGUKURAN DAN PEMASANGAN BOUWPLANK

Kayu 5/7 0.0120 m3 1,400,000.00 16,800.00

Paku biasa 2"-5" 0.0200 Kg 9,000.00 180.00

Kayu papan 3/20 0.0070 m3 1,400,000.00 9,800.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00

Pekerja 0.1000 HOK 30,000.00 3,000.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 26,780.00


Keuntungan 3,460.50


A-05 1 m2 PEMBUATAN KANTOR SEMENTARA /DIREKSI DENGAN LANTAI PLESTERAN

Dolken Kayu D 8-10/400 Cm 1.2500 Btg 14,000.00

Kayu 0.1800 m3 1,400,000.00 252,000.00

Paku biasa 0.8500 Kg 9,000.00 7,650.00

Besi strip 1.1000 Kg 12,000.00 13,200.00


Pasir Pasang 0.1500 m3 65,000.00 9,750.00

Pasir Beton 0.1000 m3 125,000.00 12,500.00

Koral Beton 0.1500 m3 90,000.00 13,500.00

Bata Merah 30.0000 Bh 400.00 12,000.00

a b c d e f=(cxe) g=(cxe) hSeng Plat 0.2500 Lbr 39,900.00 9,975.00

Jendela nako 2.0000 Bh

Kaca Polos 0.0800 m2

Kunci tanam 0.1500 Bh

Plywood 4 mm 0.0600 Lbr

Tukang kayu 2.0000 HOK 42,000.00 84,000.00

Tukang Batu 1.0000 HOK 38,500.00 38,500.00

Pekerja 2.0000 HOK 30,000.00 60,000.00

Kepala Tukang 0.3000 HOK 42,000.00 12,600.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 197,150.00 366,625.00




A-06 1 m2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT


Kayu 0.2100 m3 1,400,000.00 294,000.00

Paku biasa 0.3000 Kg 9,000.00 2,700.00


Pasir Beton 0.0300 m3 125,000.00 3,750.00

Koral Beton 0.0500 m3 125,000.00 6,250.00

Seng gelombang BJLS 32 1.5000 Lbr 39,900.00 59,850.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Kepala tukang 0.2000 HOK 42,000.00 8,400.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 124,450.00 401,165.00




A-07 1 m2 PEMBUATAN RUMAH JAGA / KOSTRUKSI KAYU


Kayu 0.2760 m3 1,400,000.00 386,400.00

Paku biasa 0.7000 Kg 9,000.00 6,300.00


Tukang kayu 1.5000 HOK 42,000.00 63,000.00

Pekerja 1.0000 HOK 30,000.00 30,000.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 101,350.00 494,550.00




A-08 1 m2 PEKERJAAN MEMBERSIHKAN LAPANGAN DAN PERATAAN

Pekerja 0.1000 HOK 30,000.00 3,000.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 5,050.00


Keuntungan 505.00


A-09 1 m2 PEMBUATAN BEDENG BURUH


Kayu 0.1860 m3 1,400,000.00 260,400.00

Paku biasa 0.3000 Kg 9,000.00 2,700.00


Pasir Beton 0.0300 m3 125,000.00 3,750.00

Koral Beton 0.0500 m3 125,000.00 6,250.00


Plywood 4mm 1.3500 Lbr 48,000.00 64,800.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00

Pekerja 1.0000 HOK 30,000.00 30,000.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 124,450.00 433,790.00




A-10 1 m2 PEMBUATAN BAK ADUKAN, UKURAN (40 x 50 x 20) cm

Kayu terentang 0.0360 m3 1,400,000.00 50,400.00

Paku biasa 0.0800 Kg 9,000.00 720.00

Kaso 5/7 1.0000 Btg 7,000.00 7,000.00

Tukang kayu 0.3000 HOK 42,000.00 12,600.00

Mandor 0.0015 HOK 41,000.00 61.50

Total 12,661.50 58,120.00


Keuntungan 7,078.15


A-11 1 m2 PEMBUATAN STEGGER DARI BAMBU, UKURAN (40 x 50 x 20) cm

a b c d e f=(cxe) g=(cxe) hBambu Ø 6-8/600 cm 1.0000 Btg 0.00 0.00

Tali ijuk 0.2500 Kg 7,000.00 1,750.00

Tukang kayu 0.0170 HOK 42,000.00 714.00


Pekerja 0.2500 HOK 30,000.00 7,500.00

Mandor 0.0130 HOK 41,000.00 533.00

Total 8,831.00 1,750.00


Keuntungan 1,058.10


A-12 1 m2 PEMBUATAN JALAN SEMENTARA

Batu belah 15/20 0.1500 m3 67,000.00 10,050.00

Batu Pecah 5/7 0.0900 m3 98,000.00 8,820.00

Pasir pasang 0.0100 m3 95,000.00 950.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 32,050.00 19,820.00


Keuntungan 5,187.00


A-13 1 m3 BONGKARAN BETON BERTULANG

Pekerja 6.6670 HOK 30,000.00 200,010.00

Mandor 0.3330 HOK 41,000.00 13,653.00

Total 213,663.00




A-14 1 m3 BONGKARAN DINDING TEMBOK BATA MERAH

Pekerja 0.6667 HOK 30,000.00 20,001.00

Mandor 0.0333 HOK 41,000.00 1,365.30

Total 21,366.30


Keuntungan 2,136.63


A-15 1 M' PASANG PAGAR KAWAT JARING GALVANIS, TINGGI 1M

A-16 1 M' PASANG PAGAR BETON PRACETAK (5X50X213)CM

Dihitung

Pekerja 0.0500 HOK 30,000.00 1,500.00

Mandor 0.0250 HOK 41,000.00 1,025.00

Total 2,525.00


Keuntungan 252.50


Dihitung

Pekerja 0.4000 HOK 30,000.00 12,000.00

Mandor 0.1000 HOK 41,000.00 4,100.00

Total 16,100.00


Keuntungan 1,610.00


Dihitung

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.0250 HOK 42,000.00 1,050.00

Kepala tukang kayu 0.0025 HOK 42,000.00 105.00

Mandor 0.0050 HOK 41,000.00 205.00

Total 4,360.00


Keuntungan 436.00


Dihitung

Pekerja 4.0000 HOK 30,000.00 120,000.00

Tukang kayu 3.0000 HOK 42,000.00 126,000.00

Mandor 0.2000 HOK 41,000.00 8,200.00

Total 254,200.00




Dihitung

Pekerja 0.1250 HOK 30,000.00 3,750.00

Mandor 0.0050 HOK 41,000.00 205.00

Total 3,955.00


Keuntungan 395.50


1 m2 BONGKARAN PLESTERAN DINDING (A144 Kep.Gub)

1 m2 BONGKARAN GENTENG (A146 Kep.Gub)

1 m2 BONGKARAN RANGKA ATAP /RENG+KASO (A147)

1 m3 BONGKARAN KUDA-KUDA, GORDING /BALOK (A150)

1 m2 BONGKARAN PLAFOND (A162)

a b c d e f=(cxe) g=(cxe) h

B PEKERJAAN TANAH

B-01 1 m3 GALIAN TANAH BIASA SEDALAM 1 METER

Pekerja 0.4000 HOK 30,000.00 12,000.00

Mandor 0.0400 HOK 41,000.00 1,640.00

Total 13,640.00


Keuntungan 1,364.00



Pekerja 0.5260 HOK 30,000.00 15,780.00

Mandor 0.0520 HOK 41,000.00 2,132.00

Total 17,912.00


Keuntungan 1,791.20



Pekerja 0.7350 HOK 30,000.00 22,050.00

Mandor 0.0730 HOK 41,000.00 2,993.00

Total 25,043.00


Keuntungan 2,504.30


B-04 1 m3 GALIAN TANAH KERAS SEDALAM 1 METER

Pekerja 0.6250 HOK 30,000.00 18,750.00

Mandor 0.0620 HOK 41,000.00 2,542.00

Total 21,292.00


Keuntungan 2,129.20


B-05 1 m3 GALIAN TANAH CADAS SEDALAM 1 METER

Pekerja 1.2500 HOK 30,000.00 37,500.00

Mandor 0.1250 HOK 41,000.00 5,125.00

Total 42,625.00


Keuntungan 4,262.50


B-06 1 m3 GALIAN TANAH LUMPUR SEDALAM 1 METER

Pekerja 0.8230 HOK 30,000.00 24,690.00

Mandor 0.0830 HOK 41,000.00 3,403.00

Total 28,093.00


Keuntungan 2,809.30


B-07 1 m2 PEKERJAAN STRIPPING SETINGGI 1 METER

Pekerja 0.0500 HOK 30,000.00 1,500.00

Mandor 0.0050 HOK 41,000.00 205.00

Total 1,705.00


Keuntungan 170.50


B-08 1 m3 PEMBUANGAN TANAH SEJAUH 150 METER

Pekerja 0.5160 HOK 30,000.00 15,480.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 17,530.00


Keuntungan 1,753.00


B-09 1 m3 URUGAN KEMBALI

Pekerja 0.1920 HOK 30,000.00 5,760.00

Mandor 0.0190 HOK 41,000.00 779.00

Total 6,539.00


Keuntungan 653.90


B-10 1 m3 PEMADATAN TANAH

Pekerja 0.5000 HOK 30,000.00 15,000.00

Mandor 0.0500 HOK 41,000.00 2,050.00

Total 17,050.00


Keuntungan 1,705.00


a b c d e f=(cxe) g=(cxe) hB-11 1 m3 URUGAN PASIR

Pasir urug 1.2000 m3 50,000.00 60,000.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Mandor 0.0100 HOK 41,000.00 410.00

Total 9,410.00 60,000.00


Keuntungan 6,941.00


B-12 1 m3 LAPISAN PUDEL CAMPURAN 1 KP : 3 PS : 7 TL

B-13 1 m3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TL

B-14 1 m3 PEMASANGAN LAPISAN IJUK

Ijuk 1.2000 m3 7,000.00 8,400.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Mandor 0.0150 HOK 41,000.00 615.00

Total 5,115.00 8,400.00


Keuntungan 1,351.50


B-15 1 m3 URUGAN SIRTU

Sirtu 1.2000 m3 70,000.00 84,000.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Mandor 0.0250 HOK 41,000.00 1,025.00

Total 8,525.00 84,000.00


Keuntungan 9,252.50


B-16 1 m2 PEMBUATAN JALAN SEMENTARA TEBAL 25 CM

Batu Belah 0.2750 m3 67,000.00 18,425.00

Kerikil 0.0300 m3 125,000.00 3,750.00

Pasir 0.0500 m3 50,000.00 2,500.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Mandor 0.1000 HOK 41,000.00 4,100.00

Total 34,100.00 24,675.00


Keuntungan 5,877.50


Dihitung 1 m3 URUGAN TANAH

Tanah Urugan 1.2000 m3 30,000.00 36,000.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Mandor 0.0100 HOK 41,000.00 410.00

Total 9,410.00 36,000.00


Keuntungan 4,541.00


C PEKERJAAN PONDASI

C-01 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 1 Ps

Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.3140 m3 95,000.00 29,830.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 507,290.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.4270 m3 95,000.00 40,565.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 389,275.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.4850 m3 95,000.00 46,075.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00

a b c d e f=(cxe) g=(cxe) hKepala tukang 0.0600 HOK 42,000.00 2,520.00

Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 327,835.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.5200 m3 95,000.00 49,400.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 290,990.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.5440 m3 95,000.00 51,680.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 265,460.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.5610 m3 95,000.00 53,295.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 247,505.00





Batu belah 15/20 cm 1.1000 m3 67,000.00 73,700.00


Pasir pasang 0.5610 m3 95,000.00 53,295.00

Pekerja 1.5000 HOK 30,000.00 45,000.00

Tukang batu 0.6000 HOK 38,500.00 23,100.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 73,695.00 220,725.00




C-09 1 m3 PASANGAN PONDASI BATU KALI, 1 Kp : 1 Sm : 1 Ps


C-11 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 1/4 Kp : 4 Ps

C-12 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 3 Kp : 10 Ps

C-13 1 m3 PASANGAN PONDASI BATU KALI, 1/4 Pc : 1 Kp : 4 Ps

C-014 1 m3 PASANGAN PONDASI BATU KOSONG

Batu belah 15/20 cm 1.2000 m3 67,000.00 80,400.00

Pasir urug 0.3000 m3 50,000.00 15,000.00

Pekerja 0.7800 HOK 30,000.00 23,400.00

Tukang batu 0.3900 HOK 38,500.00 15,015.00


Mandor 0.0390 HOK 41,000.00 1,599.00

Total 41,652.00 95,400.00




C-015 1 m3 PASANGAN PONDASI SIKLOP 40% BATU KALI

Besi beton 75.0000 Kg 8,000.00 600,000.00


Pasir beton 0.3200 m3 125,000.00 40,000.00

Koral beton 0.4900 m3 125,000.00 61,250.00

Kawat beton 0.8000 Kg 11,000.00 8,800.00

a b c d e f=(cxe) g=(cxe) hPekerja 3.0000 HOK 30,000.00 90,000.00

Tukang batu 0.8500 HOK 38,500.00 32,725.00


Mandor 0.1500 HOK 41,000.00 6,150.00

Total 132,445.00 918,110.00

Total Harga 1,050,555.00


Jumlah Total 1,155,610.50

C-016 1 m3 PASANGAN PONDASI SUMURAN DIAMETER 100 cm

Batu belah 15/20 cm 0.4500 m3 67,000.00 30,150.00


Pasir beton 0.4500 m3 125,000.00 56,250.00

Koral beton 0.6700 m3 125,000.00 83,750.00

Pekerja 2.3800 HOK 30,000.00 71,400.00

Tukang batu 0.3000 HOK 38,500.00 11,550.00


Mandor 0.0800 HOK 41,000.00 3,280.00

Total 87,490.00 458,550.00




C-017 1 m3 PEMBUATAN TIANG PANCANG BETON BERTULANG ( 40x40 ) cm,

Pasir urug darat 0.0190 m3 50,000.00 950.00

Pasir beton 0.0940 m3 125,000.00 11,750.00

Koral beton 0.1500 m3 125,000.00 18,750.00


Besi beton 45.0000 Kg 8,000.00 360,000.00

Kawat beton 0.9000 Kg 11,000.00 9,900.00

Kayu kaso 5/7 0.0320 m3 1,400,000.00 44,800.00

Paku 0.1200 Kg 9,000.00 1,080.00

Minyak bekisting 0.0900 Lt 0.00 0.00

Plamir tembok 0.2400 Kg 22,500.00 5,400.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang batu 0.6700 HOK 38,500.00 25,795.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 60,659.00 514,945.00




C-018 1 m3 PEMBUATAN TIANG PANCANG BETON BERTULANG ( 35x35 ) cm,

Pasir urug darat 0.0160 m3 50,000.00 800.00

Pasir beton 0.0800 m3 125,000.00 10,000.00

Koral beton 0.1250 m3 125,000.00 15,625.00


Besi beton 34.5000 Kg 8,000.00 276,000.00

Kawat beton 0.7000 Kg 11,000.00 7,700.00

Kayu kaso 5/7 0.0270 m3 1,400,000.00 37,800.00

Paku 0.1200 Kg 9,000.00 1,080.00

Minyak bekisting 0.0900 Lt 0.00 0.00

Plamuur tembok 0.2000 Kg 22,500.00 4,500.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 46,990.00 403,975.00




D PEKERJAAN DINDING

D-01 1 m2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 PC : 1 Ps

Bata merah ( 5x11x22 ) cm 140.0000 Bh 400.00 56,000.00


Pasir pasang 0.0590 m3 65,000.00 3,835.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 29,270.00 125,785.90







Pasir pasang 0.0800 m3 65,000.00 5,200.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

a b c d e f=(cxe) g=(cxe) hTukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 29,270.00 106,005.00







Pasir pasang 0.0910 m3 65,000.00 5,915.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 29,270.00 95,853.50







Pasir pasang 0.0930 m3 65,000.00 6,045.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 29,270.00 89,391.50







Pasir pasang 0.1020 m3 65,000.00 6,630.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 29,270.00 85,496.00





D-07 1 m2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 PC : 3 Kp : 10 Ps

D-08 1 m2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 PC : 1 Ps




Pasir pasang 0.0380 m3 65,000.00 2,470.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 14,485.00 49,988.50


Keuntungan 6,447.35





Pasir pasang 0.0400 m3 65,000.00 2,600.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 14,485.00 45,401.10


Keuntungan 5,988.61





Pasir pasang 0.0430 m3 65,000.00 2,795.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00

a b c d e f=(cxe) g=(cxe) hKepala tukang 0.0100 HOK 42,000.00 420.00

Mandor 0.0150 HOK 41,000.00 615.00

Total 14,485.00 42,640.00


Keuntungan 5,712.50





Pasir pasang 0.0450 m3 65,000.00 2,925.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00


Mandor 0.0150 HOKK 41,000.00 615.00

Total 14,485.00 40,895.40


Keuntungan 5,538.04




D-015 1 m2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 Kp : 10 Ps

D-016 1 m2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp : 1 Sm : 1 Ps


D-018 1 m2 PASANGAN DINDING HOKLLOWBLOCK /BATAKO (HB-20)

Hollow block (HB-20) 12.5000 Bh 2,000.00 25,000.00


Pasir pasang 0.0480 m3 95,000.00 4,560.00

Besi beton polos 1.9500 Kg 8,000.00 15,600.00

Pekerja 0.3500 HOK 30,000.00 10,500.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0170 HOK 41,000.00 697.00

Total 17,602.00 59,065.00


Keuntungan 7,666.70



Hollow block (HB-15) 12.5000 Bh 2,000.00 25,000.00


Pasir pasang 0.0380 m3 95,000.00 3,610.00


Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.1200 HOK 38,500.00 4,620.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 15,339.00 54,973.50


Keuntungan 7,031.25



D-021 1 m2 PASANGAN DINDING CONBLOCK (CB-20)

Concrete block (CB-20) 12.5000 Bh 4,000.00 50,000.00


Pasir beton 0.0040 m3 125,000.00 500.00

Pasir pasang 0.0420 m3 95,000.00 3,990.00


Paku biasa 2"-5" 0.0060 Kg 9,000.00 54.00

Kayu terentang 0.0010 m3 1,400,000.00 1,400.00

Kawat beton 0.0300 Kg 11,000.00 330.00

Koral beton 0.0050 m3 125,000.00 625.00

Pekerja 0.3700 HOK 30,000.00 11,100.00

Tukang batu 0.1570 HOK 38,500.00 6,044.50

Tukang besi 0.0070 HOK 41,000.00 287.00


Mandor 0.0185 HOK 41,000.00 758.50

Total 18,878.80 102,330.50







Pasir beton 0.0030 m3 125,000.00 375.00

Pasir pasang 0.0320 m3 95,000.00 3,040.00

Besi beton polos Ø 8 mm 0.8700 Kg 8,000.00 6,960.00

Paku biasa 2"-5" 0.0040 Kg 9,000.00 36.00

a b c d e f=(cxe) g=(cxe) hKayu terentang 0.0010 m3 1,400,000.00 1,400.00

Kawat beton 0.0200 Kg 11,000.00 220.00

Koral beton 0.0040 m3 125,000.00 500.00

Pekerja 0.3400 HOK 30,000.00 10,200.00

Tukang batu 0.1300 HOK 38,500.00 5,005.00

Tukang besi 0.0070 HOK 41,000.00 287.00


Mandor 0.0170 HOK 41,000.00 697.00

Total 16,764.40 73,304.80


Keuntungan 9,006.92





Pasir beton 0.0020 m3 125,000.00 250.00

Pasir pasang 0.0210 m3 95,000.00 1,995.00


Paku biasa 2"-5" 0.0030 Kg 9,000.00 27.00

Kayu terentang 0.0010 m3 1,400,000.00 1,400.00

Kawat beton 0.0150 Kg 11,000.00 165.00

Koral beton 0.0030 m3 125,000.00 375.00

Pekerja 0.3400 HOK 30,000.00 10,200.00

Tukang batu 0.1070 HOK 38,500.00 4,119.50

Tukang besi 0.0070 HOK 41,000.00 287.00


Mandor 0.0170 HOK 41,000.00 697.00

Total 15,782.30 81,948.00


Keuntungan 9,773.03


D-024 1 m2 PASANGAN DINDING LATAI

D-025 1 m2 PASANGAN DINDING ROSTER /TERAWANG (12X11X24) cm

Roster /Terawang 36.0000 Bh 3,500.00 126,000.00


Pasir pasang 0.0350 m3 95,000.00 3,325.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 13,885.00 142,509.00




D-026 1 m2 PASANGAN BATA BERONGGA UKURAN (5X11X24)CM

D-027 1 m2 PASANGAN DINDING ANYAMAN BAMBU, RANGKA KAYU

Bilik bambu 1.5000 m2 9,000.00 13,500.00

Kayu 5/7 0.0140 m3 1,400,000.00 19,600.00

Paku 0.0120 Kg 9,000.00 108.00

List kayu 2/4 0.0030 m3 8,000.00 24.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.0500 HOK 38,500.00 1,925.00


Mandor 0.0020 HOK 41,000.00 82.00

Total 5,241.00 33,208.00


Keuntungan 3,844.90


E PEKERJAAN PLESTERAN

E-01 1 m2 PLESTERAN 1 PC : 1 Ps, TEBAL 15 mm


Pasir pasang 0.0130 m3 95,000.00 1,235.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 14,542.60


Keuntungan 2,735.76




Pasir pasang 0.0170 m3 95,000.00 1,615.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00

a b c d e f=(cxe) g=(cxe) hKepala tukang 0.0150 HOK 42,000.00 630.00

Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 10,390.60


Keuntungan 2,320.56




Pasir pasang 0.0190 m3 95,000.00 1,805.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 8,479.40


Keuntungan 2,129.44




Pasir pasang 0.0200 m3 95,000.00 1,900.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 7,256.00


Keuntungan 2,007.10




Pasir pasang 0.0220 m3 95,000.00 2,090.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 6,539.60


Keuntungan 1,935.46




Pasir pasang 0.0230 m3 95,000.00 2,185.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 5,975.40


Keuntungan 1,879.04




Pasir pasang 0.0240 m3 95,000.00 2,280.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang batu 0.1500 HOK 38,500.00 5,775.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 12,815.00 5,246.40


Keuntungan 1,806.14


E-08 1 m2 PLESTERAN 1 PC : 0.5 Kp : 3 Ps, TEBAL 15 mm

E-09 1 m2 PLESTERAN 1 PC : 3 Kp: 10 Ps, TEBAL 15 mm

E-10 1 m2 PLESTERAN 0.5 PC : 1 Kp: 4 Ps, TEBAL 15 mm





Pasir pasang 0.0230 m3 95,000.00 2,185.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0125 HOK 41,000.00 512.50

Total 16,552.50 16,893.40


Keuntungan 3,344.59

a b c d e f=(cxe) g=(cxe) hJumlah Total 36,790.49



Pasir pasang 0.0260 m3 95,000.00 2,470.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0125 HOK 41,000.00 512.50

Total 16,552.50 13,594.00


Keuntungan 3,014.65




Pasir pasang 0.0280 m3 95,000.00 2,660.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0125 HOK 41,000.00 512.50

Total 16,552.50 11,600.40


Keuntungan 2,815.29




Pasir pasang 0.0280 m3 95,000.00 2,660.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0125 HOK 41,000.00 512.50

Total 16,552.50 10,168.70


Keuntungan 2,672.12



E-18 1 m2 PLESTERAN 1 Kp : 1 Sm : 2 Ps TEBAL 20 mm



Pasir pasang 0.0130 m3 95,000.00 1,235.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0130 HOK 41,000.00 533.00

Total 18,073.00 17,200.00


Keuntungan 3,527.30




Pasir pasang 0.0350 m3 95,000.00 3,325.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0130 HOK 41,000.00 533.00

Total 18,073.00 15,427.50


Keuntungan 3,350.05




Pasir pasang 0.0380 m3 95,000.00 3,610.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0130 HOK 41,000.00 533.00

Total 18,073.00 13,374.40


Keuntungan 3,144.74




Pasir pasang 0.0390 m3 95,000.00 3,705.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


a b c d e f=(cxe) g=(cxe) hMandor 0.0130 HOK 41,000.00 533.00

Total 18,073.00 11,883.20


Keuntungan 2,995.62




Pasir pasang 0.0350 m3 95,000.00 3,325.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 20,890.00 22,534.50


Keuntungan 4,342.45




Pasir pasang 0.0390 m3 95,000.00 3,705.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 20,890.00 18,279.50


Keuntungan 3,916.95




Pasir pasang 0.0420 m3 95,000.00 3,990.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 20,890.00 15,711.40


Keuntungan 3,660.14




Pasir pasang 0.0450 m3 95,000.00 4,275.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 20,890.00 12,710.70


Keuntungan 3,360.07


E-27 1 m2 BERAPEN 1 PC : 3 Ps, TEBAL 30 mm


E-29 1 m2 PLESTERAN BETON 1 PC : 2 Ps, TEBAL 15 mm


Pasir pasang 0.0180 m3 95,000.00 1,710.00

Pekerja 0.2600 HOK 30,000.00 7,800.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0130 HOK 41,000.00 533.00

Total 16,873.00 11,289.00


Keuntungan 2,816.20


E-30 1 m2 PLESTERAN BETON 1 PC : 3 Ps, TEBAL 15 mm


Pasir pasang 0.0210 m3 95,000.00 1,995.00

Pekerja 0.2600 HOK 30,000.00 7,800.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0130 HOK 41,000.00 533.00

Total 16,873.00 9,277.10


Keuntungan 2,615.01


E-31 1 m2 PLESTERAN SKONING 1 PC : 2 Ps

Semen Portland 0.5000 kg 1,030.00 515.00

a b c d e f=(cxe) g=(cxe) hPasir pasang 0.0020 m3 95,000.00 190.00

Pekerja 0.0570 HOK 30,000.00 1,710.00

Tukang batu 0.0380 HOK 38,500.00 1,463.00


Mandor 0.0200 HOK 41,000.00 820.00

Total 5,589.00 705.00


Keuntungan 629.40


E-32 1 m2 PLESTERAN GRANITO, 1 PC WARNA : 2 GRANITO, TEBAL 10 MM

Semen Warna 0.1440 kg 1,030.00 148.32

Batu Granito 15.0000 kg 95,000.00 1,425,000.00

Pekerja 0.0500 HOK 30,000.00 1,500.00

Tukang batu 0.0200 HOK 38,500.00 770.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 2,559.00 1,425,148.32




E-33 1 m2 PLESTERAN TERASO, 1 PC WARNA : 2 BATU TERASO, TEBAL 10 MM

Semen Warna 0.4400 kg 1,030.00 453.20

Batu Teraso 11.5000 kg 95,000.00 1,092,500.00

Pekerja 0.4500 HOK 30,000.00 13,500.00

Tukang batu 0.2000 HOK 38,500.00 7,700.00


Mandor 0.0250 HOK 41,000.00 1,025.00

Total 23,065.00 1,092,953.20




E-34 1 m2 PLESTERAN CIPRAT 1 PC : 2 Ps


Pasir pasang 0.0160 m3 95,000.00 1,520.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.1000 HOK 38,500.00 3,850.00


Mandor 0.0150 HOK 41,000.00 615.00

Total 12,385.00 5,969.60


Keuntungan 1,835.46


E-35 1 m2 PLESTERAN SIAR ADUKAN 1 PC : 2 Ps


Pasir pasang 0.0160 m3 95,000.00 1,520.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang batu 0.0700 HOK 38,500.00 2,695.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 7,817.00 5,969.60


Keuntungan 1,378.66


E-36 1 m2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS

DIHITUNG

Semen PC (50 kg) 0.0800 Zak 51,500.00 4,120.00

Pekerja 0.1430 HOK 30,000.00 4,290.00

Tukang batu 0.1070 HOK 38,500.00 4,119.50


Mandor 0.0100 HOK 41,000.00 410.00

Total 9,260.50 4,120.00


Keuntungan 1,338.05


F PEKERJAAN KAYU

F-01 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU JATI

Kayu jati, balok 1.1000 m3 8,470,000.00 9,317,000.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang kayu 20.0000 HOK 42,000.00 840,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 1,116,300.00 9,317,000.00


Keuntungan 1,043,330.00


1 m2 ACIAN PLESTERAN (A077)


F-02 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU KAMPER

Kayu kamper, balok 1.2000 m3 5,720,000.00 6,864,000.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang kayu 18.0000 HOK 42,000.00 756,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 1,032,300.00 6,864,000.00




F-03 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU BORNEO

Kayu Borneo, balok 1.2000 m3 4,290,000.00 5,148,000.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang kayu 18.0000 HOK 42,000.00 756,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 1,032,300.00 5,148,000.00




F-04 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU DAMAR LAUT

Kayu Borneo damar laut, balok 1.2000 m3 4,290,000.00 5,148,000.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang kayu 18.0000 HOK 42,000.00 756,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 1,032,300.00 5,148,000.00




F-05 1 m2 PASANG PINTU KLAMP KAYU KAMPER

Kayu kamper, papan 0.0360 m3 5,720,000.00 205,920.00

Paku biasa 2"-5" 0.0500 Kg 9,000.00 450.00

Pekerja 0.3500 HOK 30,000.00 10,500.00

Tukang kayu 1.0500 HOK 42,000.00 44,100.00


Mandor 0.0180 HOK 41,000.00 738.00

Total 59,748.00 206,370.00




F-06 1 m2 PASANG PINTU KLAMP KAYU BORNEO

Kayu Borneo, papan 0.0360 m3 4,290,000.00 154,440.00

Paku biasa 2"-5" 0.0500 Kg 9,000.00 450.00

Pekerja 0.3500 HOK 30,000.00 10,500.00

Tukang kayu 1.0500 HOK 42,000.00 44,100.00


Mandor 0.0180 HOK 41,000.00 738.00

Total 59,748.00 154,890.00




F-07 1 m2 PASANG PINTU PANEL KAYU JATI

Kayu jati, papan 0.0400 m3 8,470,000.00 338,800.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 147,550.00 338,800.00




F-08 1 m2 PASANG PINTU PANEL KAYU KAMPER


Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 147,550.00 228,800.00




F-09 1 m2 PASANG PINTU DAN JENDELA KACA KAYU JATI (TANPA KACA)

Kayu jati, papan 0.0350 m3 8,470,000.00 296,450.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

a b c d e f=(cxe) g=(cxe) hTukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 118,040.00 296,450.00




F-10 1 m2 PASANG PINTU DAN JENDELA KACA KAYU KAMPER (TANPA KACA)


Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 118,040.00 200,200.00




F-11 1 m2 PASANG PINTU DAN JENDELA KACA KAYU BORNEO (TANPA KACA)


Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 118,040.00 150,150.00




F-12 1 m2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI

Kayu jati, papan 0.0640 m3 8,470,000.00 542,080.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 3.0000 HOK 42,000.00 126,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 180,900.00 542,080.00




F-13 1 m2 PASANG PINTU DAN JENDELA JALUSI KAYU KAMPER


Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 3.0000 HOK 42,000.00 126,000.00


Mandor 0.5000 HOK 41,000.00 20,500.00

Total 189,100.00 366,080.00




F-14 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI

Kayu jati, papan 0.0196 m3 8,470,000.00 166,012.00

Paku biasa 1/2"-1" 0.0300 Kg 9,000.00 270.00

Lem kayu 0.3000 Lt 18,000.00 5,400.00

Plywood 4'x3'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 111,630.00 219,682.00




F-15 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER


Paku biasa 1/2"-1" 0.0300 Kg 9,000.00 270.00

Lem kayu 0.3000 Lt 18,000.00 5,400.00

Plywood 4'x3'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 111,630.00 165,782.00




F-16 1 m2 PASANG JALUSI MATI KUSEN KAYU JATI

Kayu jati, papan 0.0600 m3 8,470,000.00 508,200.00

Paku biasa 1/2"-1" 0.1500 Kg 9,000.00 1,350.00


Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0250 HOK 41,000.00 1,025.00

Total 108,425.00 509,550.00




F-17 1 m2 PASANG JELUSI MATI KUSEN KAYU KAMPER


Paku biasa 1/2"-1" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.5000 HOK 30,000.00 15,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0250 HOK 41,000.00 1,025.00

Total 108,425.00 344,550.00




F-18 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BORNEO


Paku biasa 1/2"-1" 0.0300 Kg 9,000.00 270.00

Lem kayu 0.3000 Lt 18,000.00 5,400.00

Plywood 4'x3'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total ` 111,630.00 137,754.00




F-19 1 m2 PASANG PINTU DOUBLE-TEAKWOOD, RANGKA KAYU JATI

Kayu jati, papan 0.0196 m3 8,470,000.00 166,012.00

Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.3000 Lt 18,000.00 5,400.00

Teakwood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 111,630.00 222,112.00




F-20 1 m2 PASANG PINTU DOUBLE-TEAKWOOD, RANGKA KAYU KAMPER


Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.3000 Lt 18,000.00 5,400.00


Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang kayu 2.0000 HOK 42,000.00 84,000.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 111,630.00 168,212.00




F-21 1 m2 PASANG PINTU PLYWOOD DAN FORMIKA, RANGKA KAYU JATI

Kayu jati, papan 0.0196 m3 8,470,000.00 166,012.00

Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.8000 Lt 18,000.00 14,400.00

Plywood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Formika 0.5000 Lbr 65,000.00 32,500.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 141,140.00 263,612.00




F-22 1 m2 PASANG PINTU PLYWOOD DAN FORMIKA, RANGKA KAYU KAMPER


Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.8000 Lt 18,000.00 14,400.00

Plywood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

a b c d e f=(cxe) g=(cxe) hFormika 4'x3' 0.5000 Lbr 65,000.00 32,500.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 141,140.00 209,712.00




F-23 1 m2 PASANG PINTU TEAKWOOD DAN FORMIKA, RANGKA KAYU JATI

Kayu jati, papan 0.0196 m3 8,470,000.00 166,012.00

Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.8000 Lt 18,000.00 14,400.00


Formika 4'x8' 0.5000 Lbr 65,000.00 32,500.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 141,140.00 239,612.00




F-24 1 m2 PASANG PINTU TEAKWOOD DAN FORMIKA, RANGKA KAYU KAMPER


Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 0.8000 Lt 18,000.00 14,400.00


Formika 4'x8' 0.5000 Lbr 65,000.00 32,500.00

Pekerja 0.8000 HOK 30,000.00 24,000.00

Tukang kayu 2.5000 HOK 42,000.00 105,000.00


Mandor 0.0400 HOK 41,000.00 1,640.00

Total 141,140.00 185,712.00




F-25 1 m2 PASANG PINTU FORMIKA RANGKAP, RANGKA KAYU JATI

Kayu Jati, papan 0.0196 m3 8,470,000.00 166,012.00

Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 1.2000 Lt 18,000.00 21,600.00

Plywood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Formika 4'x8' 1.0000 Lbr 65,000.00 65,000.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 2.6000 HOK 42,000.00 109,200.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 152,170.00 303,312.00




F-26 1 m2 PASANG PINTU FORMIKA RANGKAP, RANGKA KAYU KAMPER

Kayu Kamper, papan 0.0196 m3 5,720,000.00 112,112.00

Paku biasa 1/2"-1" 0.3000 Kg 9,000.00 2,700.00

Lem kayu 1.2000 Lt 18,000.00 21,600.00

Plywood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Formika 4'x8' 1.0000 Lbr 65,000.00 65,000.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang kayu 2.6000 HOK 42,000.00 109,200.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 152,170.00 249,412.00




F-27 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI

F-28 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU KAMPER

Kayu kamper, balok 1.1000 m3 5,720,000.00 6,292,000.00

Besi strip 15.0000 Kg 12,000.00 180,000.00

Paku biasa 2"-5" 0.8000 Kg 9,000.00 7,200.00

Pekerja 4.0000 HOK 30,000.00 120,000.00

Tukang kayu 12.0000 HOK 42,000.00 504,000.00


Mandor 0.2000 HOK 41,000.00 8,200.00

Total 682,600.00 6,479,200.00





F-29 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU BORNEO

Kayu borneo, balok 1.1000 m3 4,290,000.00 4,719,000.00

Besi strip 15.0000 Kg 12,000.00 180,000.00

Paku biasa 2"-5" 0.8000 Kg 9,000.00 7,200.00

Pekerja 4.0000 HOK 30,000.00 120,000.00

Tukang kayu 12.0000 HOK 42,000.00 504,000.00


Mandor 0.2000 HOK 41,000.00 8,200.00

Total 682,600.00 4,906,200.00




F-30 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU KRUING

Kayu kruing, balok 1.1000 m3 5,720,000.00 6,292,000.00

Besi strip 15.0000 Kg 12,000.00 180,000.00

Paku biasa 2"-5" 0.8000 Kg 9,000.00 7,200.00

Pekerja 4.0000 HOK 30,000.00 120,000.00

Tukang kayu 12.0000 HOK 42,000.00 504,000.00


Mandor 0.2000 HOK 41,000.00 8,200.00

Total 682,600.00 6,479,200.00




F-31 1 m2 PASANG KASO + RENG GENTENG KODOK KAYU KAMPER

Kayu kamper, balok 0.0120 m3 5,720,000.00 68,640.00

Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 69,990.00


Keuntungan 7,781.50


F-32 1 m2 PASANG KASO + RENG GENTENG KODOK KAYU BORNEO

Kayu borneo, balok 0.0120 m3 4,290,000.00 51,480.00

Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 52,830.00


Keuntungan 6,065.50


F-33 1 m2 PASANG KASO + RENG GENTENG MONIER KAYU JATI

F-34 1 m2 PASANG KASO + RENG GENTENG MONIER KAYU KAMPER


Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 81,430.00


Keuntungan 8,925.50


F-35 1 m2 PASANG KASO + RENG GENTENG BETON KAYU BORNEO


Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 61,410.00


Keuntungan 6,923.50


F-36 1 m2 PASANG KASO + RENG ATAP SIRAP KAYU KAMPER


Paku biasa 2"-5" 0.2000 Kg 9,000.00 1,800.00

Pekerja 0.1200 HOK 30,000.00 3,600.00

Tukang kayu 0.1200 HOK 42,000.00 5,040.00


Mandor 0.0060 HOK 41,000.00 246.00

a b c d e f=(cxe) g=(cxe) hTotal 9,390.00 945,600.00




F-37 1 m2 PASANG KASO + RENG ATAP SIRAP KAYU BORNEO


Paku biasa 2"-5" 0.2000 Kg 9,000.00 1,800.00

Pekerja 0.1200 HOK 30,000.00 3,600.00

Tukang kayu 0.1200 HOK 42,000.00 5,040.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 9,390.00 709,650.00




F-39 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1X1 ) m, KAYU KAMPER


Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 19,125.00 69,540.00


Keuntungan 8,866.50


F-40 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1x1 ) m, KAYU BORNEO


Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 19,125.00 52,380.00


Keuntungan 7,150.50


F-41 1 m2 PASANG RANGKA LANGIT-LANGIT ( 0.3X0.6 ) m, KAYU JATI

F-42 1 m2 PASANG RANGKA LANGIT-LANGIT ( 0.3X0.6 ) m, KAYU KAMPER


Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang kayu 0.3000 HOK 42,000.00 12,600.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 20,270.00 132,910.00




F-43 1 m2 PASANG RANGKA LANGIT-LANGIT ( 0.3X0.6 ) m, KAYU BORNEO

Kayu Borneo, balok 0.0230 m3 4,290,000.00 98,670.00

Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang kayu 0.3000 HOK 42,000.00 12,600.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 20,270.00 100,020.00







F-47 1 m' PASANG LISTPLANK UKURAN ( 3x20 ) cm, KAYU JATI

F-48 1 m' PASANG LISTPLANK UKURAN ( 3x20 ) cm, KAYU KAMPER


Paku biasa 2"-5" 0.0500 Kg 9,000.00 450.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 12,445.00 41,634.00


Keuntungan 5,407.90



a b c d e f=(cxe) g=(cxe) hF-50 1 m' PASANG LISTPLANK UKURAN ( 3x30 ) cm, KAYU KAMPER


Paku biasa 2"-5" 0.0500 Kg 9,000.00 450.00

Pekerja 0.1100 HOK 30,000.00 3,300.00

Tukang kayu 0.2200 HOK 42,000.00 9,240.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 13,669.00 63,370.00


Keuntungan 7,703.90


F-51 1 m' PASANG LISTPLANK UKURAN 2 x ( 3x20 ) cm, KAYU KAMPER


Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 19,125.00 83,480.00




F-52 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU KAMPER


Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 9,670.00 49,732.00


Keuntungan 5,940.20


F-53 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU BORNEO

Kayu borneo, papan 0.0088 m3 4,290,000.00 37,752.00

Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 9,670.00 38,292.00


Keuntungan 4,796.20


F-54 1 m2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER



Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.4500 HOK 42,000.00 18,900.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 28,365.00 152,480.00




F-55 1 m2 PASANG RANGKA DINDING PEMISAH KAYU BORNEO



Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.4500 HOK 42,000.00 18,900.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 28,365.00 114,585.00




F-56 1 m2 PASANG DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KAMPER



Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00


Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.4500 HOK 42,000.00 18,900.00


Mandor 0.0750 HOK 41,000.00 3,075.00





F-57 1 m2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER



Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Lem kayu 0.5600 Lt 18,000.00 10,080.00

Plywood 4'x8'x4 mm 1.0000 Lbr 48,000.00 48,000.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang kayu 0.6000 HOK 42,000.00 25,200.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 34,130.00 210,560.00




F-58 1 m2 PASANG DINDING LAMBRIZIRING DARI PAPAN JATI

F-59 1 m' PASANG PLYWOOD TEBAL 4 mm, UNTUK DINDING

Plywood 4' x 8' x 4 mm 0.4000 lbr 48,000.00 19,200.00

Paku biasa 1/2"-1" 0.0500 kg 9,000.00 450.00

Pekerja 0.0250 HOK 30,000.00 750.00

Tukang kayu 0.0750 HOK 42,000.00 3,150.00


Mandor 0.0013 HOK 41,000.00 53.30

Total 4,268.30 19,650.00


Keuntungan 2,391.83


F-60 1 m' PASANG LIST PLAFOND KAYU PROFIL

Kayu profil 1.0500 m' 8,000.00 8,400.00

Pekerja 0.0210 HOK 30,000.00 630.00

Tukang kayu 0.0210 HOK 42,000.00 882.00


Mandor 0.0010 HOK 41,000.00 41.00

Total 1,637.00 8,400.00


Keuntungan 1,003.70


DIHITUNG 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU GUNUNG KELAS II

Kayu gunung kelas II, balok 1.1000 m3 1,800,000.00 1,980,000.00

Besi strip 15.0000 Kg 12,000.00 180,000.00

Paku biasa 2"-5" 0.8000 Kg 9,000.00 7,200.00

Pekerja 4.0000 HOK 30,000.00 120,000.00

Tukang kayu 12.0000 HOK 42,000.00 504,000.00


Mandor 0.2000 HOK 41,000.00 8,200.00

Total 682,600.00 2,167,200.00




DIHITUNG 1 m2 PASANG KASO + RENG KAYU GUNUNG KELAS II GENTENG PALENTONG

Kayu gunung kelas II, balok 0.0120 m3 1,800,000.00 21,600.00

Paku biasa 2"-5" 0.1500 Kg 9,000.00 1,350.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,825.00 22,950.00


Keuntungan 3,077.50


DIHITUNG 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1x1 ) m, KAYU GUNUNG KELAS II

Kayu gunung kelas II, balok 0.0120 m3 1,800,000.00 21,600.00

Paku biasa 2"-5" 0.1000 Kg 9,000.00 900.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.0750 HOK 41,000.00 3,075.00

Total 19,125.00 22,500.00


Keuntungan 4,162.50


DIHITUNG 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU GUNUNG KELAS II

Kayu gunung kelasII, balok 1.1000 m3 1,800,000.00 1,980,000.00


Tukang kayu 20.0000 HOK 42,000.00 840,000.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 1,116,300.00 1,980,000.00




DIHITUNG 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU GUNUNG KELAS II

Kayu Gunung Kls II, papan 0.0088 m3 1,400,000.00 12,320.00

Paku biasa 2"-5" 0.0600 Kg 9,000.00 540.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0500 HOK 41,000.00 2,050.00

Total 9,670.00 12,860.00


Keuntungan 2,253.00


G PEKERJAAN BETON

G-01 1 m3 MEMBUAT BETON TUMBUK, 1 PC : 3 Ps : 5 Kr

Semen portland 218.0000 kg 1,030.00 224,540.00

Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.8700 m3 125,000.00 108,750.00

Pekerja 1.6500 HOK 30,000.00 49,500.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0800 HOK 41,000.00 3,280.00

Total 63,455.00 398,290.00






Pasir beton 0.4700 m3 125,000.00 58,750.00

Koral beton 0.9400 m3 125,000.00 117,500.00

Pekerja 1.6500 HOK 30,000.00 49,500.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0800 HOK 41,000.00 3,280.00

Total 63,455.00 379,160.00






Pasir beton 0.5700 m3 125,000.00 71,250.00

Koral beton 0.8700 m3 125,000.00 108,750.00

Pekerja 1.6500 HOK 30,000.00 49,500.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0800 HOK 41,000.00 3,280.00

Total 63,455.00 358,190.00




G-04 1 m2 MEMBUAT LANTAI KERJA BETON TUMBUK, 1 PC : 3 Ps : 5 Kr


Pasir beton 0.0260 m3 125,000.00 3,250.00

Koral beton 0.0440 m3 125,000.00 5,500.00

Pekerja 1.1500 HOK 30,000.00 34,500.00

Tukang batu 0.0200 HOK 38,500.00 770.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 35,600.00 19,050.00


Keuntungan 5,465.00




Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00

Pekerja 1.6500 HOK 30,000.00 49,500.00

Tukang batu 0.2500 HOK 38,500.00 9,625.00


Mandor 0.0800 HOK 41,000.00 3,280.00

Total 63,455.00 401,460.00

a b c d e f=(cxe) g=(cxe) hTotal Harga 464,915.00



G-25 1 Kg PEMBESIAN DENGAN BESI POLOS ATAU ULIR

Besi beton ( polos /ulir ) 1.0500 Kg 8,000.00 8,400.00

Kawat beton 0.0150 Kg 11,000.00 165.00

Pekerja 0.0070 HOK 30,000.00 210.00

Tukang besi 0.0070 HOK 41,000.00 287.00


Mandor 0.0003 HOK 41,000.00 12.30

Total 538.00 8,565.00


Keuntungan 910.30


G-26 1 Kg KABEL PRESSTRESSED POLOS /STRANDS

Besi presstressed polos 1.0500 Kg 8,000.00 8,400.00

Kawat beton 0.0100 Kg 11,000.00 110.00

Pekerja 0.0050 HOK 30,000.00 150.00

Tukang besi 0.0050 HOK 41,000.00 205.00


Mandor 0.0003 HOK 41,000.00 12.30

Total 387.80 8,510.00


Keuntungan 889.78


G-27 1 Kg JARING KAWAT BAJA

Besi jaring kawat baja 1.0200 Kg 8,000.00 8,160.00

Kawat beton 0.8050 Kg 11,000.00 8,855.00

Pekerja 0.0250 HOK 30,000.00 750.00

Tukang besi 0.0250 HOK 41,000.00 1,025.00


Mandor 0.0015 HOK 41,000.00 61.50

Total 1,939.00 17,015.00


Keuntungan 1,895.40


G-28 1 m2 PASANG BEKISTING UNTUK PONDASI

Kayu terentang 0.0400 m3 1,400,000.00 56,000.00

Paku biasa 2'-5" 0.3000 Kg 9,000.00 2,700.00

Minyak bekisting 0.1000 Ltr 900.00 90.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang kayu 0.2600 HOK 42,000.00 10,920.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 21,217.00 58,790.00


Keuntungan 8,000.70


G-29 1 m2 PASANG BEKISTING UNTUK SLOOF

Kayu terentang 0.0450 m3 1,400,000.00 63,000.00

Paku biasa 2'-5" 0.3000 Kg 9,000.00 2,700.00


Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang kayu 0.2600 HOK 42,000.00 10,920.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 21,217.00 65,790.00


Keuntungan 8,700.70


G-30 1 m2 PASANG BEKISTING UNTUK KOLOM

Kayu terentang 0.0400 m3 0.00

Paku biasa 2'-5" 0.4000 Kg 9,000.00 3,600.00


Balok kayu Kelas III 0.0150 m3 1,400,000.00 21,000.00

Plywood tebal 9 mm 0.3500 Lbr 96,000.00 33,600.00

2.0000 Btg 14,000.00 28,000.00

Pekerja 0.3000 HOK 30,000.00 9,000.00

Tukang kayu 0.3300 HOK 42,000.00 13,860.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 24,492.00 86,380.00




G-31 1 m2 PASANG BEKISTING UNTUK BALOK

Dolken kayu galam q 8 - 10/4 m

a b c d e f=(cxe) g=(cxe) hKayu terentang 0.0400 m3 0.00 0.00

Paku biasa 2'-5" 0.4000 Kg 9,000.00 3,600.00


Balok kayu borneo 0.0180 m3 1,400,000.00 25,200.00


2.0000 Btg 14,000.00 28,000.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang kayu 0.3300 HOK 42,000.00 13,860.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 25,092.00 90,580.00




G-32 1 m2 PASANG BEKISTING UNTUK LANTAI

Kayu terentang 0.0400 m3 0.00 0.00

Paku biasa 2'-5" 0.4000 Kg 9,000.00 3,600.00




6.0000 Btg 14,000.00 84,000.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.3300 HOK 42,000.00 13,860.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 25,092.00 142,380.00




G-33 1 m2 PASANG BEKISTING UNTUK DINDING


Paku biasa 2'-5" 0.4000 Kg 9,000.00 3,600.00




3.0000 Btg 14,000.00 42,000.00

Formtie /spacer /penjaga jarak bekisting 4.0000 Bh 0.00 0.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.3300 HOK 42,000.00 13,860.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 25,092.00 107,380.00




G-34 1 m2 PASANG BEKISTING UNTUK TANGGA


Paku biasa 2'-5" 0.4000 Kg 9,000.00 3,600.00




2.0000 Btg 14,000.00 28,000.00

Pekerja 0.3200 HOK 30,000.00 9,600.00

Tukang batu 0.3300 HOK 42,000.00 13,860.00


Mandor 0.0060 HOK 41,000.00 246.00

Total 25,092.00 86,335.00




G-35 1 m3 MEMBUAT BETON DENGAN MUTU K-225


Pasir beton 0.6500 m3 125,000.00 81,250.00

Koral beton 0.6500 m3 125,000.00 81,250.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang batu 1.0000 HOK 38,500.00 38,500.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 235,000.00 562,140.00




G-36 1 m3 MEMBUAT BETON DENGAN MUTU K 275


Pasir beton 0.4000 m3 125,000.00 50,000.00

Koral beton 0.8200 m3 125,000.00 102,500.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang batu 1.0000 HOK 38,500.00 38,500.00






Mandor 0.3000 HOK 41,000.00 12,300.00

Total 235,000.00 564,500.00




G-37 1 m2 PASANG JEMBATAN COR


Paku biasa 2"-5" 0.6000 Kg 9,000.00 5,400.00

Dolken kayu Ø 8-10/400 cm 0.5000 Btg 14,000.00 7,000.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang batu 0.0500 HOK 38,500.00 1,925.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 6,922.00 12,400.00


Keuntungan 1,932.20


G-38


Paku biasa 2"-5" 1.5000 Kg 9,000.00 13,500.00


Besi beton polos 150.0000 Kg 8,000.00 1,200,000.00

Kawat beton 2.2500 Kg 11,000.00 24,750.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00

Pekerja 3.9000 HOK 30,000.00 117,000.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 1.0400 HOK 42,000.00 43,680.00

Tukang besi 1.0500 HOK 41,000.00 43,050.00


Mandor 0.1650 HOK 41,000.00 6,765.00

Total 234,260.00 1,733,800.00




G-39


Paku biasa 2"-5" 2.0000 Kg 9,000.00 18,000.00



Kawat beton 3.0000 Kg 11,000.00 33,000.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00

Pekerja 4.8500 HOK 30,000.00 145,500.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 1.5600 HOK 42,000.00 65,520.00

Tukang besi 1.4000 HOK 41,000.00 57,400.00


Mandor 0.1700 HOK 41,000.00 6,970.00

Total 302,767.00 2,146,730.00




G-40


Paku biasa 2"-5" 4.0000 Kg 9,000.00 36,000.00

Minyak bekisting 2.0000 Ltr 900.00 1,800.00


Kawat beton 4.5000 Kg 11,000.00 49,500.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00

Kayu borneo balok 0.1500 m3 4,290,000.00 643,500.00

Plywood 9 mm 3.5000 Lbr 96,000.00 336,000.00

Dolken kayu Ø 8 cm /4.00 m 20.0000 Btg 14,000.00 280,000.00

Pekerja 7.3000 HOK 30,000.00 219,000.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 3.3000 HOK 42,000.00 138,600.00

Tukang besi 2.1000 HOK 41,000.00 86,100.00


Mandor 0.2500 HOK 41,000.00 10,250.00

Total 491,365.00 4,241,990.00




1 m3 MEMBUAT PONDASI BETON BERTULANG (150 Kg Besi + Bekisting)

1 m3 MEMBUAT SLOOF BETON BERTULANG (200 Kg Besi + Bekisting)

1 m3 MEMBUAT KOLOM BETON BERTULANG ( 300 Kg Besi + Bekisting )

a b c d e f=(cxe) g=(cxe) hG-41


Paku biasa 2"-5" 3.2000 Kg 9,000.00 28,800.00



Kawat beton 3.0000 Kg 11,000.00 33,000.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00


Plywood 9 mm 2.8000 Lbr 96,000.00 268,800.00


Pekerja 5.9600 HOK 30,000.00 178,800.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 2.8000 HOK 42,000.00 117,600.00

Tukang besi 1.4000 HOK 41,000.00 57,400.00


Mandor 0.2080 HOK 41,000.00 8,528.00

Total 394,913.00 3,251,830.00




G-42


Paku biasa 2"-5" 3.2000 Kg 9,000.00 28,800.00



Kawat beton 2.2500 Kg 11,000.00 24,750.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00


Plywood 9 mm 2.8000 Lbr 96,000.00 268,800.00


Pekerja 5.8000 HOK 30,000.00 174,000.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 2.8000 HOK 42,000.00 117,600.00

Tukang besi 1.0500 HOK 41,000.00 43,050.00


Mandor 0.1850 HOK 41,000.00 7,585.00

Total 373,350.00 2,981,780.00




G-43


Paku biasa 2"-5" 3.2000 Kg 9,000.00 28,800.00



Kawat beton 2.2500 Kg 11,000.00 24,750.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00


Plywood 9 mm 2.8000 Lbr 96,000.00 268,800.00


Pekerja 5.6000 HOK 30,000.00 168,000.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

Tukang kayu 2.6400 HOK 42,000.00 110,880.00

Tukang besi 1.0500 HOK 41,000.00 43,050.00


Mandor 0.1930 HOK 41,000.00 7,913.00

Total 360,118.00 3,041,380.00




G-44


Paku biasa 2"-5" 3.0000 Kg 9,000.00 27,000.00



Kawat beton 3.0000 Kg 11,000.00 33,000.00


Pasir beton 0.5200 m3 125,000.00 65,000.00

Koral beton 0.7800 m3 125,000.00 97,500.00


Plywood 9 mm 2.5000 Lbr 96,000.00 240,000.00


Pekerja 5.6000 HOK 30,000.00 168,000.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00

1 m3 MEMBUAT BALOK BETON BERTULANG ( 200 Kg Besi + Bekisting )

1 m3 MEMBUAT BALOK BETON BERTULANG ( 150 Kg Besi + Bekisting )

1 m3 MEMBUAT DINDING BETON BERTULANG ( 150 Kg Besi + Bekisting )

1 m3 MEMBUAT TANGGA BETON BERTULANG ( 200 Kg Besi + Bekisting )

a b c d e f=(cxe) g=(cxe) hTukang kayu 2.3000 HOK 42,000.00 96,600.00

Tukang besi 1.4000 HOK 41,000.00 57,400.00


Mandor 0.2020 HOK 41,000.00 8,282.00

Total 360,767.00 3,042,720.00




G-45 1 m' MEMBUAT KOLOM PENGUAT BETON BERTULANG ( 11x11 ) cm


Paku biasa 2"-5" 0.0100 Kg 9,000.00 90.00


Kawat beton 0.4500 Kg 11,000.00 4,950.00


Pasir beton 0.0060 m3 125,000.00 750.00

Koral beton 0.0090 m3 125,000.00 1,125.00

Pekerja 0.0600 HOK 30,000.00 1,800.00

Tukang batu 0.0200 HOK 38,500.00 770.00

Tukang kayu 0.0200 HOK 42,000.00 840.00

Tukang besi 0.0200 HOK 41,000.00 820.00


Mandor 0.0030 HOK 41,000.00 123.00

Total 4,605.00 35,035.00


Keuntungan 3,964.00


G-46 1 m' MEMBUAT RING BALOK BETON BERTULANG ( 10x15 ) cm

Kayu albasiah 0.0030 m3 1,400,000.00 4,200.00

Paku biasa 2"-5" 0.0200 Kg 9,000.00 180.00


Kawat beton 0.0500 Kg 11,000.00 550.00


Pasir beton 0.0090 m3 125,000.00 1,125.00

Koral beton 0.0150 m3 125,000.00 1,875.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang batu 0.0330 HOK 38,500.00 1,270.50

Tukang kayu 0.0330 HOK 42,000.00 1,386.00

Tukang besi 0.0330 HOK 41,000.00 1,353.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 7,634.50 42,395.00


Keuntungan 5,002.95


G46 A 1 m3 MEMBUAT BALOK MEMANJANG (40/65)

Beton Site Mix 1PC : 3Ps :5Kr 1.0000 M3 507,919.50 507,919.50

Bekisting 3.0769 M2 127,239.20 391,505.23

Besi beton polos 58.9335 KG 10,013.30 590,118.45

TOTAL 1,489,543.18

TOTAL HARGA 1,489,543.18

G45 B 1 m3 MEMBUAT PLAT BETON T=15 CM


Bekisting 2XPAKAI 10.1733 M2 127,239.20 1,294,446.79

Besi beton polos 132.9722 KG 10,013.30 1,331,490.53

TOTAL 3,133,856.82


G46 C 1 m3 MEMBUAT KOLOM BETON T 20/20


Bekisting 2XPakai 20.0000 M2 127,239.20 2,544,784.00


TOTAL 4,698,231.55


G46 D 1 m3 MEMBUAT SLOOF BETON 20/30




TOTAL 2,955,688.68


G46 E 1 m3 MEMBUAT BALOK BETON 20/30




TOTAL 3,294,839.57


H PEKERJAAN PENUTUP ATAP

a b c d e f=(cxe) g=(cxe) hH-01 1 m2 PASANG ATAP GENTENG PALENTONG KECIL

Genteng palentong 25.0000 Bh 750.00 18,750.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.0750 HOK 42,000.00 3,150.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 8,314.00 18,750.00


Keuntungan 2,706.40


H-02 1 m2 PASANG ATAP GENTENG KODOK / GLAZZUR

Genteng kodok 25.0000 Bh 1,500.00 37,500.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.0750 HOK 42,000.00 3,150.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 8,314.00 37,500.00


Keuntungan 4,581.40


H-03 1 m2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR

Genteng palentong super 12.0000 Bh 750.00 9,000.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.0600 HOK 42,000.00 2,520.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 7,600.00 9,000.00


Keuntungan 1,660.00


H-04 1 m2 PASANG GENTENG BUBUNG PALENTONG

Genteng bubung palentong 5.0000 Bh 2,100.00 10,500.00

Semen portland 8.0000 Kg 1,030.00 8,240.00

Pasir pasang 0.0320 m3 65,000.00 2,080.00

Pekerja 0.4000 HOK 30,000.00 12,000.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.0020 HOK 41,000.00 82.00

Total 21,322.00 20,820.00


Keuntungan 4,214.20


H-05 1 m' PASANG BUBUNG GENTENG KODOK GLAZZUR

Genteng bubung kodok 5.0000 Bh 2,100.00 10,500.00

Semen portland 8.0000 Zak 1,030.00 8,240.00

Pasir pasang 0.0320 m3 65,000.00 2,080.00

Pekerja 0.4000 HOK 30,000.00 12,000.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.0020 HOK 41,000.00 82.00

Total 21,322.00 20,820.00


Keuntungan 4,214.20


H-06 1 m' PASANG BUBUNG GENTENG PALENTONG BESAR

Genteng bubung palentong 4.0000 Bh 2,100.00 8,400.00

Semen portland 8.0000 Kg 1,030.00 8,240.00

Pasir pasang 0.0320 m3 65,000.00 2,080.00

Pekerja 0.4000 HOK 30,000.00 12,000.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.0020 HOK 41,000.00 82.00

Total 21,322.00 18,720.00


Keuntungan 4,004.20


H-07 1 m2 PASANG ROOF LIGHT FIBREGLASS ( 180X90 ) cm

Roof light fibreglass 0.6000 Lbr 34,000.00 20,400.00

Paku biasa 1/2"-1" 0.0500 Kg 9,000.00 450.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0670 HOK 42,000.00 2,814.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,595.00 20,850.00


Keuntungan 2,844.50


a b c d e f=(cxe) g=(cxe) hH-08 1 m2 PASANG ATAP ASBES GELOMBANG ( 2,50X0,920 m )X 5 mm

Asbes gelombang 0.5000 Lbr 100,000.00 50,000.00

Paku pancing 60x230 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0750 HOK 42,000.00 3,150.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 8,014.00 51,080.00


Keuntungan 5,909.40


H-09 1 m2 PASANG ATAP ASBES GELOMBANG ( 2,25X0,920 m )X 5 mm


Paku pancing 60x230 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0750 HOK 42,000.00 3,150.00


Mandor 0.0080 HOK 41,000.00 328.00

Total 8,014.00 61,080.00


Keuntungan 6,909.40




Paku pancing 60x230 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0700 HOK 42,000.00 2,940.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,721.00 7,080.00


Keuntungan 1,480.10




Paku pancing 60x230 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0700 HOK 42,000.00 2,940.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,721.00 76,080.00


Keuntungan 8,380.10




Paku pancing 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0700 HOK 42,000.00 2,940.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,721.00 8,080.00


Keuntungan 1,580.10




Paku pancing 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0700 HOK 42,000.00 2,940.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,721.00 9,480.00


Keuntungan 1,720.10




Paku pancing 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0670 HOK 42,000.00 2,814.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,595.00 9,880.00


Keuntungan 1,747.50





Paku pancing 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0670 HOK 42,000.00 2,814.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,595.00 11,280.00


Keuntungan 1,887.50




Paku pancing 0.1200 Kg 9,000.00 1,080.00

Pekerja 0.1400 HOK 30,000.00 4,200.00

Tukang kayu 0.0670 HOK 42,000.00 2,814.00


Mandor 0.0070 HOK 41,000.00 287.00

Total 7,595.00 17,080.00


Keuntungan 2,467.50


I PEKERJAAN LANGIT-LANGIT

I-02 1 m2 LANGIT-LANGIT ASBES (1.00X1.00 ) m, TEBAL 5 mm

Plat asbes 5mm 1.1000 Lbr 8,000.00 8,800.00

Paku 0.0100 Kg 9,000.00 90.00

Pekerja 0.0300 HOK 30,000.00 900.00

Tukang kayu 0.0700 HOK 42,000.00 2,940.00


Mandor 0.0015 HOK 41,000.00 61.50

Total 4,195.50 8,890.00


Keuntungan 1,308.55


I-11 1 m2 LANGIT-LANGIT PLYWOOD (60X120) cm, TEBAL 6 mm

Plywood 4x8x4 mm 0.3750 Lbr 48,000.00 18,000.00

Paku 0.0300 Kg 9,000.00 270.00

Pekerja 0.0700 HOK 30,000.00 2,100.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0035 HOK 41,000.00 143.50

Total 6,863.50 18,270.00


Keuntungan 2,513.35


I-13 1 m2 LANGIT-LANGIT TEAKWOOD (60X120) cm, TEBAL 4 mm

Teakwood 4x8x4 mm 0.3750 Lbr 102,000.00 38,250.00

Paku 0.0300 Kg 9,000.00 270.00

Pekerja 0.0700 HOK 30,000.00 2,100.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0035 HOK 41,000.00 143.50

Total 6,863.50 38,520.00


Keuntungan 4,538.35


I-14 1 m2 LANGIT-LANGIT LAT KAYU JATI

Kayu papan jati 0.0240 m3 8,470,000.00 203,280.00

Paku 0.0100 Kg 9,000.00 90.00

Paku skrup 0.0500 Kg 0.00 0.00

Pekerja 0.2000 HOK 30,000.00 6,000.00

Tukang kayu 0.6000 HOK 42,000.00 25,200.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 34,130.00 203,370.00




I-19 1 m' LIST LANGIT-LANGIT KAYU PROFIL

List kayu profil 1.1000 m' 12,000.00 13,200.00

Paku 0.0100 Kg 9,000.00 90.00

Pekerja 0.0500 HOK 30,000.00 1,500.00

Tukang kayu 0.0500 HOK 42,000.00 2,100.00


Mandor 0.0030 HOK 41,000.00 123.00

Total 3,933.00 13,290.00


a b c d e f=(cxe) g=(cxe) hKeuntungan 1,722.30


I-20 1 m2 LANGIT-LANGIT ASBES (1.00X1.00) m, Tebal 3,2 mm RANGKA KAYU BORNEO


Paku biasa 0.0600 Kg 9,000.00 540.00

Asbes 1.00x1.00 m 1.1000 Lbr 0.00 0.00

Pekerja 0.1800 HOK 30,000.00 5,400.00

Tukang kayu 0.3200 HOK 42,000.00 13,440.00


Mandor 0.0090 HOK 41,000.00 369.00

Total 20,553.00 52,020.00


Keuntungan 7,257.30


I-21 1 m2 LANGIT-LANGIT PLYWOOD 4 mm + RANGKA KAYU BORNEO


Paku biasa 2" - 5" 0.0600 Kg 9,000.00 540.00

Plywood 4x8x4 mm 0.3900 Lbr 48,000.00 18,720.00

Pekerja 0.2700 HOK 30,000.00 8,100.00

Tukang kayu 0.4000 HOK 42,000.00 16,800.00


Mandor 0.0135 HOK 41,000.00 553.50

Total 27,133.50 117,930.00




I-24 1 m2 LANGIT-LANGIT GYPSUM BOARD TEBAL 9 mm

Gypsum board 120x240x9 mm 0.3640 Lbr 0.00 0.00

Paku biasa skrup 0.1100 Kg 0.00 0.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Tukang kayu 0.0500 HOK 42,000.00 2,100.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 5,515.00 0.00


Keuntungan 551.50


DIHITUNG 1 m2 LANGIT-LANGIT ASBES (1.00X1.00) m, RANGKA KAYU GUNUNG KELAS II

Kayu Gunung Kls II, balok 0.0120 m3 2,117,000.00 25,404.00

Paku biasa 0.0600 Kg 9,000.00 540.00

Asbes 1.00x1.00 m 1.1000 Lbr 0.00 0.00

Pekerja 0.1800 HOK 30,000.00 5,400.00

Tukang kayu 0.3200 HOK 42,000.00 13,440.00


Mandor 0.0090 HOK 41,000.00 369.00

Total 20,553.00 25,944.00


Keuntungan 4,649.70


DIHITUNG 1 m2 LANGIT-LANGIT PLYWOOD, RANGKA KAYU GUNUNG KELAS II

Kayu Gunung Kls II, balok 0.0230 m3 2,117,000.00 48,691.00

Paku biasa 2" - 5" 0.0600 Kg 9,000.00 540.00

Plywood 4x8x4 mm 0.3900 Lbr 48,000.00 18,720.00

Pekerja 0.2700 HOK 30,000.00 8,100.00

Tukang kayu 0.4000 HOK 42,000.00 16,800.00


Mandor 0.0135 HOK 41,000.00 553.50

Total 27,133.50 67,951.00


Keuntungan 9,508.45


J PEKERJAAN SANITASI

J-01 MEMASANG 1 BUAH KLOSET DUDUK /MONOBLOK

Kloset duduk /monoblok 1.0000 Unit *) 1,028,000.00 1,028,000.00

Perlengkapan 6.00% Harga Kloset 1,028,000.00 61,680.00

Pekerja 3.3000 HOK 30,000.00 99,000.00

Tukang batu 1.1000 HOK 38,500.00 42,350.00


Mandor 0.1600 HOK 41,000.00 6,560.00

Total 147,952.00 1,089,680.00




J-02 MEMASANG 1 BUAH KLOSET JONGKOK PORSELIN

Kloset jongkok porselin 1.0000 Bh 75,000.00 75,000.00


a b c d e f=(cxe) g=(cxe) hPasir pasang 0.0100 m3 65,000.00 650.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang batu 1.5000 HOK 38,500.00 57,750.00


Mandor 0.1600 HOK 41,000.00 6,560.00

Total 157,310.00 81,830.00




J-04 MEMASANG 1 BUAH URINOIR

Urinoir 1.0000 Bh 435,000.00 435,000.00

Perlengkapan 30.0% Urinoir 435,000.00 130,500.00


Pasir pasang 0.0100 m3 65,000.00 650.00

Pekerja 1.0000 HOK 30,000.00 30,000.00

Tukang batu 1.0000 HOK 38,500.00 38,500.00


Mandor 0.1000 HOK 41,000.00 4,100.00

Total 76,800.00 572,330.00




J-05 MEMASANG 1 BUAH WASTAFEL

Wastafel 1.0000 Bh 242,000.00 242,000.00

Perlengkapan 12.0% wastafel 242,000.00 29,040.00

Semen Abu-abu 6.0000 Kg 7,000.00 42,000.00

Pasir pasang 0.0100 m3 65,000.00 650.00

Pekerja 1.2000 HOK 30,000.00 36,000.00

Tukang batu 1.4500 HOK 38,500.00 55,825.00


Mandor 0.1000 HOK 41,000.00 4,100.00

Total 102,225.00 313,690.00




J-07 MEMASANG 1 BUAH BAK MANDI FIBREGLASS 0,30M3

Bak fibreglass 1.0000 Bh 105,000.00 105,000.00

Perlengkapan 18.0% Hrg Bak 105,000.00 18,900.00

Pembantu tukang 1.8000 HOK 30,000.00 54,000.00

Tukang batu 2.7000 HOK 38,500.00 103,950.00


Mandor 0.1100 HOK 41,000.00 4,510.00

Total 185,140.00 123,900.00




J-08 MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,30 M3

Batu bata 0.4000 m3 400.00 160.00


Pasir pasang 0.3000 m3 65,000.00 19,500.00

Porselen (11x11) cm 360.0000 Bh 0.00

Semen nat 6.0000 Kg 7,000.00 42,000.00

Pekerja 6.0000 HOK 30,000.00 180,000.00

Tukang batu 3.0000 HOK 38,500.00 115,500.00


Mandor 0.3000 HOK 41,000.00 12,300.00

Total 320,400.00 185,260.00




J-09 MEMASANG 1 BUAH BADKIP PERSELEN

Badkip 1.0000 bh 0.00

Perlengkapan 20.0% Badkip 0.00

Pekerja - HOK

Tukang batu 0.0750 HOK

Kepala tukang 0.7500 HOK

Mandor 0.2500 HOK

Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-10 MEMBUAT 1 BUAH BAK BETON 1 M3 AIR

Beton 1 : 1.5 : 2.5 0.9000 m3 0.00

Besi beton 180.0000 Kg 0.00

Kayu cetakan 8.0000 m2 0.00

Ubin porselen 5.0000 m2 0.00

Perlengkapan 10.0% Tot bahan 0.00

a b c d e f=(cxe) g=(cxe) hPekerja 3.5000 HOK 0.00

Tukang batu 4.5000 HOK 0.00

Kepala tukang 0.9000 HOK 0.00

Mandor 0.9000 HOK 0.00

Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-11 MEMASANG 1 BUAH BAK FIBREGLASS VOLUME 1M3 AIR

Bak fibreglass 1.0000 bh 0.00

Perlengkapan 12.0% Badkip 0.00

Pekerja 3.0000 HOK 0.00




Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-14 MEMASANG 1 METER PIPA BETON, Ø 15-20 CM

Pipa beton 1.1000 bh 0.00

Batu bata 0.0270 m3 0.00

Semen Portland 3.9200 Kg 0.00

Pasir Pasang 0.0560 m3 0.00

Pasir Urug 0.2400 m3 0.00





Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -


Pipa beton 1.1000 bh 34,500.00 37,950.00

Batu bata 0.0550 m3 0.00 0.00

Semen Portland 10.3000 Kg 0.00 0.00

Pasir Pasang 0.0610 m3 0.00 0.00

Pasir Urug 0.0690 m3 0.00 0.00

Pekerja 0.3800 HOK 0.00 0.00

Tukang batu 0.1900 HOK 0.00 0.00

Kepala tukang 0.0190 HOK 0.00 0.00

Mandor 0.0190 HOK 0.00 0.00

Total 0.00 37,950.00


Keuntungan 3,795.00


J-16 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA (30X30) CM TINGGI 35 CM

Batu bata 0.1450 m3 0.00



Batu kerikil 0.0700 m3 0.00


Pasir beton 0.0600 m3 0.00





Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -


Batu bata 0.2500 m3 0.00 0.00

Semen Portland 77.0000 Kg 0.00 0.00

Pasir Pasang 0.1300 m3 0.00 0.00

Batu kerikil 0.0200 m3 0.00 0.00

Besi beton 2.6000 Kg 0.00 0.00

Pasir beton 0.0900 m3 0.00 0.00

Pekerja 1.4200 HOK 0.00 0.00

Tukang batu 0.4730 HOK 0.00 0.00

Kepala tukang 0.0470 HOK 0.00 0.00

Mandor 0.0710 HOK 0.00 0.00

Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

a b c d e f=(cxe) g=(cxe) hJ-18 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA (60x60) CM TINGGI 65 CM

Batu bata 0.3710 m3 0.00



Batu koral 0.0330 m3 0.00


Pasir beton 0.1200 m3 0.00



Tukang gali 0.1000 HOK 0.00



Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-19 MEMASANG 1 METER PIPA GALVANIS Ø 1/2"

Pipa galvanis 1.2000 m' 13,010.00 15,612.00

Perlengkapan 35.0% Hrg-pipa 4,553.50 1,593.73

Pekerja 0.0540 HOK 30,000.00 1,620.00

Tukang batu 0.0900 HOK 38,500.00 3,465.00


Mandor 0.0270 HOK 41,000.00 1,107.00

Total 6,570.00 17,205.73


Keuntungan 2,377.57


J-20 MEMASANG 1 METER PIPA GALVANIS Ø 3/4"

Pipa galvanis 1.2000 m' 16,370.00 19,644.00


Pekerja 0.0540 HOK 30,000.00 1,620.00

Tukang batu 0.0900 HOK 38,500.00 3,465.00


Mandor 0.0270 HOK 41,000.00 1,107.00

Total 6,570.00 21,649.33


Keuntungan 2,821.93


J-21 MEMASANG 1 METER PIPA GALVANIS Ø 1"

Pipa galvanis 1.2000 m' 3,806.00 4,567.20

Perlengkapan 35.0% Hrg-pipa 1,332.10 466.24

Pekerja 0.0540 HOK 30,000.00 1,620.00

Tukang batu 0.0900 HOK 38,500.00 3,465.00


Mandor 0.0270 HOK 41,000.00 1,107.00

Total 6,570.00 5,033.44


Keuntungan 1,160.34


J-22 MEMASANG 1 METER PIPA GALVANIS Ø 1 1/2"

Pipa galvanis 1.2000 m' 0.00

Perlengkapan 35.0% Hrg-pipa 0.00





Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

DIHITUNG MEMASANG 1 METER PIPA GALVANIS Ø 2"

Pipa galvanis 1.2000 m' 43,500.00 52,200.00


Pekerja 0.1080 HOK 30,000.00 3,240.00

Tukang batu 0.1800 HOK 38,500.00 6,930.00


Mandor 0.0054 HOK 41,000.00 221.40

Total 11,147.40 57,528.75


Keuntungan 6,867.62



Pipa galvanis 1.2000 m' 0.00





a b c d e f=(cxe) g=(cxe) hMandor 0.0054 HOK 0.00

Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -


Pipa galvanis 1.2000 m' 152,500.00 183,000.00


Pekerja 0.1350 HOK 30,000.00 4,050.00

Tukang batu 0.2250 HOK 38,500.00 8,662.50


Mandor 0.0068 HOK 41,000.00 278.80

Total 13,936.30 201,681.25




J-25 MEMASANG 1 METER PIPA PVC TIPE AW Ø 1/2"

Pipa PVC 1.2000 m' 0.00






Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -


Pipa PVC 1.2000 m' 0.00






Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-27 MEMASANG 1 METER PIPA PVC TIPE AW Ø 1"

Pipa PVC 1.2000 m' 0.00






Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

J-28 MEMASANG 1 METER PIPA PVC TIPE AW Ø 1 1/2"

Pipa PVC 1.2000 m' 3,750.00 4,500.00

Perlengkapan 35.0% Hrg-pipa 1,312.50 459.37

Pekerja 0.0360 HOK 30,000.00 1,080.00

Tukang batu 0.0600 HOK 38,500.00 2,310.00


Mandor 0.0018 HOK 41,000.00 73.80

Total 3,715.80 4,959.38


Keuntungan 867.52


K PEKERJAAN BESI DAN ALUMINIUM

K-01 1 Kg PASANG RANGKA ATAP BAJA

Besi profil WF 1.1000 Kg 139,000.00 152,900.00

Meni besi 0.0800 Kg 18,000.00 1,440.00

Pekerja 0.0600 HOK 30,000.00 1,800.00

Tukang besi 0.0060 HOK 41,000.00 246.00


Mandor 0.0003 HOK 41,000.00 12.30

Total 2,310.30 154,340.00




K-02 PASANG PINTU BESI BAJA

Pintu besi baja 1.0000 m2 484,000.00 484,000.00

Pekerja 0.6500 HOK 30,000.00 19,500.00

Tukang besi konstruksi 0.6500 HOK 41,000.00 26,650.00


Mandor 0.0320 HOK 41,000.00 1,312.00

Total 50,192.00 484,000.00




K-18 1 m' PASANG TALANG DATAR, SENG BJLS 28

Seng plat 3' x 6' BJLS 28 0.5000 Lbr 39,900.00 19,950.00

Paku biasa 1/2" - 1" 0.0150 Kg 9,000.00 135.00


Flincote /meni besi 0.2500 Kg 18,000.00 4,500.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.4000 HOK 42,000.00 16,800.00


Mandor 0.00125 HOK 41,000.00 51.25

Total 22,401.25 65,769.00


Keuntungan 8,817.03


K-19 1 m' PASANG TALANG MIRING, SENG BJLS 28


Paku biasa 1/2" - 1" 0.0150 Kg 9,000.00 135.00


Flincote /meni besi 0.3000 Kg 18,000.00 5,400.00

Pekerja 0.0400 HOK 30,000.00 1,200.00

Tukang kayu 0.4000 HOK 42,000.00 16,800.00


Mandor 0.00125 HOK 41,000.00 51.25

Total 19,101.25 59,685.00


Keuntungan 7,878.63


K-20 1 m' PASANG TALANG 1/2 LINGKARAN Ø10 cm, SENG BJLS 28


Paku biasa 1/2" - 1" 0.1000 Kg 9,000.00 900.00


Besi strip 0.5000 Kg 12,000.00 6,000.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.00125 HOK 41,000.00 51.25

Total 16,101.25 53,070.00


Keuntungan 6,917.13


Dihitung 1 Kg BESI

Besi Profil 1.0500 Kg 13,800.00 14,490.00

Pekerja 0.0600 Kg 30,000.00 1,800.00

Tukang Besi Profil Terampil 0.0040 HOK 41,000.00 164.00

Kepala Tukang Besi Profil 0.0010 HOK 42,000.00 42.00

Mandor 0.0002 HOK 41,000.00 8.20

Peralatan (O2,Solar, Elpiji, kawat las dll) 0.1250 HOK 20,975.00 2,621.88

Total 2,836.08 16,290.00


Keuntungan 1,912.61


L PEKERJAAN KUNCI DAN KACA

L-01 1 BUAH PASANG KUNCI TANAM ANTIK

Kunci tanam antik 1.0000 bh 24,000.00 24,000.00

Pekerja 0.0600 HOK 30,000.00 1,800.00

Tukang kayu 0.6000 HOK 42,000.00 25,200.00


Mandor 0.0030 HOK 41,000.00 123.00

Total 29,643.00 24,000.00


Keuntungan 5,364.30


L-02 1 BUAH PASANG KUNCI TANAM BIASA

Kunci tanam biasa 1.0000 bh 78,000.00 78,000.00

Pekerja 0.0100 HOK 30,000.00 300.00

Tukang kayu 0.5000 HOK 42,000.00 21,000.00


Mandor 0.0050 HOK 41,000.00 205.00

Total 21,925.00 78,000.00


Keuntungan 9,992.50


a b c d e f=(cxe) g=(cxe) hL-03 1 BUAH PASANG KUNCI TANAM KAMAR MANDI

Kunci tanam kamar mandi 1.0000 bh 78,000.00 78,000.00

Pekerja 0.0050 HOK 30,000.00 150.00

Tukang kayu 0.5000 HOK 42,000.00 21,000.00


Mandor 0.0025 HOK 41,000.00 102.50

Total 21,462.50 78,000.00


Keuntungan 9,946.25


L-04 1 BUAH PASANG KUNCI SILINDER

Kunci silinder 1.0000 bh 24,000.00 24,000.00

Pekerja 0.0050 HOK 30,000.00 150.00

Tukang kayu 0.5000 HOK 42,000.00 21,000.00


Mandor 0.00025 HOK 41,000.00 10.25

Total 21,370.25 24,000.00


Keuntungan 4,537.03


L-05 1 BUAH PASANG ENGSEL PINTU

Engsel pintu 1.0000 bh 12,500.00 12,500.00

Pekerja 0.0150 HOK 30,000.00 450.00

Tukang kayu 0.1500 HOK 42,000.00 6,300.00


Mandor 0.00075 HOK 41,000.00 30.75

Total 7,410.75 12,500.00


Keuntungan 1,991.08


L-06 1 BUAH PASANG ENGSEL JENDELA KUPU-KUPU

Engsel jendela 1.0000 bh 7,200.00 7,200.00

Pekerja 0.0100 HOK 30,000.00 300.00

Tukang kayu 0.1000 HOK 42,000.00 4,200.00


Mandor 0.0005 HOK 41,000.00 20.50

Total 4,940.50 7,200.00


Keuntungan 1,214.05


L-07 1 BUAH PASANG ENGSEL ANGIN

Engsel angin 1.0000 bh 7,200.00 7,200.00

Pekerja 0.0200 HOK 30,000.00 600.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.01000 HOK 41,000.00 410.00

Total 10,250.00 7,200.00


Keuntungan 1,745.00


L-09 1 BUAH PASANG KAIT ANGIN

Kait angin 1.0000 bh 0.00 0.00

Pekerja 0.0150 HOK 30,000.00 450.00

Tukang kayu 0.1500 HOK 42,000.00 6,300.00


Mandor 0.00075 HOK 41,000.00 30.75

Total 7,410.75 0.00


Keuntungan 741.08


L-11 1 BUAH PASANG KUNCI SELOT

Kunci selot 1.0000 bh 3,500.00 3,500.00

Pekerja 0.0200 HOK 30,000.00 600.00

Tukang kayu 0.2000 HOK 42,000.00 8,400.00


Mandor 0.0010 HOK 41,000.00 41.00

Total 9,881.00 3,500.00


Keuntungan 1,338.10


L-12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER

Door holder 1.0000 bh 36,000.00 36,000.00

Pekerja 0.0500 HOK 30,000.00 1,500.00

Tukang kayu 0.5000 HOK 42,000.00 21,000.00


Mandor 0.0025 HOK 41,000.00 102.50



Keuntungan 6,070.25


L-14 1 BUAH PASANG REL PINTU DORONG

Rel pintu dorong 1.0000 bh 302,000.00 302,000.00

Pekerja 0.0600 HOK 30,000.00 1,800.00

Tukang kayu 0.6000 HOK 42,000.00 25,200.00


Mandor 0.0030 HOK 41,000.00 123.00

Total 29,643.00 302,000.00




L-15 1 BUAH PASANG KUNCI LEMARI

Kunci lemari 1.0000 Bh 9,000.00 9,000.00

Pekerja 0.0250 HOK 30,000.00 750.00

Tukang kayu 0.2500 HOK 42,000.00 10,500.00


Mandor 0.00125 HOK 41,000.00 51.25

Total 12,351.25 9,000.00


Keuntungan 2,135.13


L-16 1 m2 PASANG KACA TEBAL 3 mm

Kaca 1.1000 M2 37,500.00 41,250.00

Pekerja 0.0150 HOK 30,000.00 450.00

Tukang kayu 0.1500 HOK 42,000.00 6,300.00


Mandor 0.00075 HOK 41,000.00 30.75

Total 7,410.75 41,250.00


Keuntungan 4,866.08


L-17 1 m2 BUAH PASANG KACA TEBAL 5 mm

Kaca 1.1000 bh 47,500.00 52,250.00

Pekerja 0.0150 HOK 30,000.00 450.00

Tukang kayu 0.1500 HOK 42,000.00 6,300.00


Mandor 0.00075 HOK 41,000.00 30.75

Total 7,410.75 52,250.00


Keuntungan 5,966.08


M PEKERJAAN PENUTUP LANTAI DAN DINDING

M-02 1 m2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30X30 cm

Ubin abu-abu 30x30 cm 11.8700 bh 1,700.00 20,179.00


Pasir pasang 0.0215 m3 65,000.00 1,397.50

Pekerja 0.2600 HOK 30,000.00 7,800.00

Tukang batu 0.1250 HOK 38,500.00 4,812.50


Mandor 0.0130 HOK 41,000.00 533.00

Total 13,670.50 31,876.50


Keuntungan 4,554.70


M-42 1 m2 PASANG LANTAI KERAMIK 10X20 cm, WARNA ( Anti Selip )

Ubin keramik artistik 10x20 cm, anti selip 50.0000 bh 720.00 36,000.00

Semen Portland 0.2276 Kg 1,030.00 234.43

Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 50,724.43


Keuntungan 8,549.94


M-43 1 m2 PASANG LANTAI KERAMIK 15X15 cm

Ubin keramik15x15 cm 44.0000 bh 818.18 36,000.00


Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00


Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 62,211.40


Keuntungan 9,698.64



Ubin keramik 20x20 cm 25.0000 bh 1,560.00 39,000.00


Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 65,211.40


Keuntungan 9,998.64





Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 56,211.40


Keuntungan 9,098.64


M-59 1 m2 PASANG DINDING PORSELIN 11X11 cm, WARNA

Porselin 11x11 cm, warna 83.0000 bh 469.88 39,000.00

Semen Abu-abu 9.3000 Kg 1,030.00 9,579.00

Pasir pasang 0.0180 m3 95,000.00 1,710.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 41,180.00 60,789.00




M-62 1 m2 PASANG DINDING PORSELIN 10X20 cm, WARNA

Keramik 10x20 cm warna 50.0000 bh 720.00 36,000.00

Semen Abu-abu 9.3000 Kg 1,030.00 9,579.00

Pasir pasang 0.0180 m3 95,000.00 1,710.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang batu 0.4500 HOK 38,500.00 17,325.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 38,445.00 57,789.00


Keuntungan 9,623.40


M-64 1 m2 PASANG DINDING KERAMIK 10X20 cm

Keramik 10x20 cm 50.0000 bh 720.00 36,000.00

Semen Abu-abu 9.3000 Kg 1,030.00 9,579.00

Pasir pasang 0.0180 m3 95,000.00 1,710.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6000 HOK 30,000.00 18,000.00

Tukang batu 0.4500 HOK 38,500.00 17,325.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 38,445.00 57,789.00


Keuntungan 9,623.40


DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm putih (polos)



Pasir pasang 0.0420 m3 95,000.00 3,990.00

a b c d e f=(cxe) g=(cxe) hSemen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 55,911.40


Keuntungan 9,068.64


DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm warna



Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 61,851.40


Keuntungan 9,662.64


DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm putih (polos)



Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 68,345.80




DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm warna



Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 71,672.20




DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm ANTI SELIP

Ubin keramik 30x30 cm anti selip 11.0000 bh 3,272.73 36,000.00


Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 62,211.40


Keuntungan 9,698.64


DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm ANTI SELIP

Ubin keramik 40x40 cm anti selip 7.0000 bh 5,857.14 41,000.00


Pasir pasang 0.0420 m3 95,000.00 3,990.00

Semen warna 1.5000 Kg 7,000.00 10,500.00

Pekerja 0.6200 HOK 30,000.00 18,600.00

Tukang batu 0.3500 HOK 38,500.00 13,475.00


Mandor 0.0300 HOK 41,000.00 1,230.00

Total 34,775.00 67,211.40




DIHITUNG

Paving block 6 cm, warna 1.0100 m2 25,000.00 25,250.00

Pasir pasang kali 0.1000 m3 95,000.00 9,500.00

1 m2 PASANG PAVING BLOCK 6 cm, WARNA (A139)


Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0030 HOK 41,000.00 123.00

Peralatan 0.0000 Ls 3,000.00 0.00

Total 27,923.00 34,750.00


Keuntungan 6,267.30


DIHITUNG

Paving block 6 cm, Natural 1.0100 m2 28,000.00 28,280.00


Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0030 HOK 41,000.00 123.00

Peralatan 0.0000 Ls 3,000.00 0.00

Total 27,923.00 37,780.00


Keuntungan 6,570.30


DIHITUNG

Paving block 8 cm, warna 1.0100 m2 38,000.00 38,380.00


Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0030 HOK 41,000.00 123.00

Peralatan 0.0000 Ls 3,000.00 0.00

Total 27,923.00 47,880.00


Keuntungan 7,580.30


DIHITUNG

Paving block 8 cm, NATURAL 1.0100 m2 35,000.00 35,350.00


Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang batu 0.5000 HOK 38,500.00 19,250.00


Mandor 0.0030 HOK 41,000.00 123.00

Peralatan 0.0000 Ls 3,000.00 0.00

Total 27,923.00 44,850.00


Keuntungan 7,277.30


N PEKERJAAN PENGECATAN

N-01 1 m2 MENGIKIS / MENGEROK PERMUKAAN CAT TEMBOK LAMA

Soda api 0.0500 Kg 0.00 0.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Mandor 0.0025 HOK 41,000.00 102.50

Total 4,602.50 0.00


Keuntungan 460.25


N-02 1 m2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DI CAT

Sabun 0.0500 Kg 1,500.00 75.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Mandor 0.0025 HOK 41,000.00 102.50

Total 4,602.50 75.00


Keuntungan 467.75


N-03 1 m2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL

Sabun 0.0500 Kg 1,500.00 75.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Mandor 0.0025 HOK 41,000.00 102.50

Total 4,602.50 75.00


Keuntungan 467.75


N-04 1 m2 MENYABUN PERMUKAAN TEMBOK LAMA

Sabun 0.0500 Kg 1,500.00 75.00

Pekerja 0.1500 HOK 30,000.00 4,500.00

Mandor 0.0025 HOK 41,000.00 102.50

Total 4,602.50 75.00

1 m2 PASANG PAVING BLOCK 6 cm, NATURAL (A141)

1 m2 PASANG PAVING BLOCK 8 cm, WARNA (A140)

1 m2 PASANG PAVING BLOCK 8 cm, NATURAL (A142)

a b c d e f=(cxe) g=(cxe) hTotal Harga 4,677.50

Keuntungan 467.75


N-06 1 m2 MENDEMPUL DAN MENGGOSOK KAYU

Dempul jadi 0.0800 Kg 12,000.00 960.00

Minyak cat 0.0200 Kg 6,000.00 120.00

Batu apung 0.0100 Kg 1,500.00 15.00

Pekerja 0.0400 HOK 30,000.00 1,200.00

Tukang cat 0.0400 HOK 35,500.00 1,420.00


Mandor 0.0025 HOK 41,000.00 102.50

Total 2,890.50 1,095.00


Keuntungan 398.55


N-07 1 m2 PENGECATAN BIDANG KAYU LAMA

Plamir 0.1500 Kg 12,000.00 1,800.00

Cat dasar 0.1700 Kg 35,000.00 5,950.00

Cat Penutup 0.1700 Kg 35,000.00 5,950.00

Pekerja 0.0700 HOK 30,000.00 2,100.00

Tukang cat 0.0750 HOK 35,500.00 2,662.50


Mandor 0.0025 HOK 41,000.00 102.50

Total 5,180.00 13,700.00


Keuntungan 1,888.00


N-08 1 m2 PENGECATAN BIDANG KAYU BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 2 Lapis Cat Penutup)

Cat meni 0.2000 Kg 18,000.00 3,600.00

Plamir 0.1500 Kg 12,000.00 1,800.00

Cat dasar 0.1700 Kg 35,000.00 5,950.00

Cat Penutup ( 2 kali ) 0.2600 Kg 35,000.00 9,100.00

Pekerja 0.0700 HOK 30,000.00 2,100.00

Tukang cat 0.0090 HOK 35,500.00 319.50


Mandor 0.0025 HOK 41,000.00 102.50

Total 2,774.00 20,450.00


Keuntungan 2,322.40


N-09 1 m2 PENGECATAN BIDANG KAYU BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 3 Lapis Cat Penutup)

Cat meni 0.2000 Kg 18,000.00 3,600.00

Plamir 0.1500 Kg 12,000.00 1,800.00

Cat dasar 0.1700 Kg 35,000.00 5,950.00


Pekerja 0.0700 HOK 30,000.00 2,100.00

Tukang cat 0.1050 HOK 35,500.00 3,727.50


Mandor 0.0025 HOK 41,000.00 102.50

Total 6,098.00 23,600.00


Keuntungan 2,969.80


N-11 1 m2 PELABURAN BIDANG KAYU DENGAN POLITUR

Politur 0.1500 Ltr 12,600.00 1,890.00

Politur jadi 0.3720 Ltr 27,000.00 10,044.00

Ampelas 2.0000 Lbr 6,000.00 12,000.00

Tukang cat 0.0600 HOK 35,500.00 2,130.00


Mandor 0.0025 HOK 41,000.00 102.50

Total 2,904.50 23,934.00


Keuntungan 2,683.85


N-12 1 m2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER

Residu atau ter 0.3500 Ltr 1,100.00 385.00

Pekerja 0.1000 HOK 30,000.00 3,000.00

Mandor 0.0060 HOK 41,000.00 246.00

Total 3,246.00 385.00


Keuntungan 363.10


N-13 1 m2 PELABURAN BIDANG KAYU DENGAN VERNIS

Vernis 0.1500 Ltr 12,000.00 1,800.00

Dempul 0.0500 Kg 12,000.00 600.00

Ampelas 0.1000 Lbr 6,000.00 600.00

a b c d e f=(cxe) g=(cxe) hKuas 0.0100 Bh 9,000.00 90.00

Pekerja 0.1600 HOK 30,000.00 4,800.00

Tukang cat 0.1600 HOK 35,500.00 5,680.00


Mandor 0.0025 HOK 41,000.00 102.50

Total 11,254.50 3,090.00


Keuntungan 1,434.45


N-14 1 m2 PENGECATAN BIDANG TEMBOK BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 2 Lapis Cat Penutup)

Plamir 0.1000 Kg 12,000.00 1,200.00

Cat dasar 0.1000 Kg 12,000.00 1,200.00


Pekerja 0.0200 HOK 30,000.00 600.00

Tukang cat 0.0630 HOK 35,500.00 2,236.50


Mandor 0.0025 HOK 41,000.00 102.50

Total 3,203.60 5,520.00


Keuntungan 872.36


N-15 1 m2 PENGECATAN BIDANG TEMBOK LAMA ( 1 Lapis Cat dasar; 2 Lapis Cat Penutup )

Cat dasar 0.1200 Kg 12,000.00 1,440.00


Pekerja 0.0280 HOK 30,000.00 840.00

Tukang cat 0.0420 HOK 35,500.00 1,491.00


Mandor 0.0025 HOK 41,000.00 102.50

Total 2,609.90 3,600.00


Keuntungan 620.99


N-19 1 m2 PEMASANGAN WALL PAPER

Wall paper 1.2000 m3 0.00

Perekat 0.2000 Kg 0.00


Tukang cat 0.2000 HOK 0.00



Total 0.00 0.00

Total Harga -

Keuntungan -

Jumlah Total -

N-20 1 m2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI

Meni besi 0.1000 Kg 18,000.00 1,800.00

Kuas 0.0100 Bh 9,000.00 90.00

Pekerja 0.0200 HOK 30,000.00 600.00

Tukang cat 0.2000 HOK 35,500.00 7,100.00


Mandor 0.0100 HOK 41,000.00 410.00

Total 8,950.00 1,890.00


Keuntungan 1,084.00


N-21 1 m2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH

Meni besi 0.1000 Kg 18,000.00 1,800.00

Kuas 0.0100 Bh 9,000.00 90.00

Perancah kayu 0.0020 m3 1,400,000.00 2,800.00

Pekerja 0.2500 HOK 30,000.00 7,500.00

Tukang cat 0.2250 HOK 35,500.00 7,987.50


Mandor 0.0075 HOK 41,000.00 307.50

Total 16,740.00 4,690.00


Keuntungan 2,143.00


N-22 1 m2 PENGECATAN PERMUKAAN BAJA LAPIS SENG GALBANI SECARA MANUAL (4 lapis cat konvensional, tebal 200 um)

Cat dasar 0.1100 Kg 0.00

Cat antara 0.1700 Kg 0.00

Cat penutup 0.0800 Kg 0.00





Total 0.00 0.00

Total Harga -

N-23 1 m2 PENGECATAN PERMUKAAN BAJA LAPIS GALBANI SECARA MANUAL (1 lapis cat mutakhir, tebal 200 um)

a b c d e f=(cxe) g=(cxe) hCat 0.3000 Kg 0.00





Total 0.00 0.00

Total Harga -

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM 1 M3 LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN BURUH ) KODE

SUB. DIT. PERENCANAAN JALAN LOKAL K.511 KOTA

KOTA KODE DISIAPKAN OLEH : TANGGAL : PROPINSI : TASIKMALAYA DINAS PEKERJAAN UMUM JAWA BARAT KOTA TASIKMALAYA

ANGGAPAN :

PROSES : 1. Menggunakan tenaga manusia (60M3/hari)

1 Agregat pecah tersaring ditimbun disepanjang jalan oleh pemasok 2.Material ditimbun disepanjang jalan oleh pemasok

2 Membentuk ulang Permukaan LamaJalan & menghampar Agregat 3.Dikirim batu quarry/kerikil sungai pecah tersaring yang termusah

dengan tenaga Manusia 4.Dihampar dengan tenaga manusia dalam 2 lapis dan dipadatkan sampai tebal padat 10 cm

3 Jalan disiram dengan air dengan truk air 5.Dihampar dan dipadatkan 600m2/hari:koefisien pemadatan = 1,2

4 Pemadatan dalam 2 lapis dengan mesin gilas roda baja sampai100 % MDD 6. Umur alat bantu rata - rata 1 bulan/orang/set@3 alat

5 Perapihan dengan tenaga manusia 7. Gradasi bahan lapis pondasi bawah klas A semua harus melalui saringan 75 mm sesuai rev.spek.umum

PEKERJA Vol Hari Total Vol Upah Biaya Sub Total ( Org/hr ) (Rp/Hr/Org) ( Rp.) ( Rp.)

P Mandor 2.00 1.00 2.00 41,000.00 82,000.00 E Operator Terampil 1.00 1.00 1.00 42,000.00 42,000.00 K Pembantu Operator 1.00 1.00 1.00 38,500.00 38,500.00 E Supir Truck 1.00 1.00 1.00 35,500.00 35,500.00 R Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 J Buruh Tak Terlatih 60.00 1.00 60.00 30,000.00 1,800,000.00 A

PEKERJA 2,028,000.00 HARGA BIAYA SUB. TOTAL

MATERIAL Jumlah Satuan Total Vol SATUAN ( Rp.) ( Rp.) ( Rp. / Unit )

M A Batu Pecah Tersaring Bergradasi M3 51.50 90,000.00 4,635,000.00 T Pasir Urug M3 20.50 50,000.00 1,025,000.00 E ALat Bantu Set 0.24 60,000.00 14,400.00 R I A L

MATERIAL 5,674,400.00 Hari Jam Harga Biaya Sub Total

PERALATAN Jumlah Kerja Kerja (RP/Jam) ( Rp.) ( Rp.)

P E Tree Wheel Roller 1.00 1.00 5.00 70,100.00 350,500.00 R Water Tank 3000 - 4500 Liter 1.00 1.00 5.00 83,900.00 419,500.00 A L A T A N

PERALATAN 770,000.00 Total Rp. 8,472,400.00

VOLUME/ QUANTITY 60 Keuntungan mak 847,240.00 SATUAN M3 155,327.33 Per M3 Total Rp. 9,319,640.00

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM 1 M3 LAPIS PONDASI BAWAH KLAS B ( MENGGUNAKAN BURUH ) KODE



ANGGAPAN : PROSES : 1.Menggunakan Tenaga Manusia ( 60M3 /Hari ) 1. Agregat tersaring bergradasi ditimbun disepanjang jalan 2. Material ditimbun disepanjang jalan oleh pemasok oleh pemasok 3. Dikirim kerikil galian / sungai tersaring/bergradasi yg termurah 2. membentuk ulang permukaan lama jalan dan hampar agr dng 4. Dihampar dan dipadatkan sampai tebal 10 CM tenaga manusia 5. Dihampar dan dipadatkan 600M2/hari ;koefisien pemadat = 1,2 3. Jalan disiram air dengan truk air 6. Umur alat bantu rata rata 1 bulan /orang/set@3 Alat 4. Pemadatan dalam 2 lapis dengan mesin gilas roda baja 7. Gradasi bahan lapis pondasi bawah klas B semua harus melalui saringan 62,5 mm sampai 100 % MDD 5. Perapihan jalan dengan tenaga manusia


P Mandor 2.00 1.00 2.00 41,000.00 82,000.00 E Operator Terampil 1.00 1.00 1.00 42,000.00 42,000.00 K Pembantu Operator 1.00 1.00 1.00 38,500.00 38,500.00 E Supir Truck 1.00 1.00 1.00 35,500.00 35,500.00 R Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 J Buruh Tak Terlatih 60.00 1.00 60.00 30,000.00 1,800,000.00

A PEKERJA 2,028,000.00

Harga Biaya Sub Total MATERIAL Jumlah Satuan Total Vol Satuan ( Rp.) ( Rp.)

( Rp. / Unit )

M A Sirtu Tersaring (Bergradasi) M3 72.00 70,000.00 5,040,000.00 T ALat Bantu Set 0.24 60,000.00 14,400.00 E R I A L


PERALATAN Jumlah Kerja Kerja ( Rp/Jam ) ( Rp.) ( Rp.)

P E Tree Whell Roller 1.00 1.00 5.00 70,100.00 350,500.00 R Water Tank 3000 - 4500 Liter 1.00 1.00 5.00 83,900.00 419,500.00 A L A T A N



DIREKTORAT JENDRAL BINA MARGA A N A L I S A B I A Y A P E K E R J A A N DIREKTORAT BINA PROGRAM 1 M2 LAPIS PONDASI BAWAH ( LPB ) KONSTRUKSI TELFORD KODE SUB. DIT. PERENCANAAN JALAN LOKA L K.516 KOTA

KOTA KODE PROPINSI : TASIKMALA ( ) DINAS PEKERJAAN UMUM TANGGAL : JAWA BARAT KOTA TASIKMALAYA

ANGGAPAN : PROSES : 1. menggunakan tenaga orang 400 m2 per hari 1. Material disiapkan dilokasi pekerjaan oleh pemasok 2. material dikirim ke lokasi pekerjaan oleh supplier 2. Menghampar pasir setebal 5 cm 3. material sudah dipecahkan / batu pecah 3. Batu pecah berukuran besar ( 10-15 cm ) 4. Tanah dasar / sub grade sudah dipersiapkan 4. Batu pecah yang lebih kecil mengisi rongga diatas 5. Dipadatkan sampai tebal 20 cm nya, kemudian digilas dengan mesin gilas


P Mandor 3.00 1.00 3.00 41,000.00 123,000.00 E Pembantu Operator 1.00 1.00 1.00 38,500.00 38,500.00 K Buruh tak Terlatih 99.00 1.00 99.00 30,000.00 2,970,000.00 E R J A



Batu pecah ( 10 - 15 ) 50.00 m3 50.00 85,000.00 4,250,000.00 M Batu pecah ( 5-7 ) 20.00 m3 20.00 98,000.00 1,960,000.00 A pasir 30.00 m3 30.00 65,000.00 1,950,000.00 T Alat Bantu 4.00 set 4.00 60,000.00 240,000.00 E R I A L



P Roller 3 Wheel 8 - 10 ton/Tendem Roller 1.00 1.00 5.00 88,000.00 440,000.00 E R A L A T A

N PERALATAN 440,000.00 Total Rp. 11,971,500.00

VOLUME/ QUANTITY 400 Keuntungan mak 1,197,150.00 SATUAN M3 Total Rp. 13,168,650.00

32,921.63 Per M2

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM 1 M3 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN ALAT ) KODE



ANGGAPAN : PROSES : 1. Menggunakan Alat Berat, ( 150 M3/hari) Pekerjaan ini harus dilaksanakan sesuai : 2. Material Ditimbun Disepanjang Jalan Oleh Pemasok 1. Bab satuan pekerjaan ini, spesifikasi umum jalan 3. Dihampar dan Diapdatkan sampai tebal padat 10 cm Kabupaten Bina Marga Maret 1992. 4. Koefisien pemadatan = 1,3 2. Atau Addendum yang berkalu.


P Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Operator Terampil 2.00 1.00 2.00 42,000.00 84,000.00 K Pembantu Operator 2.00 1.00 2.00 38,500.00 77,000.00 E Supir Truck 1.00 1.00 1.00 35,500.00 35,500.00 R Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 J Buruh Tak Terlatih 6.00 1.00 6.00 30,000.00 180,000.00 A

PEKERJA 447,500.00 HARGA BIAYA SUB. TOTAL


M A Batu Pecah Tersaring Bergradasi M3 195.00 90,000.00 17,550,000.00 T ALat Bantu Set 0.24 60,000.00 14,400.00 E R I A L



P Motor Grader 100Hp 1.00 1.00 5.00 216,200.00 1,081,000.00 E Tree whell roller 1.00 1.00 5.00 70,100.00 350,500.00 R Water Tank 3000 - 4500 Liter 1.00 1.00 5.00 83,900.00 419,500.00 A L A T A N

PERALATAN 1,851,000.00 Total Rp. 19,862,900.00

VOLUME/ QUANTITY 150 Keuntungan mak 1,986,290.00 SATUAN M3 145,661.27 Per M3 Total Rp. 21,849,190.00

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM 1 M3 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN BURUH ) KODE



ANGGAPAN : PROSES : 1. Menggunakan Tenaga manusia , ( 60 M3/hari) Pekerjaan ini harus dilaksanakan sesuai : 2. Material Ditimbun Disepanjang Jalan Oleh Pemasok 1. Agregat pecah tersaring ditimbun di sepanjang jalan 3. Dikirim batu quarry/kerikil sungai pecah tersaring yang termurah oleh pemasok 4. Dihampar dan Dipadatkan sampai tebal padat 10 cm 2. Agregat dihampar oleh tenaga manusia 5. Dihampar dan Dipadatkan 600 m2/hari 3. jalan disiram air dengan truck air 6. Gradasi agregat lapis pondasi atas klas A semua harus melalui saringan 37,5 mm 4. Pemadatan dengan mesin gilas roda baja sesuai rev. spek. Umum B.M Maret 89- buku 3


P Mandor 2.00 1.00 2.00 41,000.00 82,000.00 E Operator Terampil 1.00 1.00 1.00 42,000.00 42,000.00 K Pembantu Operator 1.00 1.00 1.00 38,500.00 38,500.00 E Supir Truck 1.00 1.00 1.00 35,500.00 35,500.00 R Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 J Buruh Tak Terlatih 60.00 1.00 60.00 30,000.00 1,800,000.00 A


MATERIAL Satuan Total Vol SATUAN ( Rp.) ( Rp.) ( Rp. / Unit )

M Batu Pecah tersaring Bergradasi M3 71.00 90,000.00 6,390,000.00 A Pasir Urug M3 7.50 50,000.00 375,000.00 T ALat Bantu Set 2.40 60,000.00 144,000.00 E R I A L



P E Tree Whell Roller 1.00 1.00 5.00 70,100.00 350,500.00 R Water Tank 3000 - 4500 Liter 1.00 1.00 5.00 83,900.00 419,500.00 A L A T A N


VOLUME/ QUANTITY 60 Keuntungan mak 970,700.00 SATUAN M3 Total Rp. 10,677,700.00

177,961.67 Per M3

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM 1 M2 LAPIS PENETRASI / PERMUKAAN MACADAM 50 MM LAPEN ( MENGGUNAKAN BURUH ) KODE


KOTA KODE DISIAPKAN OLEH : TANGGAL : PROPINSI : TASIKMALAYA DINAS PEKERJAAN UMUM JAWA BARAT KOTA TASIKMALAYA PROSES : ANGGAPAN : 1. Semprotkan aspal prime coat 0,48 Kg/m2 1. Menggunakan tenaga manusia 2. Hampar batu pecah 3-5 cm, 25 m2/m3 2. Material dikirim kelokasi pekerjaan oleh pemasok 3. Hampar batu pecah 2-3 cm, 45 m2/m3 3. Tebal perkerasan 5 cm 4. Setiap lapis batu dipadatkan 4. Kapasitas penghamparan 2800 m2/minngu ( 6 hari) 5. Semprotkan aspal, 2,5 Kg/m2 6. Hampar batu pecah 1-2 cm, 90 m2/m3 7. Semprotkan aspal, 1,5 Kg/m2 8. Hampar pasir (blinder), 400m2/m3


P Mandor 2.00 3.00 6.00 41,000.00 246,000.00 E Operator Terampil 2.00 3.00 6.00 42,000.00 252,000.00 K Pembantu Operator 2.00 3.00 6.00 38,500.00 231,000.00 E Supir 1.00 3.00 3.00 35,500.00 106,500.00 R Pembantu Supir 1.00 3.00 3.00 30,000.00 90,000.00 J Buruh Tak Terlatih 66.00 3.00 198.00 30,000.00 5,940,000.00 A Buruh Terlatih 2.00 3.00 6.00 32,500.00 195,000.00



M Batu pecah 3-5 cm M3 56.00 115,000.00 6,440,000.00 A Batu pecah 2-3 cm M3 31.11 125,000.00 3,888,750.00 T Batu pecah 1-2 cm M3 15.55 135,000.00 2,099,250.00 E Batu pecah 0.5/1cm ( screen ) M3 11.20 122,500.00 1,372,000.00 R Aspal Kg 6,270.00 8,064.52 50,564,516.13 I Minyak bakar Ltr 450.00 3,500.00 1,575,000.00 A Alat Bantu Set 8.16 60,000.00 489,600.00 L



P Tree whell roller 1.00 3.00 15.00 70,100.00 1,051,500.00 E Aspal Sprayer 1.00 3.00 15.00 47,100.00 706,500.00 R Dump Truck 3 - 4 M3 1.00 3.00 15.00 83,900.00 1,258,500.00 A L A T A N


VOLUME/ QUANTITY 1400 Keuntungan mak 7,650,611.61 SATUAN M3 60,111.95 Per M2 Total Rp. 84,156,727.74

DIREKTORAT JENDRAL BINA MARGA A N A L I S A B I A Y A P E K E R J A A N DIREKTORAT BINA PROGRAM 1 m2 PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON (LASTON) KODE



ANGGAPAN : PROSES : 1. Menggunakan peralatan Berat 1. Permukaan jalan harus bersih dan kering 2. Campuran lataston tersedia di lokasi pekerjaan 2. sebelum penghamparan permukaan jalan diberi prime 3. Tebal lapisan padat 5 cm tack coat 1 kg/m2 4. Berat volume laston padat = 2,23 t/m3 3. Suhu pemadatan awal 120 C, pemadatan akhir 60 C 4. Penghamparan laston menggunakan asphalt Finisher 5. Pemadatan awal menggunakan tandem roller 4-6 ton sebanyak 4-6 kali lintasan kemudian diikuti PTR 10- 12 ton dan diakhiri dengan TR lagi


P Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Operator Terlatih 4.00 1.00 4.00 42,000.00 168,000.00 K Operator semi Terlatih 2.00 1.00 2.00 38,500.00 77,000.00 E Buruh tak Terlatih 10.00 1.00 10.00 30,000.00 300,000.00 R Buruh Terlatih 5.00 1.00 5.00 32,500.00 162,500.00 J A



Campuran Laston ( hotmix ) 120.00 Ton 120.00 690,000.00 82,800,000.00 M Aspalt Bitumen untuk prime coat/ 1,078.00 kg 1,078.00 8,064.52 8,693,548.39 A tack coat T Minyak aspalt ( Pengencer ) 360.00 Ltr 360.00 3,500.00 1,260,000.00 E Alat Bantu 5.00 Set 5.00 60,000.00 300,000.00 R I A L



P Aspalt Sprayer 1.00 1.00 3.00 47,100.00 141,300.00 E Aspalt Finisher 1.00 1.00 5.00 110,700.00 553,500.00 R Tandem Roller 6 - 8 Ton 1.00 1.00 6.00 88,000.00 528,000.00 A Pnermatic Roller 8 - 15 Ton 1.00 1.00 6.00 86,000.00 516,000.00 L Compressor 4000-6500 l/m 1.00 1.00 3.00 47,000.00 141,000.00 A T A N


VOLUME/ QUANTITY 1076 Keuntungan mak 9,568,184.84 SATUAN M2 Total Rp. 105,250,033.23

T. 5 cm 97,816.02 Per M2 T. 4 cm 58,689.61 Per M2

88,034.41

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN PEKERJAAN DIREKTORAT BINA PROGRAM 1 M2 LAPIS PEREKAT KODE SUB. DIT. PERENCANAAN JALAN LOKA L AN. 18 KOTA


PROSES : ANGGAPAN : 1. Permukaan jalan harus rata, bersih dan kering 1. Penyemprotan aspal 0.35 kg / m2 2. Pemadatan aspal dengan suhu 100 - 120 Derajat 2. Kapasitas kerja 8.000 m2/ hari 3. dilakukan dengan asphalt

diperhitungkan berdasarkan pada volume: 8,000.00 Ltr TENAGA Vol Hari Total Vol Upah Biaya Sub Total

P ( Org/hr ) (Rp/Hr/Org) ( Rp.) ( Rp.) E K Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Pekerja 20.00 1.00 20.00 30,000.00 600,000.00 R Operator 2.00 1.00 2.00 42,000.00 84,000.00 J Pembantu Operator 2.00 1.00 2.00 38,500.00 77,000.00 A

TENAGA 802,000.00 HARGA BIAYA SUB. TOTAL

MATERIAL Kuantitas Unit Total Vol SATUAN ( Rp.) ( Rp.) ( Rp. / Unit )

M Aspalt 7,104.00 Kg 7,104.00 8,064.52 57,290,322.58 A Minyak Tanah 2,032.00 Ltr 2,032.00 3,500.00 7,112,000.00 T Alat Bantu 2.00 Set 2.00 60,000.00 120,000.00 E R I A L


PERALATAN Jumlah Kerja Kerja (RP/Jam) ( Rp.) ( Rp.) P E R Aspalt Sprayer Towed 350 L 2.00 1.00 10.00 47,100.00 471,000.00 A Compressor 2.00 1.00 10.00 47,000.00 470,000.00 L A T A N PERALATAN 941,000.00

Total Rp. 66,265,322.58 VOLUME/ QUANTITY 8000 Keuntungan mak 6,626,532.26 SATUAN LITER Total Rp. 72,891,854.84

Jumlah Per Ltr 9,111.48 PER LITER

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN PEKERJAAN DIREKTORAT BINA PROGRAM 1 M2 PENGHAMPARAN DAN PEMADATAN ATB KODE SUB. DIT. PERENCANAAN JALAN LOKA L AN. 20 KOTA


PROSES : ANGGAPAN : 1. Permukaan jalan harus rata, bersih dan kering 1. menggunakan peralatan berat 2. hamparan harus di tack coat 2. Campuran ATB diangkut dari lokasi AMP dengan dump truck 3. pemadatan awal 120 derajat Celcius jarak angkut +/- 20 km 4. Pemadatan akhir 60 derajat celcius 3. Berat volume ATB padat 2,3 ton / m3 5. ATB menggunakan aspalt finisher 4. Tebal lapisan padat 5 cm

diperhitungkan berdasarkan pada volume: 67.00 m3 TENAGA Vol Hari Total Vol Upah Biaya Sub Total

( Org/hr ) (Rp/Hr/Org) ( Rp.) ( Rp.)

P Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Tukang 2.00 1.00 2.00 38,500.00 77,000.00 K Pekerja 12.00 1.00 12.00 30,000.00 360,000.00 E Operator 4.00 1.00 4.00 42,000.00 168,000.00 R Pembantu Operator 4.00 1.00 4.00 38,500.00 154,000.00 J Supir Terampil 6.00 1.00 6.00 35,500.00 213,000.00 A Pembantu Supir 6.00 1.00 6.00 30,000.00 180,000.00

1,193,000.00 HARGA BIAYA SUB. TOTAL


M A Campuran Hotmix ( ATB ) 150.00 ton 150.00 684,000.00 102,600,000.00 T Alat Bantu 2.00 Set 2.00 60,000.00 120,000.00 E R

I A L

102,720,000.00 Hari Jam Harga Biaya Sub Total

PERALATAN Jumlah Kerja Kerja (RP/Jam) ( Rp.) ( Rp.) P E Aspalt finisher 1.00 1.00 5.00 110,700.00 553,500.00 R Tendem Roller 6-8 Ton 1.00 1.00 5.00 88,000.00 440,000.00 A Pneumatic Roller 8 - 15 ton 1.00 1.00 5.00 86,000.00 430,000.00 L Water Tank 3000 - 4500 Ltr 1.00 1.00 5.00 83,900.00 419,500.00 A dump truk 3 - 4 M3 6.00 1.00 30.00 83,900.00 2,517,000.00 T A N PERALATAN 4,360,000.00

Total Rp. 108,273,000.00 VOLUME/ QUANTITY 67 Keuntungan mak 10,827,300.00 SATUAN M3 Total Rp. 119,100,300.00

Jumlah Per 1,777,616.42 m3 Jumlah Per 88,880.82 m2

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN PEKERJAAN DIREKTORAT BINA PROGRAM 1 M2 SUB BASE BATU BELAH KODE SUB. DIT. PERENCANAAN JALAN LOKA L AN. 15 KOTA


PROSES : ANGGAPAN : 1. Kedalaman rata - rata 25 cm 2. Material didatangkan oleh suplier 3. Kapasitas rata - rata 160 m2/hari

diperhitungkan berdasarkan pada volume: 160.00 M2 TENAGA Vol Hari Total Vol Upah Biaya Sub Total

( Org/hr ) (Rp/Hr/Org) ( Rp.) ( Rp.) P E Mandor 2.00 1.00 2.00 41,000.00 82,000.00 K Pekerja 28.00 1.00 28.00 30,000.00 840,000.00 E Operator 1.00 1.00 1.00 42,000.00 42,000.00 R Sopir Truk 1.00 1.00 1.00 35,500.00 35,500.00 J Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 A Pembantu Operator 1.00 1.00 1.00 38,500.00 38,500.00

1,068,000.00 HARGA BIAYA SUB. TOTAL


M A Batu Pecah Tangan 10 - 15 cm 24.00 M3 24.00 85,000.00 2,040,000.00 T Batu Pecah Tangan 5-7 cm 8.00 M3 8.00 98,000.00 784,000.00 E Pasir Urug 16.00 M3 16.00 65,000.00 1,040,000.00 R Alat Bantu 0.50 Set 0.50 60,000.00 30,000.00 I A L

3,894,000.00 Hari Jam Harga Biaya Sub Total


Tandem Roller 6 - 8 ton 1.00 5.00 5.00 88,000.00 440,000.00 P Water Tank 3000 - 4500 Ltr 1.00 5.00 5.00 83,900.00 419,500.00 L A T A N


VOLUME/ QUANTITY 160 Keuntungan mak 582,150.00 SATUAN M2 Total Rp. 6,403,650.00

Jumlah Per 40,022.81 M2

DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM PERBAIKAN LUBANG ( 10CM)JALAN ASPAL KODE

SUB. DIT. PERENCANAAN JALAN LOKAL DENGAN PERMUKAAN LAPEN K.880 KOTA

KOTA KODE DISIAPKAN OLEH : TANGGAL : PROPINSI : TASIKMALAYA DINAS PEKERJAAN UMUM JAWA BARAT KOTA TASIKMALAYA PROSES : ANGGAPAN :

1. Bab satuan pekrejaan ini1. Digali persegi sampai dasar yg mantap 1. Menggunakan tenaga manusia ( 35/M2/Hari ) 2. mengganti bahan lpa dan dipadatkan 2. Harga bahan franco/ siap dilokasi 3. Permukaan dibersihkan 3. tebal lapen rata - rata 5 cm 4. Dilapisi pri,e/resapa dan ditutup lapis permukaan batu 4. Lubang diperbaiki dengan lapen base 4 cm

5. Jumlaj pemakaian bahan untuk : Lapen Base Lapen Base

- Batu pokok 3-5 cm 25m2/m3 20m2/m3 - Batu pengunci 1-2 cm 64m2/m3 64m2/m3 - Batu penutup 0,5-1 cm 0m2/m3 112m2/m3 - Aspal 2 kg/m2 4 kg/m2


P Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Supir 1.00 1.00 1.00 35,500.00 35,500.00 K Pembantu Supir 1.00 1.00 1.00 30,000.00 30,000.00 E Buruh Tak Terlatih 8.00 1.00 8.00 30,000.00 240,000.00 R Buruh Terlatih 2.00 1.00 2.00 32,500.00 65,000.00 J A



M Batu pecah 3-5 cm M3 3.20 115,000.00 368,000.00 A Batu pecah 1-2 cm M3 1.20 135,000.00 162,000.00 T Batu pecah 0.5/1cm ( screen ) M3 0.30 122,500.00 36,750.00 E Aspal Kg 214.00 8,064.52 1,725,806.45 R I A L



P Tree whell roller 1.00 5.00 5.00 70,100.00 350,500.00 E Aspal Sprayer 1.00 3.00 3.00 47,100.00 141,300.00 R Dump Truck 3 - 4 M3 1.00 5.00 5.00 83,900.00 419,500.00 A L A T A N



DIREKTORAT JENDRAL BINA MARGA ANALISA HARGA SATUAN DIREKTORAT BINA PROGRAM PENGHAMPARAN DAN PEMADATAN LAPIS TIPIS ASPAL BETON (LATASTON) KODE



PROSES : ANGGAPAN : 1. Permukaan jalan harus jering, rata dan bersih 1. Menggunakan peralatan berat 2. sebelum penghamparan harus diberi prime coat / 2. Campuran lataston tersedia di lokasi pekerjaan tack coat 0,25 - 0,50 kg / m2 3. Tebal Padat 3,0 cm 3. suhu pemadatan awal 120 C, pemadatan ahir 60 C 4. Density = 2,23 ton / m3 4. Pemadatan awal dilakukan dengan tandem roller 8 ton, kemudian diikuti pneumatic roller 10 - 12 ton dan diakhiri dengan tandem roller diakhiri dg tandem roller

PEKERJA VOL HARI TOTAL VOL Upah BIAYA SUB. TOTAL ( Org/hr ) (Rp/Hr/Org) ( Rp.) ( Rp.)

P Mandor 1.00 1.00 1.00 41,000.00 41,000.00 E Operator Terampil 4.00 1.00 4.00 42,000.00 168,000.00 K Operator Semi Terampil 2.00 1.00 2.00 38,500.00 77,000.00 E Buruh Tak Terampil 6.00 1.00 6.00 30,000.00 180,000.00 R Buruh Terampil 4.00 1.00 4.00 32,500.00 130,000.00 J A


MATERIAL JUMLAH SATUAN KODE SATUAN ( Rp.) ( Rp.) ( Rp. / Unit )

M Campuran lataston 120.00 Ton 690,000.00 82,800,000.00 A aspalt bitumen untuk prime coat/ 522.00 Kg 8,064.52 4,209,677.42 T tack coat E minyak aspalt ( pengencer ) 174.00 Ltr 3,500.00 609,000.00 R Alat bantu # 3 Set 3.00 Set 60,000.00 180,000.00

I A L

MATERIAL 87,798,677.42 HARI JAM HARGA BIAYA SUB. TOTAL

PERALATAN JUMLAH KERJA KERJA (RP/JAM) ( Rp.) ( Rp.)

P Asphalt finisher 1.00 1.00 5.00 110,700.00 553,500.00 E Roller 3 Whell 8-10 ton 1.00 1.00 6.00 88,000.00 528,000.00 R Pneumatic Roller 8 - 15 ton 1.00 1.00 6.00 86,000.00 516,000.00 A Aspalt Sprayer towed 350 l 1.00 1.00 3.00 47,100.00 141,300.00 L Compressor Air 1.00 1.00 2.50 47,000.00 117,500.00 A T PERALATAN 1,856,300.00 A N

Total Rp. 90,250,977.42 Keuntungan max 9,025,097.74 Total Rp. 99,276,075.16

volume / : Satuan : M2 57,055.22 Per M2 Quantity 1,740.00

HARGA SATUAN PEKERJAANWILAYAH KOTA TASIKMALAYA

TAHUN ANGGARAN 2008KEUNTUNGAN 0.1 %

HARGA SATUANKODE JENIS PEKERJAAN PEKERJAAN

( Rp )( a ) ( b ) ( c )

A PEKERJAAN PERSIAPANA-01 1 m' PAGAR SEMENTARA DARI KAYU, tinggi=2 METER 160,231.50

A-02 1 m' PAGAR SEMENTARA /PENGAMAN PROYEK DARI SENG GELOMBANG, tinggi=2 METER 278,111.90

A-03 1 m' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 METER 109,901.00

A-04 1 m' PENGUKURAN DAN PEMASANGAN BOUWPLANK 38,065.50

A-05 1 m2 PEMBUATAN KANTOR SEMENTARA /DIREKSI DENGAN LANTAI PLESTERAN 620,152.50

A-06 1 m2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT 578,176.50

A-07 1 m2 PEMBUATAN RUMAH JAGA / KOSTRUKSI KAYU 655,490.00

A-08 1 m2 PEKERJAAN MEMBERSIHKAN LAPANGAN DAN PERATAAN 5,555.00

A-09 1 m2 PEMBUATAN BEDENG BURUH 614,064.00

A-10 1 m2 PEMBUATAN BAK ADUKAN, UKURAN (40 x 50 x 20) cm 77,859.65

A-11 1 m2 PEMBUATAN STEGGER DARI BAMBU, UKURAN (40 x 50 x 20) cm 11,639.10

A-12 1 m2 PEMBUATAN JALAN SEMENTARA 57,057.00

A-13 1 m3 BONGKARAN BETON BERTULANG 235,029.30

A-14 1 m3 BONGKARAN DINDING TEMBOK BATA MERAH 23,502.93

A-15 1 M' PASANG PAGAR KAWAT JARING GALVANIS, TINGGI 1M

A-16 1 M' PASANG PAGAR BETON PRACETAK (5X50X213)CM

Dihitung 1 m2 BONGKARAN PLESTERAN DINDING (A144 Kep.Gub) 2,777.50

Dihitung 1 m2 BONGKARAN GENTENG (A146 Kep.Gub) 17,710.00

Dihitung 1 m2 BONGKARAN RANGKA ATAP /RENG+KASO (A147) 4,796.00

Dihitung 1 m3 BONGKARAN KUDA-KUDA, GORDING /BALOK (A150) 279,620.00

Dihitung 1 m2 BONGKARAN PLAFOND (A162) 4,350.50

B PEKERJAAN TANAHB-01 1 m3 GALIAN TANAH BIASA SEDALAM 1 METER 15,004.00

B-02 1 m3 GALIAN TANAH BIASA SEDALAM 2 METER 19,703.20

B-03 1 m3 GALIAN TANAH BIASA SEDALAM 3 METER 27,547.30

B-04 1 m3 GALIAN TANAH KERAS SEDALAM 1 METER 23,421.20

B-05 1 m3 GALIAN TANAH CADAS SEDALAM 1 METER 46,887.50

B-06 1 m3 GALIAN TANAH LUMPUR SEDALAM 1 METER 30,902.30

B-07 1 m2 PEKERJAAN STRIPPING SETINGGI 1 METER 1,875.50

B-08 1 m3 PEMBUANGAN TANAH SEJAUH 150 METER 19,283.00

B-09 1 m3 URUGAN KEMBALI 7,192.90

B-10 1 m3 PEMADATAN TANAH 18,755.00

B-11 1 m3 URUGAN PASIR 76,351.00

B-12 1 m3 LAPISAN PUDEL CAMPURAN 1 KP : 3 PS : 7 TL

B-13 1 m3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TL

B-14 1 m3 PEMASANGAN LAPISAN IJUK 14,866.50

B-15 1 m3 URUGAN SIRTU 101,777.50

B-16 1 m2 PEMBUATAN JALAN SEMENTARA TEBAL 25 CM 64,652.50

Dihitung 1 m3 URUGAN TANAH 49,951.00

C PEKERJAAN PONDASIC-01 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 1 Ps 639,083.50

C-02 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 2 Ps 509,267.00


( a ) ( b ) ( c )C-05 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 4 Ps 401,153.50






C-11 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 1/4 Kp : 4 Ps

C-12 1 m3 PASANGAN PONDASI BATU KALI, 1 Pc : 3 Kp : 10 Ps

C-13 1 m3 PASANGAN PONDASI BATU KALI, 1/4 Pc : 1 Kp : 4 Ps

C-014 1 m3 PASANGAN PONDASI BATU KOSONG 150,757.20

C-015 1 m3 PASANGAN PONDASI SIKLOP 40% BATU KALI 1,155,610.50

C-016 1 m3 PASANGAN PONDASI SUMURAN DIAMETER 100 cm 600,644.00

C-017 1 m3 PEMBUATAN TIANG PANCANG BETON BERTULANG ( 40x40 ) cm, 633,164.40

C-018 1 m3 PEMBUATAN TIANG PANCANG BETON BERTULANG ( 35x35 ) cm, 496,061.50

D PEKERJAAN DINDINGD-01 1 m2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 PC : 1 Ps 170,561.49

D-02 1 m2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 PC : 2 Ps 148,802.50





D-07 1 m2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 PC : 3 Kp : 10 Ps


D-09 1 m2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 PC : 2 Ps 70,920.85






D-015 1 m2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 Kp : 10 Ps



D-018 1 m2 PASANGAN DINDING HOKLLOWBLOCK /BATAKO (HB-20) 84,333.70

D-019 1 m2 PASANGAN DINDING HOKLLOWBLOCK /BATAKO (HB-15) 77,343.75


D-021 1 m2 PASANGAN DINDING CONBLOCK (CB-20) 133,330.23



D-024 1 m2 PASANGAN DINDING LATAI

D-025 1 m2 PASANGAN DINDING ROSTER /TERAWANG (12X11X24) cm 172,033.40

D-026 1 m2 PASANGAN BATA BERONGGA UKURAN (5X11X24)CM

D-027 1 m2 PASANGAN DINDING ANYAMAN BAMBU, RANGKA KAYU 42,293.90

( a ) ( b ) ( c )

E PEKERJAAN PLESTERANE-01 1 m2 PLESTERAN 1 PC : 1 Ps, TEBAL 15 mm 30,093.36

E-02 1 m2 PLESTERAN 1 PC : 2 Ps, TEBAL 15 mm 25,526.16






E-08 1 m2 PLESTERAN 1 PC : 0.5 Kp : 3 Ps, TEBAL 15 mm


E-10 1 m2 PLESTERAN 0.5 PC : 1 Kp: 4 Ps, TEBAL 15 mm








E-18 1 m2 PLESTERAN 1 Kp : 1 Sm : 2 Ps TEBAL 20 mm











E-29 1 m2 PLESTERAN BETON 1 PC : 2 Ps, TEBAL 15 mm 30,978.20

E-30 1 m2 PLESTERAN BETON 1 PC : 3 Ps, TEBAL 15 mm 28,765.11

E-31 1 m2 PLESTERAN SKONING 1 PC : 2 Ps 6,923.40

E-32 1 m2 PLESTERAN GRANITO, 1 PC WARNA : 2 GRANITO, TEBAL 10 MM 1,570,478.05

E-33 1 m2 PLESTERAN TERASO, 1 PC WARNA : 2 BATU TERASO, TEBAL 10 MM 1,227,620.02

E-34 1 m2 PLESTERAN CIPRAT 1 PC : 2 Ps 20,190.06

E-35 1 m2 PLESTERAN SIAR ADUKAN 1 PC : 2 Ps 15,165.26

E-36 1 m2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS

DIHITUNG 1 m2 ACIAN PLESTERAN (A077) 14,718.55

F PEKERJAAN KAYUF-01 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU JATI 11,476,630.00

F-02 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU KAMPER 8,685,930.00

F-03 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU BORNEO 6,798,330.00

F-04 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU DAMAR LAUT 6,798,330.00

F-05 1 m2 PASANG PINTU KLAMP KAYU KAMPER 292,729.80

F-06 1 m2 PASANG PINTU KLAMP KAYU BORNEO 236,101.80

F-07 1 m2 PASANG PINTU PANEL KAYU JATI 534,985.00

F-08 1 m2 PASANG PINTU PANEL KAYU KAMPER 413,985.00

F-09 1 m2 PASANG PINTU DAN JENDELA KACA KAYU JATI (TANPA KACA) 455,939.00

F-10 1 m2 PASANG PINTU DAN JENDELA KACA KAYU KAMPER (TANPA KACA) 350,064.00

F-11 1 m2 PASANG PINTU DAN JENDELA KACA KAYU BORNEO (TANPA KACA) 295,009.00

F-12 1 m2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI 795,278.00

( a ) ( b ) ( c )F-13 1 m2 PASANG PINTU DAN JENDELA JALUSI KAYU KAMPER 610,698.00

F-14 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 364,443.20

F-15 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER 305,153.20

F-16 1 m2 PASANG JALUSI MATI KUSEN KAYU JATI 679,772.50

F-17 1 m2 PASANG JELUSI MATI KUSEN KAYU KAMPER 498,272.50

F-18 1 m2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BORNEO 274,322.40

F-19 1 m2 PASANG PINTU DOUBLE-TEAKWOOD, RANGKA KAYU JATI 367,116.20

F-20 1 m2 PASANG PINTU DOUBLE-TEAKWOOD, RANGKA KAYU KAMPER 307,826.20

F-21 1 m2 PASANG PINTU PLYWOOD DAN FORMIKA, RANGKA KAYU JATI 445,227.20

F-22 1 m2 PASANG PINTU PLYWOOD DAN FORMIKA, RANGKA KAYU KAMPER 385,937.20

F-23 1 m2 PASANG PINTU TEAKWOOD DAN FORMIKA, RANGKA KAYU JATI 418,827.20

F-24 1 m2 PASANG PINTU TEAKWOOD DAN FORMIKA, RANGKA KAYU KAMPER 359,537.20

F-25 1 m2 PASANG PINTU FORMIKA RANGKAP, RANGKA KAYU JATI 501,030.20

F-26 1 m2 PASANG PINTU FORMIKA RANGKAP, RANGKA KAYU KAMPER 441,740.20

F-27 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI

F-28 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU KAMPER 7,877,980.00

F-29 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU BORNEO 6,147,680.00

F-30 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU KRUING 7,877,980.00

F-31 1 m2 PASANG KASO + RENG GENTENG KODOK KAYU KAMPER 85,596.50

F-32 1 m2 PASANG KASO + RENG GENTENG KODOK KAYU BORNEO 66,720.50

F-33 1 m2 PASANG KASO + RENG GENTENG MONIER KAYU JATI

F-34 1 m2 PASANG KASO + RENG GENTENG MONIER KAYU KAMPER 98,180.50

F-35 1 m2 PASANG KASO + RENG GENTENG BETON KAYU BORNEO 76,158.50

F-36 1 m2 PASANG KASO + RENG ATAP SIRAP KAYU KAMPER 1,050,489.00

F-37 1 m2 PASANG KASO + RENG ATAP SIRAP KAYU BORNEO 790,944.00

F-39 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1X1 ) m, KAYU KAMPER 97,531.50

F-40 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1x1 ) m, KAYU BORNEO 78,655.50


F-42 1 m2 PASANG RANGKA LANGIT-LANGIT ( 0.3X0.6 ) m, KAYU KAMPER 168,498.00

F-43 1 m2 PASANG RANGKA LANGIT-LANGIT ( 0.3X0.6 ) m, KAYU BORNEO 132,319.00





F-48 1 m' PASANG LISTPLANK UKURAN ( 3x20 ) cm, KAYU KAMPER 59,486.90


F-50 1 m' PASANG LISTPLANK UKURAN ( 3x30 ) cm, KAYU KAMPER 84,742.90

F-51 1 m' PASANG LISTPLANK UKURAN 2 x ( 3x20 ) cm, KAYU KAMPER 112,865.50

F-52 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU KAMPER 65,342.20

F-53 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU BORNEO 52,758.20

F-54 1 m2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER 198,929.50

F-55 1 m2 PASANG RANGKA DINDING PEMISAH KAYU BORNEO 157,245.00

F-56 1 m2 PASANG DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KAMPER 311,129.50

F-57 1 m2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER 269,159.00

F-58 1 m2 PASANG DINDING LAMBRIZIRING DARI PAPAN JATI

F-59 1 m' PASANG PLYWOOD TEBAL 4 mm, UNTUK DINDING 26,310.13

F-60 1 m' PASANG LIST PLAFOND KAYU PROFIL 11,040.70

DIHITUNG 1 m3 PASANG KONSTRUKSI KUDA-KUDA KAYU GUNUNG KELAS II 3,134,780.00

DIHITUNG 1 m2 PASANG KASO + RENG KAYU GUNUNG KELAS II GENTENG PALENTONG 33,852.50

DIHITUNG 1 m2 PASANG RANGKA LANGIT-LANGIT ( 1x1 ) m, KAYU GUNUNG KELAS II 45,787.50

DIHITUNG 1 m3 PASANG KUSEN PINTU DAN JENDELA KAYU GUNUNG KELAS II 3,405,930.00

DIHITUNG 1 m' PASANG LISTPLANK UKURAN 2 x ( 2x20 ) cm, KAYU GUNUNG KELAS II 24,783.00

( a ) ( b ) ( c )

G PEKERJAAN BETONG-01 1 m3 MEMBUAT BETON TUMBUK, 1 PC : 3 Ps : 5 Kr 507,919.50

G-02 1 m3 MEMBUAT BETON TUMBUK, 1 PC : 3 Ps : 6 Kr 486,876.50


G-04 1 m2 MEMBUAT LANTAI KERJA BETON TUMBUK, 1 PC : 3 Ps : 5 Kr 60,115.00


G-19 1 m' MEMASANG PVC WATERSTOP LEBAR 150 mm






G-25 1 Kg PEMBESIAN DENGAN BESI POLOS ATAU ULIR 10,013.30

G-26 1 Kg KABEL PRESSTRESSED POLOS /STRANDS 9,787.58

G-27 1 Kg JARING KAWAT BAJA 20,849.40

G-28 1 m2 PASANG BEKISTING UNTUK PONDASI 88,007.70

G-29 1 m2 PASANG BEKISTING UNTUK SLOOF 95,707.70

G-30 1 m2 PASANG BEKISTING UNTUK KOLOM 121,959.20

G-31 1 m2 PASANG BEKISTING UNTUK BALOK 127,239.20

G-32 1 m2 PASANG BEKISTING UNTUK LANTAI 184,219.20

G-33 1 m2 PASANG BEKISTING UNTUK DINDING 145,719.20

G-34 1 m2 PASANG BEKISTING UNTUK TANGGA 122,569.70

G-35 1 m3 MEMBUAT BETON DENGAN MUTU K-225 876,854.00

G-36 1 m3 MEMBUAT BETON DENGAN MUTU K 275 879,450.00

G-37 1 m2 PASANG JEMBATAN COR 21,254.20

G-38 1 m3 MEMBUAT PONDASI BETON BERTULANG (150 Kg Besi + Bekisting) 2,164,866.00

G-39 1 m3 MEMBUAT SLOOF BETON BERTULANG (200 Kg Besi + Bekisting) 2,694,446.70

G-40 1 m3 MEMBUAT KOLOM BETON BERTULANG ( 300 Kg Besi + Bekisting ) 5,206,690.50

G-41 1 m3 MEMBUAT BALOK BETON BERTULANG ( 200 Kg Besi + Bekisting ) 4,011,417.30

G-42 1 m3 MEMBUAT BALOK BETON BERTULANG ( 150 Kg Besi + Bekisting ) 3,690,643.00

G-43 1 m3 MEMBUAT DINDING BETON BERTULANG ( 150 Kg Besi + Bekisting ) 3,741,647.80

G-44 1 m3 MEMBUAT TANGGA BETON BERTULANG ( 200 Kg Besi + Bekisting ) 3,743,835.70

G-45 1 m' MEMBUAT KOLOM PENGUAT BETON BERTULANG ( 11x11 ) cm 43,604.00

G-46 1 m' MEMBUAT RING BALOK BETON BERTULANG ( 10x15 ) cm 55,032.45

H PEKERJAAN PENUTUP ATAPH-01 1 m2 PASANG ATAP GENTENG PALENTONG KECIL 29,770.40

H-02 1 m2 PASANG ATAP GENTENG KODOK / GLAZZUR 50,395.40

H-03 1 m2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR 18,260.00

H-04 1 m2 PASANG GENTENG BUBUNG PALENTONG 46,356.20

H-05 1 m' PASANG BUBUNG GENTENG KODOK GLAZZUR 46,356.20

H-06 1 m' PASANG BUBUNG GENTENG PALENTONG BESAR 44,046.20

H-07 1 m2 PASANG ROOF LIGHT FIBREGLASS ( 180X90 ) cm 31,289.50

H-08 1 m2 PASANG ATAP ASBES GELOMBANG ( 2,50X0,920 m )X 5 mm 65,003.40









H-17 1 m2 PASANG ATAP ASBES GELOMBANG ( 3,00x1,80 m ) x 6 mm

( a ) ( b ) ( c )H-18 1 m2 PASANG ATAP ASBES GELOMBANG ( 2,70x1,80 m ) x 6 mm




H-22 1 m' PASANG BUBUNG STEL GELOMBANG 0.92 m

H-25 1 m' PASANG NOK PATEN 0.92 m

H-28 1 m' PASANG NOK STEL RATA 0.92 m

H-30 1 m2 PASANG ATAP GENTENG BETON 55,990.00

H-32 1 m2 PASANG ATAP GENTENG METAL

H-33 1 m2 PASANG ATAP SIRAP

H-34 1 m' PASANG NOK GENTENG BETON

H-36 1 m' PASANG NOK GENTENG METAL

H-37 1 m' PASANG NOK SIRAP

H-38 1 m2 PASANG ATAP SENG GELOMBANG

H-39 1 m2 PASANG ATAP NOK SENG

H-40 1 m2 PASANG ATAP ALUMINIUM

I PEKERJAAN LANGIT-LANGITI-02 1 m2 LANGIT-LANGIT ASBES (1.00X1.00 ) m, TEBAL 5 mm 14,394.05

I-11 1 m2 LANGIT-LANGIT PLYWOOD (60X120) cm, TEBAL 6 mm 27,646.85

I-13 1 m2 LANGIT-LANGIT TEAKWOOD (60X120) cm, TEBAL 4 mm 49,921.85

I-14 1 m2 LANGIT-LANGIT LAT KAYU JATI 261,250.00

I-19 1 m' LIST LANGIT-LANGIT KAYU PROFIL 18,945.30

I-20 1 m2 LANGIT-LANGIT ASBES (1.00X1.00) m, Tebal 3,2 mm RANGKA KAYU BORNEO 79,830.30

I-21 1 m2 LANGIT-LANGIT PLYWOOD 4 mm + RANGKA KAYU BORNEO 159,569.85

I-24 1 m2 LANGIT-LANGIT GYPSUM BOARD TEBAL 9 mm 6,066.50

DIHITUNG 1 m2 LANGIT-LANGIT ASBES (1.00X1.00) m, RANGKA KAYU GUNUNG KELAS II 51,146.70

DIHITUNG 1 m2 LANGIT-LANGIT PLYWOOD, RANGKA KAYU GUNUNG KELAS II 104,592.95

( a ) ( b ) ( c )

J PEKERJAAN SANITASIJ-01 MEMASANG 1 BUAH KLOSET DUDUK /MONOBLOK 1,361,395.20

J-02 MEMASANG 1 BUAH KLOSET JONGKOK PORSELIN 263,054.00

J-04 MEMASANG 1 BUAH URINOIR 714,043.00

J-05 MEMASANG 1 BUAH WASTAFEL 457,506.50

J-07 MEMASANG 1 BUAH BAK MANDI FIBREGLASS 0,30M3 339,944.00

J-08 MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,30 M3 556,226.00

J-09 MEMASANG 1 BUAH BADKIP PERSELEN

J-10 MEMBUAT 1 BUAH BAK BETON 1 M3 AIR

J-11 MEMASANG 1 BUAH BAK FIBREGLASS VOLUME 1M3 AIR





J-18 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA (60x60) CM TINGGI 65 CM

J-19 MEMASANG 1 METER PIPA GALVANIS Ø 1/2" 26,153.30

J-20 MEMASANG 1 METER PIPA GALVANIS Ø 3/4" 31,041.26

J-21 MEMASANG 1 METER PIPA GALVANIS Ø 1" 12,763.78

J-22 MEMASANG 1 METER PIPA GALVANIS Ø 1 1/2"


J-24 MEMASANG 1 METER PIPA GALVANIS Ø 4" 237,179.31




J-28 MEMASANG 1 METER PIPA PVC TIPE AW Ø 1 1/2" 9,542.69


J-30 MEMASANG 1 METER PIPA PVC TIPE AW Ø 2 1/2"



J-33 MEMASANG 1 BUAH BAK CUCI PIRING STAINLESS-STEEL

J-35 MEMASANG 1 BUAH KRAN Ø 1/2" ATAU Ø 3/4"

J-36 MEMASANG 1 BUAH FLOOR DRAIN

DIHITUNG 1 M' SALURAN GRAFEL BETON 1/2 Ø 20 cm + PASANGAN (A137)

DIHITUNG 1 M' SALURAN GRAFEL BETON 1/2 Ø 30 cm + PASANGAN (A138)

DIHITUNG 1 UNIT SEPTICTANK 2.5 x 1.5 X 2 m (TYPE BESAR) + REMBESAN (A080)

DIHITUNG 1 UNIT SEPTICTANK 1.5 x 1.0 X 1.5 m (TYPE KECIL) + REMBESAN (A082)

K PEKERJAAN BESI DAN ALUMINIUMK-01 1 Kg PASANG RANGKA ATAP BAJA 172,315.33

K-02 PASANG PINTU BESI BAJA 587,611.20

K-03 1 m2 PASANG JENDELA BESI

K-05 1 m2 PASANG PINTU GULUNG BESI

K-06 1 m2 PASANG PINTU LIPAT

K-07 1 m2 PASANG PINTU SUNSCREEN ALLUMINIUM

K-08 1 m2 PASANG ROLLING DOOR

K-09 1 m2 PASANG PINTU ALUMUNIUM

K-12 1 m2 PASANG TERALI BESI

K-18 1 m' PASANG TALANG DATAR, SENG BJLS 28 96,987.28

K-19 1 m' PASANG TALANG MIRING, SENG BJLS 28 86,664.88

K-20 1 m' PASANG TALANG 1/2 LINGKARAN Ø10 cm, SENG BJLS 28 76,088.38

Dihitung 1 Kg BESI 21,038.68

L PEKERJAAN KUNCI DAN KACA

( a ) ( b ) ( c )L-01 1 BUAH PASANG KUNCI TANAM ANTIK 59,007.30

L-02 1 BUAH PASANG KUNCI TANAM BIASA 109,917.50

L-03 1 BUAH PASANG KUNCI TANAM KAMAR MANDI 109,408.75

L-04 1 BUAH PASANG KUNCI SILINDER 49,907.28

L-05 1 BUAH PASANG ENGSEL PINTU 21,901.83

L-06 1 BUAH PASANG ENGSEL JENDELA KUPU-KUPU 13,354.55

L-07 1 BUAH PASANG ENGSEL ANGIN 19,195.00

L-09 1 BUAH PASANG KAIT ANGIN 8,151.83

L-11 1 BUAH PASANG KUNCI SELOT 14,719.10

L-12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 66,772.75

L-14 1 BUAH PASANG REL PINTU DORONG 364,807.30

L-15 1 BUAH PASANG KUNCI LEMARI 23,486.38

L-16 1 m2 PASANG KACA TEBAL 3 mm 53,526.83

L-17 1 m2 BUAH PASANG KACA TEBAL 5 mm 65,626.83

L-18 1 m2 BUAH PASANG KACA TEBAL 8 mm

L-20 1 m2 BUAH PASANG KACA CERMIN TEBAL 3 mm

L-23 1 m2 BUAH PASANG KACA WIREGLASS TEBAL 5 mm

L-24 1 m2 BUAH PASANG KACA PATRI TEBAL 5 mm

( a ) ( b ) ( c )

M PEKERJAAN PENUTUP LANTAI DAN DINDINGM-02 1 m2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30X30 cm 50,101.70

M-03 1 m2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20X20 cm

M-05 1 m2 PASANG LANTAI UBIN PC WARNA UKURAN 30X30 cm

M-09 1 m2 PASANG LANTAI UBIN GRANITO UKURAN 40X40 cm

M-10 1 m2 PASANG LANTAI UBIN GRANITO UKURAN 30X30 cm

M-16 1 m2 PASANG PLINT UBIN PC ABU-ABU UKURAN 15X20 cm

M-17 1 m' PASANG PLINT UBIN PC ABU-ABU UKURAN 10X30 cm

M-19 1 m2 PASANG PLINT UBIN PC WARNA UKURAN 10X20 cm

M-25 1 m2 PASANG PLINT UBIN GRANITO UKURAN 10X30 cm

M-37 1 m' PASANG PLINT KERAMIK ARTISTIK UKURAN 10X20 cm

M-42 1 m2 PASANG LANTAI KERAMIK 10X20 cm, WARNA ( Anti Selip ) 94,049.37

M-43 1 m2 PASANG LANTAI KERAMIK 15X15 cm 106,685.04



M-59 1 m2 PASANG DINDING PORSELIN 11X11 cm, WARNA 112,165.90

M-62 1 m2 PASANG DINDING PORSELIN 10X20 cm, WARNA 105,857.40

M-64 1 m2 PASANG DINDING KERAMIK 10X20 cm 105,857.40



M-70 1 m2 PASANG DINDING MARMER

M-74 1 m2 PASANG DINDING BATU TEMPEL HITAM

M-79 1 m2 PASANG WALL COVERING, LEBAR 50 cm

M-82 1 m2 PLINT KAYU 2X10 cm

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm putih (polos) 99,755.04

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm warna 106,289.04

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm putih (polos) 113,432.88

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm warna 117,091.92

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 30X30 cm ANTI SELIP 106,685.04

DIHITUNG 1 m2 PASANG LANTAI KERAMIK 40X40 cm ANTI SELIP 112,185.04

DIHITUNG 1 m2 PASANG PAVING BLOCK 6 cm, WARNA (A139) 68,940.30

DIHITUNG 1 m2 PASANG PAVING BLOCK 6 cm, NATURAL (A141) 72,273.30

DIHITUNG 1 m2 PASANG PAVING BLOCK 8 cm, WARNA (A140) 83,383.30

DIHITUNG 1 m2 PASANG PAVING BLOCK 8 cm, NATURAL (A142) 80,050.30

N PEKERJAAN PENGECATANN-01 1 m2 MENGIKIS / MENGEROK PERMUKAAN CAT TEMBOK LAMA 5,062.75

N-02 1 m2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DI CAT 5,145.25

N-03 1 m2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 5,145.25

N-04 1 m2 MENYABUN PERMUKAAN TEMBOK LAMA 5,145.25

N-06 1 m2 MENDEMPUL DAN MENGGOSOK KAYU 4,384.05

N-07 1 m2 PENGECATAN BIDANG KAYU LAMA 20,768.00

N-08 1 m2 PENGECATAN BIDANG KAYU BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 2 Lapis Cat Penutup) 25,546.40

N-09 1 m2 PENGECATAN BIDANG KAYU BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 3 Lapis Cat Penutup) 32,667.80

N-11 1 m2 PELABURAN BIDANG KAYU DENGAN POLITUR 29,522.35

N-12 1 m2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 3,994.10

N-13 1 m2 PELABURAN BIDANG KAYU DENGAN VERNIS 15,778.95

N-14 1 m2 PENGECATAN BIDANG TEMBOK BARU (1 Lapis Plamir; 1 Lapis Cat dasar; 2 Lapis Cat Penutup) 9,595.96

N-15 1 m2 PENGECATAN BIDANG TEMBOK LAMA ( 1 Lapis Cat dasar; 2 Lapis Cat Penutup ) 6,830.89

N-19 1 m2 PEMASANGAN WALL PAPER

N-20 1 m2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 11,924.00

N-21 1 m2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 23,573.00

N-22 1 m2 PENGECATAN PERMUKAAN BAJA LAPIS SENG GALBANI SECARA MANUAL (4 lapis cat konvensional, tebal 200 um)

N-23 1 m2 PENGECATAN PERMUKAAN BAJA LAPIS GALBANI SECARA MANUAL (1 lapis cat mutakhir, tebal 200 um)

( a ) ( b ) ( c )

O PEKERJAAN JALAN K.511 1 M3 LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN BURUH ) 155,327.33

K.513 1 M3 LAPIS PONDASI BAWAH KLAS B ( MENGGUNAKAN BURUH ) 143,960.67

K.516 1 M2 LAPIS PONDASI BAWAH ( LPB ) KONSTRUKSI TELFORD 32,921.63

K.520 1 M3 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN ALAT ) 145,661.27

K.521 1 M3 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING ( MENGGUNAKAN BURUH ) 177,961.67

K.618 1 M2 LAPIS PENETRASI / PERMUKAAN MACADAM 50 MM LAPEN ( MENGGUNAKAN BURUH ) 60,111.95

K.641 1 m2 PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON (LASTON) 97,816.02

AN. 18 1 M2 LAPIS PEREKAT 9,111.48

AN. 20 1 M2 PENGHAMPARAN DAN PEMADATAN ATB 88,880.82

AN. 15 1 M2 SUB BASE BATU BELAH 40,022.81

Dihitung 1 m2 PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON (LASTON) t = 4 cm 78,252.81

Dihitung 1 m2 PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON (LASTON) t = 3,5 cm 68,471.21

0

0

0

0

0


TAHUN ANGGARAN 2009

JENIS BAHAN BANGUNAN SATUANNo HARGA (Rp)

A. AGREGAT KASAR, BAHAN PEREKAT DAN BAHAN JADINYA1 Abu Batu m3 110,000 2 Tanah Urug m3 43,000 3 Sirtu ( tersaring bergradasi ) m3 87,000 4 Pasir Urug /Bawah lantai m3 65,000 5 Pasir pasang kali m3 109,000 6 Pasir Pasang /gunung m3 65,000 7 Pasir Beton m3 142,000 8 Batu Belah m3 81,000 9 Batu Pecah ( tersaring bergradasi ) m3 109,000

10 Batu Pecah 0,5/1 ( Screen ) m3 129,000 11 Batu Pecah 1/2 m3 153,000 12 Batu Pecah 2/3 m3 142,000 13 Batu Pecah 3/5 m3 131,000 14 Batu Pecah 5/7 m3 103,000 15 Batu Pecah 10/15 m3 92,000 17 Batu Tempel Hitam ( yang beraturan ) m2 93,000 18 Batako Kecil ( 8x10x20 ) bh 900 19 Batako Besar ( 8x20x30 ) bh 3,000 20 Hollow Block 15 cm (HB-15) /batako lubang bh 2,400 21 Hollow Block 20 cm (HB-20) /batako lubang bh 2,400 22 Teracotta 10 cmx20 cm bh 1,600 23 Bata Merah bh 500 24 Roster Genteng 10cm x 20cm ( Klingker ) bh 2,700 25 Roster Genteng 20cm x 20cm ( Klingker ) bh 2,700 26 Roster Beton 20cm x 20cm bh 3,300 27 Roster Beton 30cm x 30cm bh 4,800 28 Grass Block Natural 6 cm m2 62,000 29 Grass Block Warna 6 cm m2 69,000 30 Grass Block Natural 8 cm m2 69,000 31 Grass Block Warna 8 cm m2 62,000 32 Paving Block Natural 6 cm ( Cisangkan )* m2 55,000 33 Paving Block Natural 6 cm ( Setempat ) m2 38,000 34 Paving Block Warna 6 cm ( Cisangkan )* m2 69,000 35 Paving Block Warna 6 cm ( Setempat ) m2 41,000 36 Paving Block Natural 8 cm ( Cisangkan )* m2 66,000 37 Paving Block Natural 8 cm ( Setempat ) m2 48,000 38 Paving Block Warna 8 cm ( Cisangkan )* m2 69,000 39 Paving Block Warna 8 cm ( Setempat ) m2 52,000 40 Tegel Badak 30x30 Natural m2 28,000 41 Tegel Badak 30x30 Warna m2 - 42 Kanstin Taman Ukuran 11x20 cm - p=0,40 m' (Press) bh - 43 Kanstin Jalan Ukuran 11x20 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 13,000 44 Kanstin Jalan Ukuran 11x40 cm - p=0,50 m' (Std. Bina Marga /Cor) bh 22,000 45 Kanstin Jalan Ukuran 11x20-40 cm (Trapesium) p=0,50 m' (Std. Bina Marga /Cor) bh - 46 Semen Portland ( PC ) /50 Kg Zak 65,000 47 Semen Portland (PC) Putih Zak 100,000 48 Semen Warna Kg 9,000 49 Redymix Beton K-300 , tanpa pompa ( Selang ) m3 765,000 50 Redymix Beton K-250 , tanpa pompa ( Selang ) m3 695,000 51 Sewa Vibrator Pengecoran/ Hari 218,000 52 Sewa Pompa < 20 m3/M3 146,000

<100 m3 2,195,000

20,000 53 Besi Grill Berikut Pengelasan Kg -

B. BAHAN PENGIKAT KONSTRUKSI JALAN1 Aspal Bitumen Kg 12,000 2 Aspal Congcrete (AC-BC) /Laston ton 1,147,000 3 Aspal Congcrete (AC-WC) /Laston # ton 1,162,000 4 HRS ( Hot Rolled Sheet ) /Lataston ton 1,222,000 5 ATB ( Aspalt Treatment Base ) ton 1,155,000 6 ATBL ( Aspalt Treatment Base Leveling ) ton7 Minyak Tanah liter 2,850 8 Kayu Bakar m3 100,000

Penambahan lebih dari 100 M3

C. BAHAN LOGAM DAN BAHAN JADINYA1 Besi Plat Kg 18,000 2 Besi Beton Polos (ukuran rata rata) Kg 18,000 3 Besi Profil Kg 20,000 4 Pagar BRC lengkap tiang ( tanpa pondasi t=90 cm) m2 326,000 5 Pagar BRC lengkap tiang ( tanpa pondasi t=180 cm) m2 - 5 Bondek m2 239,000 6 IWF Ex DN SII Kg 22,000 6 WireMesh 6 mm m2 88,000 7 WireMesh 7 mm m2 101,000 8 DOP 2.5" Bh 11,000 9 Kawat Beton Kg 22,000

10 Kawat Duri m' 55,000 11 Kawat Harmonika 4cm m2 27,000 12 Kawat Ram 1x1 cm m2 13,000 13 Kawat Boronjong Ø 3 mm Kg 28,000 14 Kawat Boronjong Ø 4 mm Kg 31,000 15 Kawat Las Listrik Kg 27,000 16 Kawat Tembaga Kg 57,000 17 Timah ( L=1 m x Tebal=1 mm ) Kg 49,000 18 Seng Plat BJLS 30 L= 60 cm (p=100 m) rool 1,499,000 19 Seng Plat BJLS 30 L= 90 cm (P=100 m) rool 2,272,000 20 Seng Plat BJLS 28 " lbr 71,000 21 Sikat Kawat bh 8,900 22 Lem Kuning ( aibond ) Kg 34,400 23 Lem Fox Kg 12,600 24 Bronjong Kawat D3mm (1,00x0,5x2,00) Bh 402,000 25 Bronjong Kawat D4mm (1,00x0,5x2,00) Bh 471,000 26 Bronjong Kawat D5mm (1,00x0,5x2,00) Bh 681,000 27 Rangka Atap Baja Ringan (Berikut Pemasangan) m2 300,000

D. BAHAN SALURAN AIR KOTOR /BERSIH1 Grefel U-20 cm m' 19,000 2 Grefel U-30 cm m' 23,000 3 Grefel U-40 cm m' 28,000 4 Buis Beton Ø 20 cm ( 1 m') bh 34,000 5 Buis Beton Ø 30 cm ( 1 m') bh 41,000 6 Buis Beton Ø 40 cm ( 1 m') bh 54,000 7 Buis Beton Ø 50 cm ( 1 m') bh 69,000 8 Buis Beton Ø 60 cm ( 1 m') bh 108,000 9 Buis Beton Ø 70 cm ( 0,5 m') bh 84,000

10 Buis Beton Ø 80 cm ( 0,5 m') bh 96,000 11 Buis Beton Ø 100 cm ( 0,5 m') bh 145,000 12 Ijuk ikat 8,000

E. BAHAN PERPIPAAN1 Besi Pipa untuk Hydrant BSP Ø 1" m 22,000 2 Besi Pipa untuk Hydrant BSP Ø 1,25" m 24,000 3 Besi Pipa untuk Hydrant BSP Ø 1,5" m 30,000 4 Besi Pipa untuk Hydrant BSP Ø 2" m 31,000 5 Pipa Galvanis Ø 1/2" (Ligth) m 15,000 6 Pipa Galvanis Ø 3/4" (Ligth) m 19,000 7 Pipa Galvanis Ø 1" (Ligth) m 25,000 8 Pipa Galvanis Ø 1 1/4" (Ligth) m 32,000 9 Pipa Galvanis Ø 1 1/2" (Ligth) m 37,000

10 Pipa Galvanis Ø 2" (Ligth) m 52,000 11 Pipa Galvanis Ø 2 1/2" (Ligth) m 80,000 12 Pipa Galvanis Ø 3" (Ligth) m 93,000 13 Pipa Galvanis Ø 4" (Ligth) m 121,000 14 Pipa Ø 1-1/4" Black Steel /SII MED A m 72,000 15 Pipa Ø 2" Black Steel /SII MED A m 113,000 16 Pipa Ø 3" Black Steel /SII MED A m 194,000 17 Pipa Ø 6" Black Steel /SII MED A m 435,000 18 Talang 4 M' btg 6,000 19 Gantungan Plat bh 1,000 20 Gantungan Plastik bh 600 21 Pipa PVC Diameter Ø 1/2 " (Tipe AW Setara Maspion) m 2,400 22 Pipa PVC Diameter Ø 3/4 " (Tipe AW Setara Maspion) m 3,400 22 Pipa PVC Diameter Ø 1 " (Tipe AW Setara Maspion) m 4,000 23 Pipa PVC Diameter Ø 1 1/2 " (Tipe AW Setara Maspion) m 6,000 24 Pipa PVC Diameter Ø 2 " (Tipe AW Setara Maspion) m 8,000 25 Pipa PVC Diameter Ø 1/2 " (Tipe AW Setara Wavin) m 5,000 26 Pipa PVC Diameter Ø 3/4 " (Tipe AW Setara Wavin) m 7,000

27 Pipa PVC Diameter Ø 1 " (Tipe AW Setara Wavin) m 10,000 28 Pipa PVC Diameter Ø 1 1/4 " (Tipe AW Setara Wavin) m 15,000 29 Pipa PVC Diameter Ø 1 1/2 " (Tipe AW Setara Wavin) m 17,000 30 Pipa PVC Diameter Ø 2 " (Tipe AW Setara Wavin) m 22,000 31 Pipa PVC Diameter Ø 2 1/2 " (Tipe AW Setara Wavin) m 32,000 32 Pipa PVC Diameter Ø 3 " (Tipe AW Setara Wavin) m 44,000 33 Pipa PVC Diameter Ø 4 " (Tipe AW Setara Wavin) m 73,000 34 Pipa PVC Diameter Ø 5 " (Tipe AW Setara Wavin) m 121,000 35 Pipa PVC Diameter Ø 6 " (Tipe AW Setara Wavin) m 170,000 36 Pipa PVC Diameter Ø 8 " (Tipe AW Setara Wavin) m 291,000 37 Pipa PVC Diameter 20 mm/ Ø 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 3,900 38 Pipa PVC Diameter 25 mm/ Ø 3/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 5,800 39 Pipa PVC Diameter 32 mm/ Ø 1 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 9,900 40 Pipa PVC Diameter 40 mm/ Ø 1 1/4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 14,500

41 Pipa PVC Diameter 50 mm/ Ø 1 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 22,000 42 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 35,000 43 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 50,000 44 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 72,000 45 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 109,000 46 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 174,000 47 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Plain End/Ts. End ) m 230,000 48 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.10 Bell End ) m 36,000 49 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.10 Bell End ) m 52,000 50 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.10 Bell End ) m 75,000 51 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.10 Bell End ) m 112,000 52 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.10 Bell End ) m 181,000 53 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.10 Bell End ) m 236,000 54 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 29,000 55 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 41,000 56 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 59,000 57 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 87,000 58 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 143,000 59 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 188,000 60 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 291,000 61 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 365,000 62 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 455,000 63 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 S.12,5 Plain End/Ts. End) m 726,000 64 Pipa PVC Diameter 63 mm/ Ø 2 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 30,000 65 Pipa PVC Diameter 75 mm/ Ø 2 1/2 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 42,000 66 Pipa PVC Diameter 90 mm/ Ø 3 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 62,000 67 Pipa PVC Diameter 110 mm/ Ø 4 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 91,000 68 Pipa PVC Diameter 140 mm/ Ø 5 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 150,000 69 Pipa PVC Diameter 160 mm/ Ø 6 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 194,000 70 Pipa PVC Diameter 200 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 301,000 71 Pipa PVC Diameter 225 mm/ Ø 8 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 380,000 72 Pipa PVC Diameter 250 mm/ Ø 10 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 472,000 73 Pipa PVC Diameter 315 mm/ Ø 12 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 763,000 74 Pipa PVC Diameter 355 mm/ Ø 14 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 969,000 75 Pipa PVC Diameter 400 mm/ Ø 16 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 1,241,000 76 Pipa PVC Diameter 500 mm/ Ø 20 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 1,998,000 77 Pipa PVC Diameter 630 mm/ Ø 24 " ( Setara Pralon P.6 m S.12,5 Bell End ) m 3,180,000 78 Pipa HDPE PE Diameter 20 mm/ Ø 1/2 "(Setara Vinilon PE100 S5 - SDR 11 PN 16) m 5,800 79 Pipa HDPE PE Diameter 25 mm/ Ø 3/4 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 7,700 80 Pipa HDPE PE Diameter 32 mm/ Ø 1 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 20,000 81 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 31,000 82 Pipa HDPE PE Diameter 63 mm/ Ø 2 "(Setara Vinilon PE 100 S5 - SDR 11 PN 16) m 49,000 83 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 68,000 84 Pipa HDPE PE Diameter 90 mm/ Ø 3 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 99,000 85 Pipa HDPE PE Diameter 110 mm/ Ø 4 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 148,000 86 Pipa HDPE PE Diameter 125 mm/ Ø 5 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 192,000 87 Pipa HDPE PE Diameter 160 mm/ Ø 6 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 314,000 88 Pipa HDPE PE Diameter 180 mm/ Ø 7 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 397,000 89 Pipa HDPE PE Diameter 200 mm/ Ø 8 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 490,000 90 Pipa HDPE PE Diameter 225 mm/ Ø 9 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 620,000 91 Pipa HDPE PE Diameter 250 mm/ Ø 10 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 762,000 92 Pipa HDPE PE Diameter 315 mm/ Ø 12 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,211,000 93 Pipa HDPE PE Diameter 355 mm/ Ø 14 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,537,000 94 Pipa HDPE PE Diameter 400 mm/ Ø 16 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 1,951,000 95 Pipa HDPE PE Diameter 450 mm/ Ø 18 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 2,671,000 96 Pipa HDPE PE Diameter 500 mm/ Ø 20 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 3,297,000 97 Pipa HDPE PE Diameter 630 mm/ Ø 24 "(Setara Vinilon PE100 S5-SDR 11 PN 16) m 5,233,000 98 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 25,000 99 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 40,000

100 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 56,000 101 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 81,000 102 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 122,000 103 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 158,000 104 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 259,000

105 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 329,000 106 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 403,000 107 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 512,000 108 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 631,000 109 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,002,000 110 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,271,000 111 Pipa HDPE PE Diameter 400 mm/ Ø 15"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 1,613,000 112 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 2,208,000 113 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 2,725,000 114 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 4,321,000 115 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S6.3-SDR 13.6 PN 12.5) m 6,964,000 116 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 20,000 117 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 33,000 118 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 47,000 119 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 68,000 120 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 101,000 121 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 129,000 122 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 212,000 123 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 268,000 124 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 331,000 125 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 421,000 126 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 516,000 127 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 821,000

128 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,045,000 129 Pipa HDPE PE Diameter 400 mm/ Ø 16"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,320,000 130 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 1,809,000 131 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 2,229,000 132 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 3,539,000 133 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 4,437,000 134 Pipa HDPE PE Diameter 800 mm/ Ø 32]"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 5,708,000 135 Pipa HDPE PE Diameter 900 mm/ Ø 35"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 7,189,000 136 Pipa HDPE PE Diameter 1000 mm/ Ø 40"(Setara Vinilon PE100 S8-SDR 17 PN 10) m 8,924,000 137 Pipa HDPE PE Diameter 50 mm/ Ø 1 1/2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 17,000 138 Pipa HDPE PE Diameter 63 mm/ Ø 2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 27,000 139 Pipa HDPE PE Diameter 75 mm/ Ø 2 1/2"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 38,000 140 Pipa HDPE PE Diameter 90 mm/ Ø 3"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 55,000 141 Pipa HDPE PE Diameter 110 mm/ Ø 4"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 83,000 142 Pipa HDPE PE Diameter 125 mm/ Ø 5"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 106,000 143 Pipa HDPE PE Diameter 160 mm/ Ø 6"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 174,000 144 Pipa HDPE PE Diameter 180 mm/ Ø 7"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 219,000 145 Pipa HDPE PE Diameter 200 mm/ Ø 8"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 272,000 146 Pipa HDPE PE Diameter 225 mm/ Ø 9"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 343,000 147 Pipa HDPE PE Diameter 250 mm/ Ø 10"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 420,000 148 Pipa HDPE PE Diameter 315 mm/ Ø 12"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 667,000 149 Pipa HDPE PE Diameter 355 mm/ Ø 14"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 847,000 150 Pipa HDPE PE Diameter 400 mm/ Ø 15"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,080,000 151 Pipa HDPE PE Diameter 450 mm/ Ø 18"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,477,000 152 Pipa HDPE PE Diameter 500 mm/ Ø 20"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 1,822,000 153 Pipa HDPE PE Diameter 630 mm/ Ø 24"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 2,881,000 154 Pipa HDPE PE Diameter 710 mm/ Ø 28"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 3,617,000 155 Pipa HDPE PE Diameter 800 mm/ Ø 32"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 4,650,000 156 Pipa HDPE PE Diameter 900 mm/ Ø 35"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 5,835,000 157 Pipa HDPE PE Diameter 1000 mm/ Ø 40"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 7,270,000 158 Pipa HDPE PE Diameter 1200 mm/ Ø 48"(Setara Vinilon PE100 S10-SDR 21 PN 8) m 10,461,000 159 Straight Coupling Compresion OD 40 mm buah 55,000 160 Straight Coupling Compresion OD 50 mm buah 62,000 161 Straight Coupling Compresion OD 63 mm buah 94,000 162 Straight Coupling Compresion OD 75 mm buah 120,000 163 Straight Coupling Compresion OD 90 mm buah 269,000 164 Straight Coupling Compresion OD 110 mm buah 751,000 165 Clamp Saddle OD 63 x 1" buah 28,000 166 Clamp Saddle OD 63 x 1 1/4" buah 38,000 167 Clamp Saddle OD 75 x 1" buah 46,000 168 Clamp Saddle OD 90 x 1" buah 52,000 169 Clamp Saddle OD 90 x 1 1/4" buah 74,000 170 Clamp Saddle OD 90 x 2" buah 79,000 171 Clamp Saddle OD 110 x 1" buah 96,000 172 Clamp Saddle OD 110 x 1 1/4" buah 96,000 173 Clamp Saddle OD 110 x 2" buah 96,000 174 Clamp Saddle OD 160 x 1" buah 132,000 175 Clamp Saddle OD 160 x 1 1/4" buah 157,000 176 Ferrrule Threaded with knife dia 1 1/4" x 3/4" buah 138,000 177 Ferrrule Compression Join with knife dia 1 1/4" x 25mm buah 138,000 178 Male Thread adaptor OD 40 x 1 1/4" buah 21,000 179 Male Thread adaptor OD 50 x 1 1/2" buah 30,000 180 Male Thread adaptor OD 63 x 2" buah 42,000 181 Male Thread adaptor OD 75 x 2 1/2" buah 66,000 182 Male Thread adaptor OD 90 x 3" buah 135,000

183 Male Thread adaptor OD 110 x 4" buah 369,000 184 Male Elbow 90º OD 40 x 1 1/4" buah 31,000 185 Male Elbow 90º OD 50 x 1 1/2" buah 35,000 186 Male Elbow 90º OD 63 x 2" buah 58,000 187 Male Elbow 90º OD 75 x 2 1/2" buah 86,000 188 Male Elbow 90º OD 90 x 3" buah 201,000 189 Male Elbow 90º OD 110 x 4" buah 492,000 190 Elbow 90º OD 25 mm buah 11,000 191 Elbow 90º OD 40 mm buah 49,000 192 Elbow 90º OD 50 mm buah 58,000 193 Elbow 90º OD 63 mm buah 92,000 194 Elbow 90º OD 75 mm buah 126,000 195 Elbow 90º OD 90 mm buah 286,000 196 Elbow 90º OD 110 mm buah 764,000 197 Female Theaded Adaptor OD 110 x 4 " buah 388,000 198 Female Theaded Elbow OD 110 x 4 " buah 798,000 199 End Cap OD 40 mm buah 23,000 200 End Cap OD 50 mm buah 27,000 201 End Cap OD 63 mm buah 38,000 202 End Cap OD 75 mm buah 59,000 203 End Cap OD 90 mm buah 121,000 204 End Cap OD 110 mm buah 368,000 205 Equal Tee OD 40 mm buah 78,000 206 Equal Tee OD 50 mm buah 81,000 207 Equal Tee OD 63 mm buah 124,000 208 Equal Tee OD 75 mm buah 176,000 209 Equal Tee OD 90 mm buah 374,000 210 Equal Tee OD 110 mm buah 791,000 211 Reducing Coupler OD 63 x 32 mm buah 52,000 212 Reducing Coupler OD 63 x 40 mm buah 66,000 213 Reducing Coupler OD 63 x 50 mm buah 66,000 214 Reducing Coupler OD 75 x 50 mm buah 80,000

215 Reducing Coupler OD 75 x 63 mm buah 89,000 216 Reducing Coupler OD 90 x 63 mm buah 207,000 217 Reducing Coupler OD 110 x 63 mm buah 658,000 218 Reducing Coupler OD 110 x 75 mm buah 663,000 219 Reducing Coupler OD 110 x 90 mm buah 479,000 220 Reducing Tee OD 110 x 63 mm buah 909,000 221 Reducing Tee OD 110 x 75 mm buah 909,000 222 Reducing Tee OD 110 x 90 mm buah 909,000 223 Ts. Faucet Socket (Inj) Ø 1/2" x 1/2" buah 11,000 224 Ts. Faucet Socket (Inj) Ø 3/4" x 3/4" buah 14,000 225 Ts. Faucet Socket (Inj) Ø 1" x 1" buah 23,000 226 Ts. Faucet Socket (Inj) Ø 1 1/4" x 1 1/4" buah 26,000 227 Ts. Faucet Socket (Inj) Ø 1 1/2" x 1 1/2" buah 35,000 228 Ts. Faucet Socket (Inj) Ø 2" x 2" buah 50,000 229 Ts. Faucet Socket (Inj) Ø 3" x 3" buah 151,000 230 Ts. Faucet Socket (Inj) Ø 4" x 4" buah 224,000 231 Ts. Faucet Tee (Inj) Ø 1/2" x 1/2" buah 1,600 232 Ts. Faucet Tee (Inj) Ø 3/4" x 3/4" buah 2,000 233 Ts. Faucet Knee (Inj) Ø 1/2" x 1/2" 1,600 234 Ts. Faucet Knee (Inj) Ø 3/4" x 3/4" buah 2,600 235 Ts. Valve Socket (Inj) Ø 1/2" buah 5,600 236 Ts. Valve Socket (Inj) Ø 3/4" buah 6,100 237 Ts. Valve Socket (Inj) Ø 1" buah 6,100 238 Ts. Valve Socket (Inj) Ø 1 1/4" buah 9,700 239 Ts. Valve Socket (Inj) Ø 1 1/2" buah 17,000 240 Ts. Valve Socket (Inj) Ø 2" buah 28,000 241 Ts. Valve Socket (Inj) Ø 3" buah 91,500 242 Ts. Valve Socket (Inj) Ø 4" buah 177,100 243 Ts. Cap (Inj) Ø 1/2" buah 1,900 244 Ts.Cap (Inj) Ø 3/4" buah 2,800 245 Ts. Cap (Inj) Ø 1" buah 3,700 246 Ts. Cap (Inj) Ø 1 1/4" buah 5,700 247 Ts. Cap (Inj) Ø 1 1/2" buah 8,800 248 Ts. Cap (Inj- Solvent Cement) Ø 2" buah 19,000 249 Ts. Cap (Inj- Solvent Cement) Ø 3" buah 31,000 250 Ts. Cap (Inj- Solvent Cement) Ø 4" buah 38,000 251 Ts. Cap (Inj- Solvent Cement) Ø 6" buah 80,000 252 Ts. Cap (Inj- Rubber Ring) Ø 2" buah 34,000 253 Ts. Cap (Inj- Rubber Ring) Ø 3" buah 62,000 254 Ts. Cap (Inj- Rubber Ring) Ø 4" buah 121,000 255 Ts. Cap (Inj- Rubber Ring) Ø 6" buah 184,000 256 Dresser Joint (C.l + PVC Body ) Ø 2" buah 156,000 257 Dresser Joint (C.l + PVC Body ) Ø 3" buah 248,000 258 Dresser Joint (C.l + PVC Body ) Ø 4" buah 495,000 259 Dresser Joint (C.l + PVC Body ) Ø 6" buah 923,000

260 Dresser Joint (C.l + PVC Body ) Ø 8" buah 1,508,000 261 Dresser Joint (C.l + PVC Body ) Ø 10" buah 2,815,000 262 Dresser Joint (C.l + PVC Body ) Ø 12" buah 3,377,000 263 Dresser Joint (C.l + PVC Body ) Ø 14" buah 3,613,000 264 Dresser Joint (C.l + PVC Body ) Ø 16" buah 4,541,000 265 Ts. Socket - W (Heat Process) Ø 1/2" buah 1,000 266 Ts. Socket - W (Heat Process) Ø 3/4" buah 1,000 267 Ts. Socket - W (Heat Process) Ø 1" buah 3,000 268 Ts. Socket - W (Heat Process) Ø 1 1/4" buah 5,000 269 Ts. Socket - W (Heat Process) Ø 1 1/2" buah 7,000 270 Ts. Socket - W (Heat Process) Ø 2" buah 10,000 271 Ts. Socket - W (Heat Process) Ø 2 1/2" buah 14,000 272 Ts. Socket - W (Heat Process) Ø 3" buah 24,000 273 Ts. Socket - W (Heat Process) Ø 4" buah 48,000 274 Vc. Socket - W (Heat Process) Ø 3" (10 Kg/cm2) buah 24,000 275 Vc. Socket - W (Heat Process) Ø 4" (10 Kg/cm2) buah 48,000 276 Vc. Socket - W (Heat Process) Ø 5" (10 Kg/cm2) buah 78,000 277 Vc. Socket - W (Heat Process) Ø 6" (10 Kg/cm2) buah 146,000 278 Vc. Socket - W (Heat Process) Ø 8" (10 Kg/cm2) buah 329,000 279 Vc. Socket - W (Heat Process) Ø 10" (10 Kg/cm2) buah 597,000 280 Vc. Socket - W (Heat Process) Ø 12" (10 Kg/cm2) buah 848,000 281 Bell Va Socket (Heat Process) Ø 2" (10 Kg/cm2) buah 41,000 282 Bell Va Socket (Heat Process) Ø 3" (10 Kg/cm2) buah 67,000 283 Bell Va Socket (Heat Process) Ø 4" (10 Kg/cm2) buah 108,000 284 Bell Va Socket (Heat Process) Ø 5" (10 Kg/cm2) buah 173,000 285 Bell Va Socket (Heat Process) Ø 6" (10 Kg/cm2) buah 244,000 286 Bell Va Socket (Heat Process) Ø 8" (10 Kg/cm2) buah 439,000 287 Bell Va Socket (Heat Process) Ø 10" (10 Kg/cm2) buah 770,000 288 Bell Va Socket (Heat Process) Ø 12" (10 Kg/cm2) buah 1,263,000 289 Spigot Bell End (Heat Process) Ø 2" x 11° (10 Kg/cm2) buah 29,000 290 Spigot Bell End (Heat Process) Ø 2" x 22° (10 Kg/cm2) buah 34,000 291 Spigot Bell End (Heat Process) Ø 2" x 45° (10 Kg/cm2) buah 35,000 292 Spigot Bell End (Heat Process) Ø 2" x 90° (10 Kg/cm2) buah 44,000 293 Spigot Bell End (Heat Process) Ø 3" x 11° (10 Kg/cm2) buah 61,000 294 Spigot Bell End (Heat Process) Ø 3" x 22° (10 Kg/cm2) buah 69,000 295 Spigot Bell End (Heat Process) Ø 3" x 45° (10 Kg/cm2) buah 79,000 296 Spigot Bell End (Heat Process) Ø 3" x 90° (10 Kg/cm2) buah 95,000 297 Spigot Bell End (Heat Process) Ø 4" x 11° (10 Kg/cm2) buah 95,000 298 Spigot Bell End (Heat Process) Ø 4" x 22° (10 Kg/cm2) buah 107,000 299 Spigot Bell End (Heat Process) Ø 4" x 45° (10 Kg/cm2) buah 133,000 300 Spigot Bell End (Heat Process) Ø 4" x 90° (10 Kg/cm2) buah 180,000

301 Spigot Bell End (Heat Process) Ø 6" x 11° (10 Kg/cm2) buah 266,000 302 Spigot Bell End (Heat Process) Ø 6" x 22° (10 Kg/cm2) buah 312,000 303 Spigot Bell End (Heat Process) Ø 6" x 45° (10 Kg/cm2) buah 371,000 304 Spigot Bell End (Heat Process) Ø 6" x 90° (10 Kg/cm2) buah 431,000 305 Spigot Bell End (Heat Process) Ø 8" x 11° (10 Kg/cm2) buah 463,000 306 Spigot Bell End (Heat Process) Ø 8" x 22° (10 Kg/cm2) buah 531,000 307 Spigot Bell End (Heat Process) Ø 8" x 45° (10 Kg/cm2) buah 629,000 308 Spigot Bell End (Heat Process) Ø 8" x 90° (10 Kg/cm2) buah 909,000 309 Spigot Bell End (Heat Process) Ø 10" x 11° (10 Kg/cm2) buah 814,000 310 Spigot Bell End (Heat Process) Ø 10" x 22° (10 Kg/cm2) buah 913,000 311 Spigot Bell End (Heat Process) Ø 10" x 45° (10 Kg/cm2) buah 1,156,000 312 Spigot Bell End (Heat Process) Ø 10" x 90° (10 Kg/cm2) buah 1,639,000 313 Ts. Elbow (Inj) Ø 1/2" (10 Kg/cm2) buah 2,200 314 Ts. Elbow (Inj) Ø 3/4" (10 Kg/cm2) buah 4,600 315 Ts. Elbow (Inj) Ø 1" (10 Kg/cm2) buah 8,400 316 Ts. Elbow (Inj) Ø 1 1/4" (10 Kg/cm2) buah 15,700 317 Ts. Elbow (Inj) Ø 1 1/2" (10 Kg/cm2) buah 16,900 318 Ts. Elbow (Inj) Ø 2" (10 Kg/cm2) buah 31,600 319 Ts. Elbow (Inj) Ø 2 1/2" (10 Kg/cm2) buah 58,600 320 Ts. Elbow (Inj) Ø 3" (10 Kg/cm2) buah 72,000 321 Ts. Elbow (Inj) Ø 4" (10 Kg/cm2) buah 168,700 322 Ts. Elbow (Inj) Ø 6" (10 Kg/cm2) buah 325,600 323 Ts. Elbow (Inj) Ø 8" (10 Kg/cm2) buah 389,100 324 Ts. Tee (Inj) Ø 1/2" x 1/2" x 1/2"(10 Kg/cm2) buah 1,700 325 Ts. Tee (Inj) Ø 3/4" x 3/4" x 3/4" (10 Kg/cm2) buah 2,700 326 Ts. Tee (Inj) Ø 3/4" x 1/2" x 3/4" (10 Kg/cm2) buah 2,700 327 Ts. Tee (Inj) Ø 1" x 1" x 1" (10 Kg/cm2) buah 5,000 328 Ts. Tee (Inj) Ø 1" x 3/4" x 1" (10 Kg/cm2) buah 6,700 329 Ts. Tee (Inj) Ø 1" x 1/2" x 1" (10 Kg/cm2) buah 7,000 330 Ts. Tee (Inj) Ø 1 1/4" x 11/4" x 1 1/4" (10 Kg/cm2) buah 7,400 331 Ts. Tee (Inj) Ø 1 1/4" x 1" x 1 1/4" (10 Kg/cm2) buah 9,900 332 Ts. Tee (Inj) Ø 1 1/4" x 3/4" x 11/4" (10 Kg/cm2) buah 8,900 333 Ts. Tee (Inj) Ø 1 1/4" x 1/4" x 1 1/4" (10 Kg/cm2) buah 9,400 334 Ts. Tee (Inj) Ø 1 1/2" x 1 1/2" x 1 1/2" (10 Kg/cm2) buah 12,000 335 Ts. Tee (Inj) Ø 11/2" x 1 1/4" x 1 1/4(10 Kg/cm2) buah 16,000 336 Ts. Tee (Inj) Ø 1 1/2" x 1" x 1 1/2"(10 Kg/cm2) buah 17,000 337 Ts. Tee (Inj) Ø 1 1/2" x 3/4" x 1 1/2(10 Kg/cm2) buah 18,000

338 Ts. Tee (Inj) Ø 2" x 2" x 2" (10 Kg/cm2) buah 44,000 339 Ts. Tee (Inj) Ø 2" x 1 1/2" x 2" (10 Kg/cm2) buah 44,000 340 Ts. Tee (Inj) Ø 2" x 1 1/4" x2" (10 Kg/cm2) buah 49,000 341 Ts. Tee (Inj) Ø 2" x 1" x 2" (10 Kg/cm2) buah 44,000 342 Ts. Tee (Inj) Ø 2" x 3/4" x 2" (10 Kg/cm2) buah 47,000 343 Ts. Tee (Inj) Ø 3" x 3" x 3" (10 Kg/cm2) buah 123,000 344 Ts. Tee (Inj) Ø 3" x 2" x 3" (10 Kg/cm2) buah 213,000 345 Ts. Tee (Inj) Ø 3" x 1 1/2" x 3" (10 Kg/cm2) buah 220,000 346 Ts. Tee (Inj) Ø 4" x 4" x 4" (10 Kg/cm2) buah 196,000 347 Ts. Tee (Inj) Ø 4" x 3" x 4" (10 Kg/cm2) buah 269,000 348 Ts. Tee (Inj) Ø 4" x 2" x 4" (10 Kg/cm2) buah 269,000 349 Ts. Tee (Inj) Ø 6" x 6" x 6" (10 Kg/cm2) buah 582,000 350 Ts. Tee (Inj) Ø 6" x 4" x 6" (10 Kg/cm2) buah 815,000 351 Ts. Tee (Inj) Ø 6" x 3" x 6" (10 Kg/cm2) buah 815,000 352 Ts. Tee (Inj) Ø 6" x 2" x 6" (10 Kg/cm2) buah 887,000 353 Ts. Reducer (Inj) Ø 3/4" x 1/2" buah 1,900 354 Ts. Reducer (Inj) Ø 1" x 3/4" buah 3,000 355 Ts. Reducer (Inj) Ø 1" x 1/2" buah 3,600 356 Ts. Reducer (Inj) Ø 1 1/4" x 1" buah 5,600 357 Ts. Reducer (Inj) Ø 1 1/4" x 3/4" buah 5,700 358 Ts. Reducer (Inj) Ø 1 1/4" x 1/2" buah 4,100 359 Ts. Reducer (Inj) Ø 1 1/2" x 3/4" buah 6,000 360 Ts. Reducer (Inj) Ø 1 1/2" x 1 1/4" buah 7,700 361 Ts. Reducer (Inj) Ø 1 1/2" x 1" buah 9,000 362 Ts. Reducer (Inj) Ø 2" x 1" buah 10,000 363 Ts. Reducer Socket/Socket SC (Inj) Ø 2" x 1 1/2" buah 18,000 364 Ts. Reducer Socket/Socket SC (Inj) Ø 3" x 2" buah 49,000 365 Ts. Reducer Socket/Socket SC (Inj) Ø 3" x 1 1/2" buah 49,000 366 Ts. Reducer Socket/Socket SC (Inj) Ø 4" x 3" buah 55,000 367 Ts. Reducer Socket/Socket SC (Inj) Ø 4" x 2" buah 65,000 368 Ts. Reducer Socket/Socket SC (Inj) Ø 6" x 4" buah 120,000 369 Ts. Reducer Socket/Socket RR (Inj) Ø 3" x 2" buah 71,000 370 Ts. Reducer Socket/Socket RR (Inj) Ø 4" x 3" buah 100,000 371 Ts. Reducer Socket/Socket RR (Inj) Ø 4" x 2" buah 101,000 372 Ts. Reducer Socket/Socket RR (Inj) Ø 6" x 4" buah 194,000 373 Ts. Reducer Socket/Socket RR (Inj) Ø 6" x 3" buah 186,000 374 Ts. Reducer Socket/Socket RR (Inj) Ø 8" x 6" buah 311,000 375 Ts. Reducer Socket/Socket RR (Inj) Ø 8" x 4" buah 303,000

F. BAHAN FASILITAS PENGAIRAN1 Karet Penyekat Air / Rubber Water Stop Lebar 150 Cm m 194,000 2 Karet Penyekat Air / Rubber Water Stop Lebar 225 Cm m 266,000 3 Lampu Senter Bh 27,000 4 Rantai Kunci kg 19,000 5 Cangkul Bh 48,000 6 Gacok Bh 45,000 7 Mesin Babad Rumput Setara TANAKA Bh 4,629,000 8 Parang Bh 54,000 9 Sabuk Pengaman Bh 65,000

10 Slang Input Pompa Air 2 " m' 33,000

11 Slang Input Pompa Air 4 " m' 83,000 12 Stempet kg 11,000 13 Takel ( Kapasitas 3 Ton ) Bh 609,000 14 Tambang Plastik kg 36,000 15 Mistar Ukuran Panjang 0.50 - 1.00 meter (feil schal) bh 139,000 16 Mistar Ukuran Panjang 1.00 - 1.50 meter (feil schal) bh 139,000 17 Mistar Ukuran Panjang 1.50 - 2.00 meter (feil schal) bh 292,000 18 Mistar Ukuran Panjang 2.00 - 3.00 meter (feil schal) bh 598,000 19 Mistar Ukuran Panjang 3.00 - 4.00 meter (feil schal) bh 737,000 20 Papan Nama Bangunan / Nomenklatur bh 139,000 21 Papan Nama Saluran bh 918,000 22 Papan Oprasi Bendung bh 904,000 23 Papan Exploitasi bh 904,000 24 Kotak Baja Penyimpan Data bh 180,000 25 Plat Tanda Muka Air / Peil Schaal bh 197,000 26 Patok Hektometer ( Pengairan ) bh 139,000 27 Pintu Angkat Type 1.B = 0.30 meter bh 1,263,000 28 Pintu Angkat Type 1.B = 0.40 meter bh 1,482,000 29 Pintu Angkat Type 1.B = 0.50 meter bh 2,079,000 30 Pintu Angkat Type II.B = 0.30 meter bh 1,263,000 31 Pintu Angkat Type II.B = 0.40 meter bh 1,943,000 32 Pintu Angkat Type II.B = 0.50 meter bh 2,194,000 33 Pintu Sorong baja type 1A ukuran ( B=0.30-0.60)&(H=0.30-0.60 ) m bh 3,630,000 34 Pintu Sorong baja type 2A ukuran ( B=0.60-0.80)&(H=0.30-1.00 ) m bh 7,260,000 35 Pintu Sorong baja type 3A ukuran ( B=0.30-1.20)&(H=0.40-1.50 ) m bh 9,438,000 36 Pintu Sorong baja type 4A ukuran ( B=1.00-1.00)&(H=0.50-2.00 ) m bh 11,132,000 37 Pintu Sorong baja type 5A ukuran ( B=1.00-1.50)&(H=0.70-0.90 ) m bh 12,487,000 38 Pintu Sorong baja type 6A ukuran ( B=1.60-2.00)&(H=0.90-1.35 ) m bh 13,057,000

39 Pintu Sorong baja type 7A ukuran ( B=2.10-2.50)&(H=1.35-1.70 ) m bh 14,328,000 40 Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.00 m;H=1.60 m bh 46,827,000 41 Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.20 m;H=1.70 m bh 53,512,000 42 Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 1.50 m;H=1.80 m bh 69,958,000 43 Pintu sorong baja type 2 draadstang ulir dengan 3 stel roda gigi b = 2.00 m;H=2.00 m bh 77,583,000 44 Pintu Skot Balk Jati Jateng bh 36,498,000 45 Pintu Skot Balk Jati Jabar bh 24,684,000

G. BAHAN KAYU BERIKUT BAHAN JADINYA 1 Bambu Diameter 5 s/d 7 cm btg 6,000 2 Bambu Diameter 7 s/d 10 cm btg 9,000 3 Bambu Gombong btg 21,000 4 Dolken 5 s.d 7 btg 27,000 5 Dolken 7 s.d 10 btg 81,000 6 Kayu Balok Borneo 6/12, 8/12, 8/15 * m3 4,830,000 7 Kayu Balok Borneo Super m3 4,830,000 8 Kayu Balok Damar Laut 6/12, 8/12, 8/15* m3 8,970,000 9 Kayu Balok Kamper Banjar 6/12, 8/12, 8/15* m3 7,590,000

10 Kayu Balok Kamper Medan ( Kruing ) m3 8,970,000 11 Kayu Balok Kamper Medan 6/12, 8/12, 8/15* m3 9,315,000 12 Kayu Balok Kamper Samarinda m3 10,350,000 13 Kayu Balok Kayu Gunung Klas II 6/12, 8/12, 8/15* m3 1,932,000 14 Kayu Balok Rasamala* m3 4,140,000 15 Kayu Jati Jabar Ø 40 CM ke bawah m3 5,175,000 16 Kayu Jati Jabar Tua Lepas Mata dari Ø 80 CM ke atas m3 8,280,000 17 Kayu Jati Jateng Tua Lepas Mata dari Ø 80 CM ke atas m3 16,560,000 18 Kayu Jati Jatim Lepas Mata dari Ø 80 CM ke atas m3 16,560,000 19 Kayu Kamper Singkil /Kapur ( Kamper Samarinda Kls II ) m3 9,315,000 20 Kayu Kaso 5/7, 5/10 Borneo* m3 4,140,000 21 Kayu Kaso 5/7, 5/10 Kamper Banjar* m3 7,590,000 22 Kayu Kaso 5/7, 5/10 Kamper Medan* m3 8,280,000 23 Kayu Kaso 5/7, 5/10 Kayu Gunung Klas II* m3 2,392,000 24 Kayu Klas II ( Cayur )* Sekelas Rasamala m3 2,691,000 25 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* 3m btg 15,600 26 Kayu Kaso, Kayu Gunung Klas III ( Albasia )* 2m btg 10,400 27 Kayu Papan /Kayu Gunung Klas III ( Albasia )* m3 1,800,000 28 Kayu Papan Borneo* m3 4,743,000 29 Kayu Papan Damar Laut* m3 10,350,000 30 Kayu Papan Kamper Banjar* m3 7,935,000 31 Kayu Papan Kamper Medan ( Kruing ) m3 10,350,000 32 Kayu Papan Kamper Medan* m3 9,660,000 33 Kayu Papan Kamper Samarinda m3 10,350,000 34 Kayu Reng 2/3 Kamper Banjar m' 6,210,000 35 Kayu Reng 2/3 Kamper Medan m3 7,935,000 36 Kayu Stootwerk btg 10,000 37 List Frofil Kamper 1 cm m' 3,700 38 List Frofil Kamper 2 cm m' 6,300 39 List Frofil Kamper 4 cm m' 6,300 40 List Frofil Kamper 5 cm m' 9,800 41 List Frofil Kamper 10 cm m' 17,000 42 Pegangan Tangga Profil Jati m' 157,000 43 Pegangan Tangga Profil Kamper m' 43,000 44 Batang kelapa (Ø 30cm p=6 m) btg 56,000

- H. BAHAN PENUTUP RANGKA PLAFOND -

1 Bahan Plapon Hardpleks 5 mm 120 x 240 cm lbr - 2 Eternit 1x1 M2 bh 3,600 3 Eternit 1x1 M2 peti 36,000 4 Gypsun 120 x 240 cm , t = 9 mm ex DN lbr 72,000 5 Calsibot 120 x 240 cm t=5mm lbr 54,000


10 Plywood 18 mm 120 x 240 Lbr 192,000 11 Teakwood 3 mm 120 x 240 Lbr 93,000 12 Teakwood 3 mm Uk/ Pintu Lbr 161,000 13 Teakwood 4 mm 120 x 240 Lbr 135,000 14 Teakwood 4 mm Uk/ Pintu Lbr 111,000 15 Triplek 3 mm 120 x 240 Lbr 447,000 16 Triplek 4 mm 120 x 240 Lbr 58,000 17 Bilik ( dengan kulit /Hinis ) m2 11,000 18 Bilik ( tanpa Kulit ) m2 7,900

19 Bilik ( corak khusus /Besar ) m2 13,000 20 Triplek 4 mm Uk/ Pintu Lbr 111,000

J. BAHAN FINISHING : LABURAN, PENGISIAN DAN ALATNYA1 Ampelas Lbr 1,700 2 Cat Besi Kg 36,000 3 Cat Bron Kg 36,000 4 Cat Genting Kg 54,000 5 Cat Kayu stara AVIAN Kg 36,000 6 Cat Kayu stara SIEV Kg 36,000 7 Cat Kayu stara AMCO Kg 42,000 8 Cat Marka / Spotlight Kg9 Cat Plincote Kg 15,000

10 Cat Soligneum Galon /5 Ltr 18,000 11 Cat Tahan Asam Kg 36,000 12 Cat Tembok setara ICI Eksterior KG 117,000 13 Cat Tembok setara ICI interior ( Flapond & Dinding ) KG 84,000 14 Cat Tembok setara Sanlex Gall 78,000 15 Cat Tembok setara Sanlex Kg 15,000 16 Cat Tembok setara Sanlex ( Putih ) Gall 72,000 17 Cat Tembok setara Metrolite Gall 90,000 18 Cat Tembok setara Mowilex exterior KG 169,000 19 Cat Tembok setara Mowilex interior KG 114,000 20 Cat Tembok setara Dulux exterior KG 199,000 21 Cat Tembok setara Dulux interior KG 127,000 22 Dempul Halus (Wood Filler) setara INFRA Kg 31,000 23 Dempul Kayu Kg 15,000 24 Kape Kayu Bh 6,000 25 Kape Tembok Bh 6,000 26 Kuas 3 " bh 9,000 27 Kuas 4 " bh 12,100 28 Kumpon Kg 4,200 29 Meni Kayu /Besi Kg 16,000 30 Oker Coklat Kg 34,000 31 Oker Putih Kg 34,000 32 Plamir Cat Kg 14,000 33 Plamir Tembok Kg 24,000 34 Rol cat Tembok Bh 12,000 35 Sincromat Kg 14,000 36 Sirlak Ex India Kg 72,000 37 Spirtus Ltr 14,000 38 Terpentin Ltr 2,900 39 Tiner A Ltr 8,400 40 Tiner setara ND Ltr 19,300 41 Water Profing Emulision Kg 100,000 42 Vernis Kg 16,600

K. BAHAN KACA1 Glass Block 20 x 20 ex DN bh 21,000 2 Glass Block 20 x 20 ex LN bh - 2 Kaca Polos 2 mm m2 30,000 3 Kaca Polos 3 mm m2 48,000 4 Kaca Polos 5 mm m2 60,000 5 Kaca Ryben 5 mm m2 72,000 7 Kaca Ryben 12 mm m2 -

L. BAHAN PAKU DAN MUR-BAUT1 Angker Mur Baut Ø19, panjang 60 cm bh 24,900 2 Baut /Mur Kg 14,500 3 Beugel Kuda-kuda Kg 30,200 4 Dak Angker Kg 5,700 5 Mur Baut 20 cm s/d 35 mm ( berikut ring ) bh 5,700 6 Mur Baut Biasa Ø 19 s/d 16 ( 15 cm ) bh 6,800 7 Mur Baut HTM Ø 19 s/d 16 cm bh 11,000 8 Paku (berbagai macam ukuran /rata-rata) Kg 18,000 9 Paku Beton 2 cm s/d 5 cm bh 500

10 Paku Cacing Kg 60,500 11 Paku Kait ( lengkap ) Bh 300 12 Piser Ø 12 s/d 20 cm bh 5,000

- M. BAHAN SANITER -

1 Bak fibreglass Bh 284,000 2 Closet Duduk Keramik LN ( lengkap ) Unit 1,141,000 3 Closet Duduk Warna Standar INA ( lengkap ) Unit 1,492,000 4 Closet Jongkok Porselin Putih ( standar ) bh 157,000 5 Closet Jongkok Porselin Warna bh 175,000 6 Floor Drain /Saringan KM stenless steel bh 90,000 7 Kran Bebek 1/2 " bh 84,000 8 Kitchen Zink Stailess Lengkap Sipon & Sparing bh 193,000

9 Kitchen Zink Stailess Standar lokal ( 1 Lobang ) bh 210,000 10 Kitchen Zink Stailess Non Standar franke ( 1 Lobang ) bh 217,000 11 Kitchen Zink Stailess Non Standar franke ( 2 Lobang ) bh 363,000 12 Kran Panas-Dingin ( standar ) bh 262,000 13 Kran Tembok 1/2 " bh 15,000 14 Kran Tembok 3/4 " bh 18,000 15 Penyekat Urinoir Lbr 280,000 16 Seal tape Set 1,700 17 Shower ( dengan tiang ) bh 108,000 18 Shower ( tanpa tiang ) bh 72,000 19 Stop kran 1 " setara KIT bh 17,000 20 Stop kran 1¼ " setara KIT bh 69,000 21 Tempat Sabun Porselin bh 165,000 22 Urinoir Warna Standar ( lengkap ) bh 631,000 23 Wastafel Bulat Warna Standar ( lengkap ) Unit 527,000 24 Wastafel setara merk INA ( lengkap ) bh 351,000 25 Wastafel setara merk TOTO LW 230 ( lengkap ) bh 702,000 26 Water Thurn 500 liter (standar) Bh 1,573,000 27 Water Thurn 1000 liter (standar) Bh 3,146,000 28 Tangki Fiber Glass 3m3 Bh 8,470,000 29 Tangki Fiber Glass 10m3 # Bh 48,702,000 30 Tangki 3m3 PE # Bh 4,591,900 31 Tangki 6m3 PE # Bh 7,514,100

- -

N. BAHAN PENUTUP ATAP - 1 Aksesoris nat bh 6,100 2 Asbes Gelombang besar Lbr 65,300 3 Atap Asbes Gelombang Besar 5 mm 80 x 180 Lbr 139,100 4 Atap Asbes Gelombang Kecil 4 mm 80 x 180 Lbr 26,200 5 Atap Fiberglass ( datar ) /Roof light fibreglass Lbr 47,300 6 Atap Fiber Glass Tebal 90 x 180 ( Gelombang ) Lbr 50,000 7 Atap Fiber Glass Tipis 90 x 180 ( Gelombang ) Lbr 29,100 8 Atap Genteng Beton Warna 14,5/m2 m2 126,500 9 Atap Genteng Plentong m2 37,500

10 Atap Plastik 80 x 180 ( Gelombang ) Lbr 20,700 11 Atap Seng BJLS 28 /32 90 x 180 ( Gelombang ) Lbr 70,800 12 Bubung Asbes bh 24,900 13 Bubung Morando glasur bh 25,600 14 Bubung Morando natural bh 22,300 15 Bubungan Genteng Beton Pres bh 26,800 16 Bubungan Genteng Plentong bh 18,100 17 Genteng Palentong bh 2,200 18 Genteng Beton Pres bh 6,400 19 Genteng Cisangkan bh - 20 Genteng Morando Glasur 18 bh/m2 bh 2,600 21 Genteng Morando Natural 18 bh/m2 bh 2,200 22 Genting Bubungan bh 14,500 23 Atap Fiber Setara Canopy m2 261,000


10 Kawat Penagkal Petir ( Tembaga ) 16 Kg 91,700 11 Lampu Baret 30 cm + Neon Set 302,500 12 Lampu Dinding bh 365,800 13 Lampu Down Light sedang bh 29,000 14 Lampu Gantung Uk. Besar Unit 2,666,000 15 Lampu Gantung uk. Kecil Unit 2,400 16 Lampu Gantung uk. Sedang Unit 841,700 17 Lampu Hologin 500 Watt + Box bh 333,100 18 Lampu Mercury 60 Watt bh 333,100 19 Lampu Pijar 25 Watt bh 4,800 20 Lampu Pijar 40 Watt bh 8,400 21 Lampu SLE 15 Watt bh 41,900 22 Lampu SL 18 Watt bh 32,600 23 Lampu Sorot Philips 40 Watt bh 67,200 24 Lampu spot light 120 Watt / 150 Watt bh 50,300 25 Lampu spot light 300 Wattt bh 722,000 26 Lampu Tanam bh 165,400

27 Lampu TL 1 x 20 Watt bh 11,400

28 Lampu TL 1 x 40 Watt bh 14,500 29 Lampu TL 2 x 20 Watt bh 6,000 30 Lampu TL RM 2 x 20 Watt bh 388,000 31 Lampu TL RM 4 x 20 Watt bh 666,300 32 MLL 160 Watt bh 176,600 33 Panel LP-A bh 353,400 34 Panel LP-B bh 530,000 35 Panel LP-C bh 336,700 36 Panel LP-D bh 336,700 37 Panel LP-E bh 336,700 38 Panel SDP bh 184,900 39 Pasang telepon Ls 2,103,000 40 Saklar Ganda Broco bh 15,700 41 Saklar tunggal Broco bh 11,400 42 Stop kontak Broco bh 12,100 43 Tiang Listrik bh 6,734,000 44 Titik Cahaya Ttk 110,500 45 Trafo 80 Watt / 220 bh 546,700 46 Box Street bh 145,900 47 Genset STC 20 Kw Mesin Hopper Starter Setara Produk Cina bh 22,194,000 48 Genset STC 7,5 KW - Mesin 15,5 3 phase Hopper Starter, Setara Yanmar # bh 32,700,000 49 Kabel NYY 3x6,5mm m 38,100 50 Kabel NYY 3x10mm m 61,100

P. BAHAN ALAT PENGGANTUNG KUNCI1 Engsel Jendela bh 9,600 2 Engsel Jendela setara UNION bh 4,000 3 Engsel Pintu bh 17,200 4 Engsel Pintu setara UNION bh 9,600 5 Espangnolet Psg 34,600 6 Grendel 15 cm bh 20,700 7 Grendel 5 cm bh 4,000 8 Hak Angin Biasa Psg 9,000 9 Hak Angin endok Stanless/Kuningan bh 41,600

10 Hak Angin Jendela Antik Psg 24,900 11 Hak Angin Kait Jendela Biasa Psg 3,300 12 Kunci 2 Slaag setara "ANCOR" / "ASTON" bh 78,600 13 Kunci tanam setara TESA bh 139,100 14 Kunci Gembok bh 4,800 15 Kunci tanam Antik bh 33,300 16 Kunci Kamar Bulat setara merk ALFA bh 55,600 17 Kunci Kamar Bulat setara Biasa bh 50,000 18 Kunci KM/WC setara Merk ALFA bh 55,600 19 Kunci Silinder setara ALFA untuk Pintu Alumunium bh 33,300 20 Kunci Slaag setaraANCOR ASLI bh 58,400 21 Kunci Slaag setara ISO bh 66,700 22 Kunci Slaag Silinder setara SEIS Asli Type 210 s.d 226 bh 100,100 23 Rel Henderson Lengkap bh 420,200 24 Rel Maraton 1 Pintu Unit 268,400 25 Slot Jendela bh 4,800 26 Slot Pintu Berikut Rantai Set 66,700 27 Kunci lemari bh 12,400 28 Tarikan Almari Rata - rata bh 8,200 29 Tarikan Pintu Almunium bh 50,000

Q. BAHAN PENGISAP SUMUR AIR DALAM1 Depp Well dengan kelengkapannya Kap.150 Ltr/menit Unit 378,835,000 2 Gear Pump Kap./Menit Unit 25,592,000 3 Hand Oil pump Unit 7,408,000 4 Pompa setara Dragon Asli Unit 655,000 5 Pompa setara Dragon Tegal Unit 201,000 6 Pompa Jet-Pump 250 W setara SANYO Unit 605,000 7 Pompa Jet-Pump 450 W setara SANYO Unit 1,211,000 8 Pompa Kodok Unit 342,000 9 Pompa listrik 100 Watt setara "SANYO" Unit 453,000

10 Pompa listrik 250 Watt setara "SANYO" Unit 1,262,000 11 Pompa listrik 500 Watt setara "SANYO" Unit 1,851,000 12 Pompa Sumbersible Kap 150 Liter/menit 3 KW Setara Produk Italy Unit 43,136,000 13 Pompa Sentripugal Kap 20L/D Head 65M Setara Produk Italy Unit 14,958,000


10 Water Pass Alumunium bh 47,300

11 Ember bh 6,600



T. BAHAN LANTAI DAN PELAPIS DINDING1 Keramik 40 x 40 KW I DN ( polos) m2 /Dus 50,000 2 Keramik 40 x 40 KW I DN Warna m2 /Dus 54,000 3 Keramik 30 x 30 KW I DN Putih ( polos) m2 /Dus 38,000 4 Keramik 30 x 30 KW I DN Warna m2 /Dus 43,000 5 Keramik 20 x 20 KW I DN Putih ( polos) m2 /Dus 35,000 6 Keramik 20 x 20 KW I DN Warna m2 /Dus 44,000 7 Keramik 20 x 25 KW I DN ( Polos ) m2 /Dus 41,000 8 Keramik 20 x 25 KW I DN Warna m2 /Dus 47,000 9 Keramik 10 x 20 KW I DN Warna ( anti selip) m2 /Dus 47,000



V. HARGA BBM1 Premium Ltr 6,000 2 Minyak Solar Ltr 5,500 3 Residu /Ter Ltr - 4 Plux Oil Ltr - 3 Minyak Bakar Ltr 2,800 4 Olie SAE (Mesran, Pertamina) Ltr 19,000

Documents

ANALISA-2009