rab panyaungan baru_4 oce.xls

DAFTAR HARGA SATUAN BAHAN

HARGANO JENIS BAHAN SAT BAHAN

(Rp.)

1 2 3 4 A. BAHAN AGREGAT KASAR, BAHAN PEREKAT

1 Tanah Urug M3 70,000.00 2 Pasir Urug M3 110,000.00 3 Sirtu M3 130,000.00

4 Pasir Teras M3 134,460.00 5 Pasir Pasang M3 120,000.00 6 Pasir Beton M3 155,000.00 7 Batu Gosok (Apung) Kg 150,000.00 8 Batu Pecah Mesin 2/3 M3 175,000.00 9 Batu Belah Pondasi M3 155,000.00

16 Bata Merah Bakar Kelas II Bh 475.00 19 Paving Block Natural 6 cm M2 54,000.00 22 Semen PC D N SII Kg 1,240.00 23 Semen PC D N SII / Zak @ 50 Kg. Zak 62,000.00 24 Semen Putih Kg 2,140.00 25 Semen Warna Kg 9,000.00

B. BAHAN FINISHING : LABURAN,PENGISI DAN ALATNYA1 Plamir tembok Kg 7,500.00 2 Cat Tembok Set Metrolite Kg 27,000.00 3 Cat Tembok Set Avitex Kg 0.00 3 Water Proofing Emulsion Ex- Sika. Kg 11,000.00 4 Water Proofing Membrance M2 5,415.00 5 Rool Cat Tembok Bh 30,000.00 6 Kape Tembok Bh 7,390.00

11 Kuwas Bh 10,000.00 22 Silicone Dow corning Tube 0.00


(Rp.)

1 2 3 4 29 Amplas Lbr 2,000.00 30 Dempul Kayu (Cap Kucing) Kg 24,620.00 31 Meni Kayu/Besi Kg 15,000.00 33 Cat Kayu Glotex Kg 30,000.00 34 Cat Genteng ( Yoko) Kg 0.00 35 Pelapis Alkali ICI Ltr 42,165.00 36 Cat Kayu Avian/Glotek/Romatex Kg 70,000.00 37 Plamir Kayu Kansai Kg 25,000.00

C. BAHAN KAYU BERIKUT BAHAN JADINYA1 Kayu Terentang M3 2,500,000.00 2 Kayu Balok / Papan Kelas II M3 3,300,000.00 3 Kayu Albasia M3 2,500,000.00 4 List Profil 4 Cm M' 8,000.00 7 Kayu Reng 2/3 Kayu klas II M3 2,500,000.00

E. BAHAN KAYU LAPIS DAN GRC1 GRC board 6 mm Lbr 75,000.00

F. BAHAN LANTAI DAN PELAPIS DINDING1 Keramik Lantai 30 x 30 warna muka kasar kw II M2 53,000.00 2 Keramik Lantai 20 x 20 DN Bercorak Berwarna Kw. II M2 45,000.00 3 Keramik Dinding 20 x 25 DN Berwarna Kw. II M2 57,000.00

H. BAHAN LOGAM DAN BAHAN JADINYA1 Besi Beton U. 24 Rata-rata Kg 13,000.00 2 Kawat Beton Kg 21,000.00 3 Kawat Pengikat Kg 17,750.00 4 Besi Siku 50x50x5 PJ - 6 M' Btg 21,345.00 5 Plate Besi 2mm s/d 10 mm Kg 11,975.00 6 Plat Strip Diameter 3 - 4 MM Btg 9,370.00 7 Besi Profil WF DN SII Kg 21,660.00 8 Kait Angin Sendok Alumunium Ps 114,045.00

10 Seng Plat BJLS 30 D = 60 Cm m' 27,000.00 11 Seng Plat BJLS 30 D = 90 Cm m' 45,000.00 12 Seng Glb BJLS 28 (80 x 180 cm) M2 60,000.00 13 Almunium plat 5mm m2 130,000.00


(Rp.)

1 2 3 4 14 Lem Fox Kg 19,780.00 15 Truss & Rafter Rangka atap baja Ringan C-75 m' 63,800.00 16 Batten & Braching Rangka Atap Baja Ringan m' 50,800.00 17 Alat Bantu Kerja Pemasangan Krangka Atap Baja Ringan ls 4,260.00

18 Dynabolt dia- 12 x 120 mm Bh 1,000.00 19 Bh 400.00 20 Bh 300.00 21 Wall Plate m' 15,500.00 22 M2 73,800.00

112,650.00 I. BAHAN KACA

2 Kaca Polos 5 MM M2 136,000.00 3 Batu Alam Bh 150,000.00

J. BAHAN PAKU DAN MUR BAUT1 Paku 1 - 3 Cm Kg 22,000.00 2 Paku 4 - 7 Cm Kg 22,000.00 3 Paku 8 - 12 Cm Kg 22,000.00 4 Paku Beton 2 - 5 Cm Bh 2,500.00 9 Angkur Mur Baud Dia. 12mm / Panjang 350mm ( HIGH TENSION BOL Bh 14,500.00

10 Mur Bout HTB Dia. 19 s/d 16 (5 Cm) Bh 13,890.00 11 Mur Bout Biasa Dia. 19 s/d 16 (5 Cm) Bh 3,300.00 12 Turn buckle / Watter mur Dia- 12 mm Tyfe J& H Bh 11,500.00 13 Mur Bout HTB Dia. 12 (5 Cm) Bh 3,800.00 14 Paku Rifet dia- 4 mm Bh 675.00

K. BAHAN SANITAIR DAN PERPIPAAN1 Bh 35,000.00 2 Kran Air Standard 1/2 " Bh 55,000.00 3 Kloset Jongkok DN Merek " INA Unit 170,000.00 4 Pipa PVC AW Wavin Dia. 1/2" Btg 20,000.00 5 Pipa PVC AW Wavin Dia. 1" Btg 39,900.00 6 Pipa PVC AW Wavin Dia. 3" Btg 180,000.00 7 Pipa PVC AW Wavin Dia. 4" Btg 280,000.00 8 Pipa PVC AW Wavin Dia. 6" Btg 598,900.00 9 Lem Paralon Btg 5,000.00

10 Solatif Ledeng bh 2,000.00 11 Water Profing kg 11,000.00

L. BAHAN PENUTUP ATAP1 M2 58,000.00 2 lbr 37,500.00 3 lbr 37,500.00

Self Drilling Screw dia -6 x 20 mm ( Truss Screw )Self-Drilling Scrwe Dia-4 x 16 mm ( Roof Batten Screw )

Pagar BRC Uk- 90 x 240 dia- 6mm dia - 6 mm ( Tanpa Tiang )

Saringan Air Lantai Kamar Mandi Stainlees Steel ( Floordrain )

Atap Mettal Roof (Lapis Pasir)Nok / Bubungan Atap Mettal ( Lapis Pasir )Plashing Listplank Atap Mettal ( Lapi Pasir )


(Rp.)

1 2 3 4 M. BAHAN ELEKTRIKAL

1 Pas. BOX Panel Include MCB 6 A 2 Group unit 187,600.00 2 Pas. Stop Kontak Brocco bh 10,600.00 3 Pas. Stop Kontak AC Brocco bh 65,000.00 4 bh 12,000.00 5 bh 15,000.00 6 btg 7,500.00 7 Instalasi Titik Lampu/Stop Kontak Bh 95,000.00 8 Lampu PLC 18 Watt bh 36,000.00 9 bh 220,000.00

12 Lampu Down Light 11 Watt bh 125,000.00 13 Lampu Taman steanless bh 550,000.00

N. BAHAN ALAT PENGGANTUNG DAN KUNCI1 Kunci Pintu handle almunium Bh 180,000.00 4 Grendel 15 Cm Bh 14,000.00 5 Slot Jendela Bh 8,000.00 6 Kait Angin Jendela Biasa Bh 8,800.00 7 Hak Angin Jendela Antik Bh 22,000.00 8 Hak Angin Sendok Bh 45,000.00 9 Sloot Pintu Berikut Rantai Bh 45,900.00

10 Sloot Jendela Tunggal Bh 15,400.00 11 Engsel Pintu Bh 13,750.00 12 Engsel Jendela Bh 9,000.00

O. BAHAN PENGHISAP AIR, BAK DAN KELENGKAPANNYA1 Injuk kg 10,000.00 2 Rumput gajah mini m2 15,000.00

Pas. Saklar Tunggal Brocco ( Standard )Pas. Saklar Ganda Brocco ( Standard )Pas. Pipa Condute ( Spareng Cable )

Lampu Neon 2x18 Watt ( TKI RM )

DAFTAR PERBANDINGAN HARGA

BAHAN SATUAN

2 3 4 A. BAHAN AGREGAT KASAR, BAHAN PEREKAT Tanah Urug M3 Rp 78,845.00 Pasir Urug M3 Rp 157,525.00 Sirtu M3 Rp 132,950.00 Pasir Teras M3 Rp 134,460.00 Pasir Pasang M3 Rp 184,350.00 Pasir Beton M3 Rp 220,000.00 Batu Gosok (Apung) Kg Rp 153,130.00 Batu Pecah Mesin 1/2 M3 Rp 201,500.00 Batu Pecah Mesin 2/3 M3 Rp 189,265.00 Batu Belah Pondasi M3 Rp 193,600.00 Bata Merah Bakar Kelas II Bh Rp 475.00 Paving Block Natural 6 cm M2 Rp 86,515.00 Kanstin Paving Block M'Semen PC D N SII Kg Rp 1,389.70 Semen PC D N SII / Zak @ 50 Kg. Zak Rp 69,485.00 Semen Putih Kg Rp 2,140.00 Semen Warna Kg Rp 9,185.00

B. BAHAN FINISHING : LABURAN,PENGISI DAN ALATNYAPlamir tembok Kg Rp 27,360.00 Cat Tembok Set Metrolite Kg Rp 27,485.00 Cat Tembok Set Avitex KgWater Proofing Emulsion Ex- Sika. Kg Rp 11,450.00 Water Proofing Membrance ml Rp 5,415.00 Rool Cat Tembok Bh Rp 36,945.00 Kuwas Bh Rp 10,670.00 Amplas Lbr Rp 6,715.00 Dempul Kayu (Cap Kucing) Kg Rp 24,620.00 Meni Kayu/Besi Kg Rp 19,155.00 Zinchromate (Cat Dasar Khusus Anti karat Ex- Propant ) Kg Rp 53,095.00 Cat Kayu Glotex Kg Rp 32,795.00 Cat Kayu Avian/Glotek/Romatex Kg Rp 75,790.00 Plamir Kayu Kansai Kg Rp 40,625.00

C. BAHAN KAYU BERIKUT BAHAN JADINYAKayu Terentang M3 Rp 2,960,630.00 Kayu Balok / Papan Kelas II M3 Rp 3,717,900.00 Kayu Albasia M3 Rp 2,960,630.00 List Profil 4 Cm M' Rp 8,615.00 Kayu Reng 2/3 Kayu klas II M3 Rp 2,531,225.00

E. BAHAN KAYU LAPIS DAN GRCGRC board 6 mm Lbr

F. BAHAN LANTAI DAN PELAPIS DINDINGKeramik Lantai 30 x 30 warna muka kasar kw II M2 Rp 53,095.00 Keramik Lantai 20 x 20 DN Bercorak Berwarna Kw. II M2 Rp 47,890.00 Keramik Dinding 20 x 25 DN Berwarna Kw. II M2 Rp 57,260.00

SSH KABUPATEN

H. BAHAN LOGAM DAN BAHAN JADINYABesi Beton U. 24 Rata-rata Kg Rp 15,615.00 Kawat Beton Kg Rp 21,395.00 Kawat Pengikat Kg Rp 17,750.00 Karet Accesories Kusen/Pintu Alumunium m' Rp 5,310.00 Seng Plat BJLS 30 D = 60 Cm m' Rp 29,670.00 Seng Plat BJLS 30 D = 90 Cm m' Rp 78,085.00 Seng Glb BJLS 28 (80 x 180 cm) M2 Rp 72,210.00 Lem Kuning (Albond) KgLem Fox Kg Rp 19,780.00 Truss & Rafter Rangka atap baja Ringan C-75 m'Batten & Braching Rangka Atap Baja Ringan m'Alat Bantu Kerja Pemasangan Krangka Atap Baja Ringan lsDynabolt dia- 12 x 120 mm Bh

BhBh

Wall Plate m'M2

I. BAHAN KACAKaca Polos 5 MM M2 Rp 136,825.00 Batu Alam Bh

J. BAHAN PAKU DAN MUR BAUTPaku 1 - 3 Cm Kg Rp 24,760.00 Paku 4 - 7 Cm Kg Rp 22,185.00 Paku 8 - 12 Cm Kg Rp 22,185.00 Paku Beton 2 - 5 Cm Bh Rp 29,045.00 Paku Sekrup Bh Rp 1,185.00 Mur Bout HTB Dia. 19 s/d 16 (5 Cm) Bh Rp 13,890.00 Mur Bout Biasa Dia. 19 s/d 16 (5 Cm) Bh Rp 7,205.00

K. BAHAN SANITAIR DAN PERPIPAANBh Rp 47,890.00

Kran Air Standard 1/2 " BhKloset Jongkok DN Merek " INA Unit Rp 198,915.00 Pipa PVC AW Wavin Dia. 1/2" BtgPipa PVC AW Wavin Dia. 1" BtgPipa PVC AW Wavin Dia. 3" BtgPipa PVC AW Wavin Dia. 4" BtgPipa PVC AW Wavin Dia. 6" BtgLem Paralon bh Rp 12,110.00 Solatif Ledeng bh Rp 7,105.00 Water Profing kg

L. BAHAN PENUTUP ATAPM2 Rp 167,615.00 lbr Rp 83,810.00 lbr

M. BAHAN ELEKTRIKALPas. BOX Panel Include MCB 6 A 2 Group unitPas. Stop Kontak Brocco bhPas. Stop Kontak AC Brocco bh

bhbhbtg

Self Drilling Screw dia -6 x 20 mm ( Truss Screw )Self-Drilling Scrwe Dia-4 x 16 mm ( Roof Batten Screw )



Atap Mettal Roof (Lapis Pasir)Nok / Bubungan Atap Mettal ( Lapis Pasir )Plashing Listplank Atap Mettal ( Lapi Pasir )

Pas. Saklar Tunggal Brocco ( Standard )Pas. Saklar Ganda Brocco ( Standard )Pas. Pipa Condute ( Spareng Cable )

Instalasi Titik Lampu/Stop Kontak BhLampu PLC 18 Watt bh

bhLampu Neon 2x38 Watt bh

bhLampu Down Light 11 Watt bhLampu Taman bhN. BAHAN ALAT PENGGANTUNG DAN KUNCIKunci Pintu handle almunium BhEspagnolet BhGrendel 15 Cm BhSlot Jendela BhKait Angin Jendela Biasa BhHak Angin Jendela Antik BhHak Angin Sendok BhSloot Pintu Berikut Rantai BhSloot Jendela Tunggal BhEngsel Pintu BhEngsel Jendela Bh

O. BAHAN PENGHISAP AIR, BAK DAN KELENGKAPANNYAInjuk kg

Lampu Neon 2x18 Watt ( TKI RM )

Lampu PLC 8 Watt ( Energy Saver )

DAFTAR PERBANDINGAN HARGA

SURVEY TOKO 1 SURVEY TOKO 2 SURVEY TOKO 3 HARGA DIPAKAI

5 6 7 8

Rp 75,000.00 Rp 70,000.00 Rp 80,000.00 Rp 70,000.00 Rp 110,000.00 Rp 110,000.00 Rp 120,000.00 Rp 110,000.00 Rp 130,000.00 Rp 130,000.00 Rp 135,000.00 Rp 130,000.00

Rp 134,460.00 Rp 125,000.00 Rp 120,000.00 Rp 130,000.00 Rp 120,000.00 Rp 160,000.00 Rp 155,000.00 Rp 165,000.00 Rp 155,000.00 Rp 150,000.00 Rp 150,000.00 Rp 150,000.00 Rp 150,000.00

Rp 201,500.00 Rp 180,000.00 Rp 175,000.00 Rp 185,000.00 Rp 175,000.00 Rp 155,000.00 Rp 155,000.00 Rp 160,000.00 Rp 155,000.00 Rp 475.00 Rp 475.00 Rp 500.00 Rp 475.00 Rp 54,000.00 Rp 54,000.00 Rp 54,000.00 Rp 54,000.00 Rp 22,500.00 Rp 22,500.00 Rp 1,270.00 Rp 1,240.00 Rp 1,280.00 Rp 1,240.00 Rp 63,500.00 Rp 62,000.00 Rp 64,000.00 Rp 62,000.00

Rp 2,140.00 Rp 9,000.00 Rp 9,000.00 Rp 9,000.00 Rp 9,000.00

Rp 7,500.00 Rp 7,500.00 Rp 7,500.00 Rp 7,500.00 Rp 27,000.00 Rp 27,000.00 Rp 28,000.00 Rp 27,000.00

Rp - Rp 11,000.00 Rp 11,000.00 Rp 11,500.00 Rp 11,000.00


Rp 24,620.00 Rp 15,000.00 Rp 15,000.00 Rp 16,000.00 Rp 15,000.00


Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 3,300,000.00 Rp 3,300,000.00 Rp 3,300,000.00 Rp 3,300,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 8,000.00 Rp 8,000.00 Rp 8,000.00 Rp 8,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,500,000.00

Rp 75,000.00 Rp 75,000.00 Rp 75,000.00 Rp 75,000.00



Rp 17,750.00 Rp 5,310.00


Rp - Rp 19,780.00

Rp 64,800.00 Rp 63,800.00 Rp 63,800.00 Rp 63,800.00 Rp 50,900.00 Rp 50,800.00 Rp 50,800.00 Rp 50,800.00 Rp 4,260.00 Rp 4,260.00 Rp 4,260.00 Rp 4,260.00 Rp 1,000.00 Rp 1,000.00 Rp 1,000.00 Rp 1,000.00 Rp 400.00 Rp 400.00 Rp 400.00 Rp 400.00 Rp 300.00 Rp 300.00 Rp 300.00 Rp 300.00 Rp 16,000.00 Rp 15,500.00 Rp 16,500.00 Rp 15,500.00 Rp 73,800.00 Rp 73,800.00 Rp 73,800.00 Rp 73,800.00


Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 2,500.00 Rp 2,500.00 Rp 2,500.00 Rp 2,500.00 Rp 1,000.00 Rp 1,000.00 Rp 1,000.00 Rp 1,000.00 Rp 59,000.00 Rp 59,000.00 Rp 59,000.00 Rp 13,890.00 Rp 3,300.00 Rp 3,300.00 Rp 3,300.00 Rp 3,300.00

Rp 35,000.00 Rp 35,000.00 Rp 35,000.00 Rp 35,000.00 Rp 55,000.00 Rp 55,000.00 Rp 55,000.00 Rp 55,000.00 Rp 170,000.00 Rp 170,000.00 Rp 170,000.00 Rp 170,000.00 Rp 20,000.00 Rp 20,000.00 Rp 20,000.00 Rp 20,000.00 Rp 39,900.00 Rp 39,900.00 Rp 39,900.00 Rp 39,900.00 Rp 180,000.00 Rp 180,000.00 Rp 180,000.00 Rp 180,000.00 Rp 280,000.00 Rp 280,000.00 Rp 280,000.00 Rp 280,000.00 Rp 598,900.00 Rp 598,900.00 Rp 598,900.00 Rp 598,900.00 Rp 5,500.00 Rp 5,000.00 Rp 5,600.00 Rp 5,000.00 Rp 2,000.00 Rp 2,000.00 Rp 2,000.00 Rp 2,000.00 Rp 11,000.00 Rp 11,000.00 Rp 11,000.00 Rp 11,000.00


Rp 187,600.00 Rp 187,600.00 Rp 187,600.00 Rp 187,600.00 Rp 10,600.00 Rp 10,600.00 Rp 10,600.00 Rp 10,600.00 Rp 65,000.00 Rp 65,000.00 Rp 65,000.00 Rp 65,000.00 Rp 12,000.00 Rp 12,000.00 Rp 12,000.00 Rp 12,000.00 Rp 15,000.00 Rp 15,000.00 Rp 15,000.00 Rp 15,000.00 Rp 7,500.00 Rp 7,500.00 Rp 7,500.00 Rp 7,500.00

Rp 95,000.00 Rp 95,000.00 Rp 95,000.00 Rp 95,000.00 Rp 36,000.00 Rp 36,000.00 Rp 36,000.00 Rp 36,000.00 Rp 220,000.00 Rp 220,000.00 Rp 220,000.00 Rp 220,000.00 Rp 265,000.00 Rp 265,000.00 Rp 265,000.00 Rp 265,000.00 Rp 27,000.00 Rp 27,000.00 Rp 27,000.00 Rp 27,000.00 Rp 125,000.00 Rp 125,000.00 Rp 125,000.00 Rp 125,000.00 Rp 550,000.00 Rp 550,000.00 Rp 550,000.00 Rp 550,000.00

Rp 180,000.00 Rp 180,000.00 Rp 180,000.00 Rp 180,000.00 Rp 29,900.00 Rp 29,900.00 Rp 29,900.00 Rp 29,900.00 Rp 14,000.00 Rp 14,000.00 Rp 14,000.00 Rp 14,000.00 Rp 8,000.00 Rp 8,000.00 Rp 8,000.00 Rp 8,000.00 Rp 8,800.00 Rp 8,800.00 Rp 8,800.00 Rp 8,800.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 22,000.00 Rp 45,000.00 Rp 45,000.00 Rp 45,000.00 Rp 45,000.00 Rp 45,900.00 Rp 45,900.00 Rp 45,900.00 Rp 45,900.00 Rp 15,400.00 Rp 15,400.00 Rp 15,400.00 Rp 15,400.00 Rp 13,750.00 Rp 13,750.00 Rp 13,750.00 Rp 13,750.00 Rp 9,000.00 Rp 9,000.00 Rp 9,000.00 Rp 9,000.00

Rp 10,000.00 Rp 10,000.00 Rp 10,000.00 Rp 10,000.00

REKAPITULASI KEBUTUHAN UPAH DAN BAHANDESA PANYAUNGAN JAYA

HARGA JUMLAH NO JENIS BAHAN VOLUME SATUAN SATUAN HARGA

1 2 3 4 5 6

I UPAH/ JASA

1 Pekerja 927.93 Org/Hr/8 Jam 50,000 46,396,677

2 Tukang Batu 337.56 Org/Hr/8 Jam 60,000 20,253,611

3 Kepala Tukang Batu 108.85 Org/Hr/8 Jam 65,000 7,075,363

4 Tukang Kayu 222.29 Org/Hr/8 Jam 60,000 13,337,551

5 Kepala Tukang Kayu 131.15 Org/Hr/8 Jam 65,000 8,524,609

6 Tukang Cat/Pelitur 121.55 Org/Hr/8 Jam 60,000 7,293,276

7 Kepala Tukang Cat/Pelitur 15.18 Org/Hr/8 Jam 65,000 986,684

8 Tukang Besi Beton Terampil 107.01 Org/Hr/8 Jam 60,000 6,420,437

9 Kepala Tukang Besi Beton 95.60 Org/Hr/8 Jam 65,000 6,213,769

10 M a n d o r 4.00 Org/Hr/8 Jam 70,000 280,000

11 Pekerja Baja Ringan 35.86 Org/Hr/8 Jam 50,000 1,792,850

12 Tukang Baja Ringan 20.65 Org/Hr/8 Jam 60,000 1,239,240

13 Kepala Tukang Baja Ringan 5.13 Org/Hr/8 Jam 65,000 333,385

14 Mandor Baja Ringan 4.11 Org/Hr/8 Jam 70,000 287,546

JUMLAH I 120,434,998

II ALAT

1 Alat Bantu Kerja Pemasangan Krangka Atap Baja Ringan 2.00 ls 4,260 8,520

JUMLAH II 8,520

III BAHAN

1 Tanah Urug 17.31 M3 70,000 1,212,015

2 Pasir Urug 99.49 M3 110,000 10,944,198

3 Pasir Pasang 145.09 M3 120,000 17,410,397

4 Pasir Beton 12.00 M3 155,000 1,860,267

5 Batu Pecah Mesin 2/3 18.45 M3 175,000 3,228,242

6 Batu Belah Pondasi 58.71 M3 155,000 9,099,418

7 Batu Alam 50.40 M2 150,000 7,560,000

8 Bata Merah Bakar Kelas II 22684.06 Bh 475 10,774,927

9 Semen PC D N SII 24674.20 Kg 1,240 30,596,004

10 Semen Warna 373.31 Kg 9,000 3,359,783

11 Plamir tembok 74.59 Kg 7,500 559,440

12 Cat Tembok Set Metrolite 81.59 Kg 27,000 2,202,795

13 Rool Cat Tembok 6.00 Bh 30,000 180,060

14 Kuwas 6.00 Bh 10,000 60,000


1 2 3 4 5 6

15 Amplas 232.00 Lbr 2,000 464,000

16 Meni Kayu/Besi 5.74 Kg 15,000 86,152

17 Cat Kayu Glotex 6.88 Kg 30,000 206,352

18 Plamir Kayu Kansai 2.85 Kg 25,000 71,363

19 Kayu Terentang 1.66 M3 2,500,000 4,143,900

20 Kayu Balok / Papan Kelas II 10.20 M3 3,300,000 33,671,616

21 List Profil 4 Cm 120.00 M' 8,000 960,000

22 GRC board 6 mm 49.70 Lbr 75,000 3,727,500

23 Rangka Hollow 40x40 291.84 kg 11,000 3,210,222

24 Keramik Lantai 30 x 30 warna muka kasar kw II 30.60 M2 53,000 1,621,800

25 Keramik Lantai 20 x 20 DN Bercorak Berwarna Kw. II 51.00 M2 45,000 2,295,000

26 Keramik Dinding 20 x 25 DN Berwarna Kw. II 126.18 M2 57,000 7,192,260

27 Besi Beton U. 24 Rata-rata 3500.46 Kg 13,000 45,506,019

28 Kawat Beton 50.51 Kg 21,000 1,060,782

29 Paku Sekrup 3" - 5" 414.00 bh 1,000 414,000

30 110.40 bh 1,000 110,400

31 Main Truss C-75-75 69.69 M2 63,800 4,446,222

32 Roof Batten / Reng 69.69 M2 50,800 3,540,252

33 Wall Plate 69.69 M2 15,500 1,080,195

34 Screw 12-14x20 690.00 Pcs 400 276,000

35 Screw 10-16x16 1380.00 Pcs 300 414,000

36 Dynabolt D-12mm 69.00 Pcs 1,000 69,000

37 Seng Glb BJLS 28 (80 x 180 cm) 19.80 M2 60,000 1,188,000

38 20.40 M2 73,800 1,505,520

39 Kaca Polos 5 MM 1.80 M2 136,000 244,800

40 Paku 4 - 7 Cm 1.74 Kg 22,000 38,386

41 Paku 8 - 12 Cm 154.17 Kg 22,000 3,391,728

42 20.00 Bh 35,000 700,000

43 Kran Air Standard 1/2 " 34.00 Bh 55,000 1,870,000

44 Kloset Jongkok DN Merek " INA 12.00 Bh 170,000 2,040,000

45 Pipa PVC AW Wavin Dia. 1/2" 90.00 Btg 20,000 1,800,000

46 Pipa PVC AW Wavin Dia. 1" 24.00 Btg 39,900 957,600

47 Pipa PVC AW Wavin Dia. 4" 48.00 Btg 280,000 13,440,000

48 Lem Paralon 20.00 btg 5,000 100,000

49 Solatif Ledeng 40.00 bh 2,000 80,000

50 Water Profing 7.02 kg 11,000 77,220

51 69.00 M2 58,000 4,002,000

52 18.40 M1 37,500 690,000

53 Pas. Stop Kontak Brocco 18.00 bh 10,600 190,800

54 Instalasi Titik Lampu 18.00 ttk 95,000 1,710,000

Paku Atap ( Roof Drilling Screw ) Uk-4*20



Atap Mettal Roof (Lapis Pasir)

Plashing Listplank Atap Mettal ( Lapi Pasir )


1 2 3 4 5 6

55 2.00 bh 12,000 24,000

56 2.00 bh 15,000 30,000

57 18.00 btg 7,500 135,000

58 Instalasi Titik Lampu/Stop Kontak 18.00 ttk 95,000 1,710,000

59 Lampu PLC 18 Watt 40.00 bh 36,000 1,440,000

60 Pemasangan listrik baru 900 watt 1.00 unit 1,700,000 1,700,000

61 MCB 1.00 unit 187,600 187,600

62 Lampu taman 4.00 unit 550,000 2,200,000

63 Kunci Pintu 2 Slaagh 18.00 Bh 180,000 3,240,000

64 Slot Jendela 2.00 Bh 8,000 16,000

65 Kait Angin Jendela Biasa 4.00 Bh 8,800 35,200

66 Engsel Pintu 54.00 Bh 13,750 742,500

67 Engsel Jendela 4.00 Bh 9,000 36,000

68 Greas Treap 2.00 unit 2,000,000 4,000,000

69 Rumput gajah mini 90.00 m2 15,000 1,350,000

70 Gantungan Baju 4.00 bh 15,000 60,000

71 Tempat Sampah kecil (B3) 6.00 bh 15,000 90,000

72 Tempat Sampah 3 warna (42 ltr) 6.00 bh 135,000 810,000

73 Sapu Plastik 4.00 bh 15,000 60,000

74 Sapu Lidi 4.00 bh 8,000 32,000

75 Pengki 4.00 bh 8,000 32,000

76 Gayung 16.00 bh 8,000 128,000

77 Ember/jolang 16.00 bh 20,000 320,000

JUMLAH III 266,018,934

JUMLAH TOTAL I+II+III 386,462,452

DI BULATKAN 386,462,000

Saklar Tunggal Brocco ( Standard )

Saklar Ganda Brocco ( Standard )

Pipa Condute ( Spareng Cable )

REKAPITULASI KEBUTUHAN UPAH DAN BAHANKAMPUNG PANYAUNGAN BARAT DESA PANYAUNGAN JAYA


1 2 3 4 5 6

I UPAH/ JASA

1 Pekerja 462.97 Org/Hr/8 Jam 50,000.00 23,148,338

2 Tukang Batu 164.78 Org/Hr/8 Jam 60,000.00 9,886,805

3 Kepala Tukang Batu 51.93 Org/Hr/8 Jam 65,000.00 3,375,181

4 Tukang Kayu 111.15 Org/Hr/8 Jam 60,000.00 6,668,776

5 Kepala Tukang Kayu 63.07 Org/Hr/8 Jam 65,000.00 4,099,805

6 Tukang Cat/Pelitur 60.28 Org/Hr/8 Jam 60,000.00 3,616,638

7 Kepala Tukang Cat/Pelitur 7.59 Org/Hr/8 Jam 65,000.00 493,342

8 Tukang Besi Beton Terampil 53.50 Org/Hr/8 Jam 60,000.00 3,210,218

9 Kepala Tukang Besi Beton 47.80 Org/Hr/8 Jam 65,000.00 3,106,884

10 M a n d o r 2.00 Org/Hr/8 Jam 70,000.00 140,000

11 Pekerja Baja Ringan 17.93 Org/Hr/8 Jam 50,000.00 896,425

12 Tukang Baja Ringan 10.33 Org/Hr/8 Jam 60,000.00 619,620

13 Kepala Tukang Baja Ringan 2.56 Org/Hr/8 Jam 65,000.00 166,693

14 Mandor Baja Ringan 2.05 Org/Hr/8 Jam 70,000.00 143,773

JUMLAH I 59,572,499

II ALAT

1 Alat Bantu Kerja Pemasangan Krangka Atap Baja Ringan 1.00 ls 4,260.00 4,260

JUMLAH II 4,260

III BAHAN

1 Tanah Urug 8.66 M3 70,000 606,008

2 Pasir Urug 49.70 M3 110,000 5,466,753

3 Pasir Pasang 72.30 M3 120,000 8,676,218

4 Pasir Beton 5.94 M3 155,000 920,717



7 Batu Alam 25.20 M2 150,000 3,780,000


9 Semen PC D N SII 12280.86 Kg 1,240 15,228,270

10 Semen Warna 186.65 Kg 9,000 1,679,891

11 Plamir tembok 37.30 Kg 7,500 279,720



14 Kuwas 3.00 Bh 10,000 30,000

15 Amplas 116.00 Lbr 2,000 232,000

16 Meni Kayu/Besi 2.87 Kg 15,000 43,076


1 2 3 4 5 6



19 Kayu Terentang 0.83 M3 2,500,000 2,071,950


21 List Profil 4 Cm 60.00 M' 8,000 480,000

22 GRC board 6 mm 24.85 Lbr 75,000 1,863,750


24 Keramik Lantai 30 x 30 warna muka kasar kw II 15.30 M2 53,000 810,900




28 Kawat Beton 25.26 Kg 21,000 530,391

29 Paku Sekrup 3" - 5" 207.00 bh 1,000 207,000

30 55.20 bh 1,000 55,200

31 Main Truss C-75-75 34.85 M2 63,800 2,223,111


33 Wall Plate 34.85 M2 15,500 540,098

34 Screw 12-14x20 345.00 Pcs 400 138,000

35 Screw 10-16x16 690.00 Pcs 300 207,000

36 Dynabolt D-12mm 34.50 Pcs 1,000 34,500

37 Seng Glb BJLS 28 (80 x 180 cm) 9.90 M2 60,000 594,000

38 10.20 M2 73,800 752,760

39 Kaca Polos 5 MM 0.90 M2 136,000 122,400

40 Paku 4 - 7 Cm 0.87 Kg 22,000 19,193

41 Paku 8 - 12 Cm 77.08 Kg 22,000 1,695,864

42 10.00 Bh 35,000 350,000

43 Kran Air Standard 1/2 " 16.00 Bh 55,000 880,000


45 Pipa PVC AW Wavin Dia. 1/2" 44.00 Btg 20,000 880,000



48 Lem Paralon 10.00 btg 5,000 50,000


50 Water Profing 3.51 kg 11,000 38,610

51 34.50 M2 58,000 2,001,000

52 9.20 M1 37,500 345,000


54 Instalasi Titik Lampu 9.00 ttk 95,000 855,000

55 1.00 bh 12,000 12,000

56 1.00 bh 15,000 15,000

57 9.00 btg 7,500 67,500










1 2 3 4 5 6

58 Instalasi Titik Lampu/Stop Kontak 9.00 ttk 95,000 855,000

59 Lampu PLC 18 Watt 20.00 bh 36,000 720,000

60 MCB 1.00 unit 187,600 187,600

61 Lampu taman 2.00 unit 550,000 1,100,000


63 Slot Jendela 1.00 Bh 8,000 8,000


65 Engsel Pintu 27.00 Bh 13,750 371,250


67 Greas Treap 1.00 unit 2,000,000 2,000,000

68 Rumput gajah mini 45.00 m2 15,000 675,000




72 Sapu Plastik 2.00 bh 15,000 30,000

73 Sapu Lidi 2.00 bh 8,000 16,000

74 Pengki 2.00 bh 8,000 16,000

75 Gayung 8.00 bh 8,000 64,000

76 Ember/jolang (40 ltr) 8.00 bh 20,000 160,000




JADUAL WAKTU PELAKSANAAN

Program : SANITASI BERBASIS MASYARAKAT

Lokasi : Kp Panyaungan Girang Desa Panyaungan jaya

Tahun : 2012

Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT

No. URAIAN PEKERJAAN BIAYA BOBOT

BULAN/MINGGU

PROGRES BULAN 1 BULAN 2 BULAN 3

M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12

I. PEKERJAAN PERSIAPAN 8,339,318 4.249 4.25

II. PEKERJAAN TANAH DAN PONDASI

Galian Tanah Untuk Pondasi 1,132,657 0.577 0.58

Urugan Tanah kembali 82,460 0.042 0.04

Pemadatan Tanah (per 20 cm) 2,280,000 1.162 1.16

Urugan Pasir Bawah Pondasi + lantai 217,894 0.111 0.11

Pek. Pasangan Batu kosong 1,227,524 0.626 0.31 0.31

Pek. Pondasi Batu Kali ad. 1:4 11,834,950 6.031 3.02 3.02

Pek. Pondasi Rollag 382,200 0.195 0.19

III. PEKERJAAN PONDASI DAN BETON

Pek. Sloof 12/20 beton Site Mix K.175 8,530,650 4.347 1.45 1.45 1.45

Pek. Kolom teras 12/20 beton Site Mix K.175 3,798,144 1.935 0.65 0.65 0.65

Pek. Kolom struktur 15/20 beton Site Mix K.175 2,208,612 1.125 0.38 0.38 0.38

Pek. Kolom praktis 12/12 beton Site Mix K.175 5,787,648 2.949 0.98 0.98 0.98

Pek. Balok teras 12/20 beton Site Mix K.175 3,134,976 1.597 0.53 0.53 0.53

Pek. Balok teras 12/30 beton Site Mix K.175 2,444,044 1.245 0.62 0.62

Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 8,291,016 4.225 1.41 1.41 1.41

Pek. Dak Atap Beton 10 cm beton Site Mix K.175 7,904,506 4.028 1.34 1.34 1.34

Pek. Kolom 15/15 beton Site Mix K.175 4,310,140 2.196 2.20

IV. PEKERJAAN DINDING DAN PLESTERAN

Pek. Dinding bata ad. 1:4 9,660,242 4.923 1.64 1.64 1.64

Pek. Plesteran dinding ad. 1:4 + acian 9,390,833 4.785 2.39 2.39

Pek. Plesteran beton ad 1:4 + acian 351,360 0.179 0.09 0.09

V. PEKERJAAN LANTAI

Pek. Lantai keramik 20x20 cm setara KW II 3,603,150 1.836 0.46 0.46 0.46 0.46

Pek. Lantai keramik dinding 20x25 cm setara KW II 11,652,723 5.938 1.48 1.48 1.48 1.48

Pek. Lantai keramik 30x30 cm setara KW II 2,273,580 1.159 0.39 0.39 0.39

Pek. Pasangan Batu alam 6,158,880 3.138 1.57 1.57

VI. PEKERJAAN KUSEN PINTU DAN JENDELA 9,745,007 4.966 2.48 2.48

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA 2,731,690 1.392 1.39

VIII. PEKERJAAN ATAP DAN PLAFOND 14,435,178 7.356 1.84 1.84 1.84 1.84

IX. PEKERJAAN PENGECATAN 9,068,050 4.621 1.16 1.16 1.16 1.16

X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR 5,388,400 2.746 2.75

XI PEKERJAAN SANITASI 7,331,800 3.736 1.87 1.87

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK 2,016,522 1.028 1.03

XIII PEKERJAAN BAK KONTROL 190,128 0.097 0.10

XIV PEKERJAAN IPAL 17,902,497 9.123 4.56 4.56

XV PEKERJAAN TOWER AIR 2,079,627 1.060 0.35 0.35 0.35

XVI PEKERJAAN LANDSCAPE 945,000 0.482 0.48

XVII PENGADAAN ALAT KEBERSIHAN 1,546,000 0.788 0.79

XVIII PEKERJAAN PEMAGARAN 7,867,260 4.009 1.34 1.34 1.34

JUMLAH 196,244,665.21 100.000 4.25 5.22 11.20 13.25 15.55 17.78 8.92 6.09 7.25 2.84 4.37 3.28

JUMLAH KUMULATIF 0.000 4.25 9.47 20.67 33.93 49.47 67.25 76.17 82.26 89.51 92.36 96.72 100.00

REALISASI PROGRESS 0.000

REALISASI PROGRESS KUMULATIF

DEVIASI 0.000

0

20

40

60

80

100

JADUAL WAKTU PELAKSANAAN

Program : SANITASI BERBASIS MASYARAKAT

Lokasi : Kp Panyaungan Barat Desa Panyaungan jaya

Tahun : 2012

Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT

No. URAIAN PEKERJAAN BIAYA BOBOT

BULAN/MINGGU

PROGRES BULAN 1 BULAN 2 BULAN 3

M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12

I. PEKERJAAN PERSIAPAN 8,339,318 4.331 4.33


Galian Tanah Untuk Pondasi 1,132,657 0.588 0.59

Urugan Tanah kembali 82,460 0.043 0.04

Pemadatan Tanah (per 20 cm) 2,280,000 1.184 1.18

Urugan Pasir Bawah Pondasi + lantai 217,894 0.113 0.11

Pek. Pasangan Batu kosong 1,227,524 0.638 0.32 0.32

Pek. Pondasi Batu Kali ad. 1:4 11,834,950 6.147 3.07 3.07

Pek. Pondasi Rollag 382,200 0.199 0.20

III. PEKERJAAN PONDASI DAN BETON

Pek. Sloof 12/20 beton Site Mix K.175 8,530,650 4.431 1.48 1.48 1.48

Pek. Kolom teras 12/20 beton Site Mix K.175 3,798,144 1.973 0.66 0.66 0.66

Pek. Kolom struktur 15/20 beton Site Mix K.175 2,208,612 1.147 0.38 0.38 0.38

Pek. Kolom praktis 12/12 beton Site Mix K.175 5,787,648 3.006 1.00 1.00 1.00

Pek. Balok teras 12/20 beton Site Mix K.175 3,134,976 1.628 0.54 0.54 0.54

Pek. Balok teras 12/30 beton Site Mix K.175 2,444,044 1.269 0.63 0.63

Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 8,291,016 4.306 1.44 1.44 1.44

Pek. Dak Atap Beton 10 cm beton Site Mix K.175 7,904,506 4.106 1.37 1.37 1.37

Pek. Kolom 15/15 beton Site Mix K.175 4,310,140 2.239 2.24

IV. PEKERJAAN DINDING DAN PLESTERAN

Pek. Dinding bata ad. 1:4 9,660,242 5.018 1.67 1.67 1.67

Pek. Plesteran dinding ad. 1:4 + acian 9,390,833 4.878 2.44 2.44

Pek. Plesteran beton ad 1:4 + acian 351,360 0.182 0.09 0.09

V. PEKERJAAN LANTAI

Pek. Lantai keramik 20x20 cm setara KW II 3,603,150 1.871 0.47 0.47 0.47 0.47

Pek. Lantai keramik dinding 20x25 cm setara KW II 11,652,723 6.052 1.51 1.51 1.51 1.51

Pek. Lantai keramik 30x30 cm setara KW II 2,273,580 1.181 0.39 0.39 0.39

Pek. Pasangan Batu alam 6,158,880 3.199 1.60 1.60

VI. PEKERJAAN KUSEN PINTU DAN JENDELA 9,745,007 5.062 2.53 2.53

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA 2,731,690 1.419 1.42

VIII. PEKERJAAN ATAP DAN PLAFOND 14,435,178 7.498 1.87 1.87 1.87 1.87

IX. PEKERJAAN PENGECATAN 9,068,050 4.710 1.18 1.18 1.18 1.18

X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR 3,876,000 2.013 2.01

XI PEKERJAAN SANITASI 7,206,800 3.743 1.87 1.87

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK 2,016,522 1.047 1.05

XIII PEKERJAAN BAK KONTROL 190,128 0.099 0.10

XIV PEKERJAAN IPAL 17,902,497 9.299 4.65 4.65

XV PEKERJAAN LANDSCAPE 945,000 0.491 0.49

XVI PENGADAAN ALAT KEBERSIHAN 1,546,000 0.803 0.80

XVII PEKERJAAN PEMAGARAN 7,867,260 4.086 1.36 1.36 1.36

JUMLAH 192,527,638.32 100.000 4.33 5.32 11.42 14.14 15.81 16.67 9.10 5.85 7.03 2.54 4.45 3.34

JUMLAH KUMULATIF 0.000 4.33 9.65 21.07 35.22 51.03 67.70 76.79 82.64 89.67 92.21 96.66 100.00

REALISASI PROGRESS 0.000

REALISASI PROGRESS KUMULATIF

DEVIASI 0.000

0

20

40

60

80

100

REKAPITULASI KEBUTUHAN UPAH DAN BAHANKAMPUNG PANYAUNGAN GIRANG DESA PANYAUNGAN JAYA


1 2 3 4 5 6

I UPAH/ JASA

1 Pekerja 464.97 Org/Hr/8 Jam 50,000 23,248,338

2 Tukang Batu 172.78 Org/Hr/8 Jam 60,000 10,366,805

3 Kepala Tukang Batu 56.93 Org/Hr/8 Jam 65,000 3,700,181

4 Tukang Kayu 111.15 Org/Hr/8 Jam 60,000 6,668,776

5 Kepala Tukang Kayu 68.07 Org/Hr/8 Jam 65,000 4,424,805

6 Tukang Cat/Pelitur 61.28 Org/Hr/8 Jam 60,000 3,676,638

7 Kepala Tukang Cat/Pelitur 7.59 Org/Hr/8 Jam 65,000 493,342

8 Tukang Besi Beton Terampil 53.50 Org/Hr/8 Jam 60,000 3,210,218

9 Kepala Tukang Besi Beton 47.80 Org/Hr/8 Jam 65,000 3,106,884

10 M a n d o r 2.00 Org/Hr/8 Jam 70,000 140,000

11 Pekerja Baja Ringan 17.93 Org/Hr/8 Jam 50,000 896,425

12 Tukang Baja Ringan 10.33 Org/Hr/8 Jam 60,000 619,620

13 Kepala Tukang Baja Ringan 2.56 Org/Hr/8 Jam 65,000 166,693

14 Mandor Baja Ringan 2.05 Org/Hr/8 Jam 70,000 143,773

JUMLAH I 60,862,499

II ALAT

1 Alat Bantu Kerja Pemasangan Krangka Atap Baja Ringan 1.00 ls 4,260.00 4,260

JUMLAH II 4,260

III BAHAN

1 Tanah Urug 8.66 M3 70,000 606,008

2 Pasir Urug 49.79 M3 110,000 5,477,445

3 Pasir Pasang 72.78 M3 120,000 8,734,178

4 Pasir Beton 6.06 M3 155,000 939,550



7 Batu Alam 25.20 M2 150,000 3,780,000


9 Semen PC D N SII 12393.33 Kg 1,240 15,367,733

10 Semen Warna 186.65 Kg 9,000 1,679,891

11 Plamir tembok 37.30 Kg 7,500 279,720



14 Kuwas 3.00 Bh 10,000 30,000


1 2 3 4 5 6

15 Amplas 116.00 Lbr 2,000 232,000

16 Meni Kayu/Besi 2.87 Kg 15,000 43,076



19 Kayu Terentang 0.83 M3 2,500,000 2,071,950


21 List Profil 4 Cm 60.00 M' 8,000 480,000

22 GRC board 6 mm 24.85 Lbr 75,000 1,863,750


24 Keramik Lantai 30 x 30 warna muka kasar kw II 15.30 M2 53,000 810,900




28 Kawat Beton 25.26 Kg 21,000 530,391

29 Paku Sekrup 3" - 5" 207.00 bh 1,000 207,000

30 55.20 bh 1,000 55,200

31 Main Truss C-75-75 34.85 M2 63,800 2,223,111


33 Wall Plate 34.85 M2 15,500 540,098

34 Screw 12-14x20 345.00 Pcs 400 138,000

35 Screw 10-16x16 690.00 Pcs 300 207,000

36 Dynabolt D-12mm 34.50 Pcs 1,000 34,500

37 Seng Glb BJLS 28 (80 x 180 cm) 9.90 M2 60,000 594,000

38 10.20 M2 73,800 752,760

39 Kaca Polos 5 MM 0.90 M2 136,000 122,400

40 Paku 4 - 7 Cm 0.87 Kg 22,000 19,193

41 Paku 8 - 12 Cm 77.08 Kg 22,000 1,695,864

42 10.00 Bh 35,000 350,000

43 Kran Air Standard 1/2 " 18.00 Bh 55,000 990,000


45 Pipa PVC AW Wavin Dia. 1/2" 46.00 Btg 20,000 920,000



48 Lem Paralon 10.00 btg 5,000 50,000


50 Water Profing 3.51 kg 11,000 38,610

51 34.50 M2 58,000 2,001,000

52 9.20 M1 37,500 345,000


54 Instalasi Titik Lampu 9.00 ttk 95,000 855,000







1 2 3 4 5 6

55 1.00 bh 12,000 12,000

56 1.00 bh 15,000 15,000

57 9.00 btg 7,500 67,500

58 Instalasi Titik Lampu/Stop Kontak 9.00 ttk 95,000 855,000

59 Lampu PLC 18 Watt 20.00 bh 36,000 720,000

60 Pemasangan listrik baru 900 watt 1.00 unit 1,700,000 1,700,000

61 Lampu taman 2.00 unit 550,000 1,100,000


63 Slot Jendela 1.00 Bh 8,000 8,000


65 Engsel Pintu 27.00 Bh 13,750 371,250


67 Greas Treap 1.00 unit 2,000,000 2,000,000

68 Rumput gajah mini 45.00 m2 15,000 675,000




72 Sapu Plastik 2.00 bh 15,000 30,000

73 Sapu Lidi 2.00 bh 8,000 16,000

74 Pengki 2.00 bh 8,000 16,000

75 Gayung 8.00 bh 8,000 64,000

76 Ember/jolang (40 ltr) 8.00 bh 20,000 160,000







RENCANA ANGGARAN BIAYA

Program : SANITASI BERBASIS MASYARAKATLokasi : Kp Panyaungan Girang Desa Panyaungan jayaTahun : 2012Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT

NO. URAIAN PEKERJAAN VOLUME BAHAN UPAH BAHAN UPAH

(Rp.) (Rp.) (Rp.) (Rp.)

1 2 3 4 5 6 7 5

A PEKERJAAN PEMBANGUNAN SARANA SANITASI

I. PEKERJAAN PERSIAPAN

1 Pengukuran dan Pasang Bouwplank 43.62 M' 47,940 12,000 2,091,143 523,440 2,614,582.80

2 Los Kerja/Gudang 9.00 m2 443,415 30,000 3,990,735 270,000 4,260,735.00

3 Pembersihan lahan 50.00 - 2,280 - 114,000 114,000.00 - - 6,989,317.80

II. Pekerjaan Tanah Dan Pondasi - -

1 Galian Tanah Untuk Pondasi 28.86 - 39,250 - 1,132,657 1,132,656.88

2 Urugan Tanah kembali 7.21 500 10,930 3,607 78,853 82,460.31

3 Pemadatan Tanah (per 20 cm) 20.00 85,500 28,500 1,710,000 570,000 2,280,000.00

4 Urugan Pasir Bawah Pondasi + lantai 1.48 132,000 15,700 194,733 23,161 217,894.43

5 Pek. Pasangan Batu kosong 4.08 233,455 67,665 951,749 275,857 1,227,606.02

6 Pek. Pondasi Batu Kali ad. 1:4 20.38 m3 450,495 130,125 9,182,890 2,652,468 11,835,358.08

7 Pek. Pondasi Rollag 2.10 m2 134,127 47,900 281,667 100,590 382,256.70 - - 17,158,232.40

III PEKERJAAN PONDASI DAN BETON - -

1 Pek. Sloof 12/20 beton Site Mix K.175 1.84 m3 3,898,605 730,642 7,178,423 1,345,316 8,523,739.30

2 Pek. Kolom teras 12/20 beton Site Mix K.175 0.76 m3 4,171,435 848,808 3,153,605 641,699 3,795,303.96

3 Pek. Kolom struktur 15/20 beton Site Mix K.175 0.42 m3 4,335,135 919,708 1,820,757 386,278 2,207,034.20

4 Pek. Kolom praktis 12/12 beton Site Mix K.175 1.15 m3 4,171,435 848,808 4,805,493 977,827 5,783,320.32

5 Pek. Balok teras 12/20 beton Site Mix K.175 0.62 m3 4,171,435 848,808 2,602,975 529,656 3,132,631.84

6 Pek. Balok 12/30 beton Site Mix K.175 0.30 m3 6,466,585 1,768,748 1,918,248 524,682 2,442,929.28

7 Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 1.56 m3 4,420,335 882,498 6,906,331 1,378,815 8,285,146.80

8 Pek. Dak Atap Beton 10 cm beton Site Mix K.175 2.01 m3 3,303,415 626,425 6,639,864 1,259,114 7,898,978.40

9 Pek. Kolom 15/15 beton Site Mix K.175 0.81 m3 4,378,795 938,615 3,546,824 760,278 4,307,102.10 - - - - - 46,376,186.20

IV PEKERJAAN DINDING DAN PLESTERAN - -

1 Pek. Dinding bata ad. 1:4 128.29 m2 52,580 22,700 6,745,492 2,912,184 9,657,676.10

2 Pek. Plesteran dinding ad. 1:4 + acian 256.58 m2 10,561 26,025 2,709,640 6,677,498 9,387,138.01

3 Pek. Plesteran beton ad 1:4 + acian 9.60 m2 10,561 26,025 101,382 249,840 351,221.76 - - 19,396,035.88

V PEKERJAAN LANTAI - -

1 Pek. Lantai keramik 20x20 cm setara KW II 25.50 m2 80,571 60,725 2,054,561 1,548,488 3,603,048.00

2 Pek. Lantai keramik dinding 20x25 cm setara KW II 63.09 m2 106,587 78,075 6,724,574 4,925,752 11,650,325.58

4 Pek. Lantai keramik 30x30 cm setara KW II 15.30 m2 87,875 60,725 1,344,488 929,093 2,273,580.00

8 Pek. Pasangan Batu alam 25.20 m2 183,770 60,725 4,631,004 1,530,270 6,161,274.00 - - 23,688,227.58

VI. PEKERJAAN KUSEN PINTU DAN JENDELA - -

1 Pek. Daun pintu PVC - bh 250,000 50,000 - -

2 Pek. Papan jalusi kayu klas II 2.04 m2 226,300 133,000 461,652 271,320 732,972.00

3 Pek. Daun pintu panel kayu klas II 13.23 m2 262,000 216,250 3,466,260 2,860,988 6,327,247.50

4 Pek. Daun jendela kaca (tanpa kaca) kayu klas II 1.02 m2 99,000 173,000 100,980 176,460 277,440.00

5 Pek Kusen Pintu/Jendela kayu klas II 0.44 m3 3,960,000 1,510,000 1,742,796 664,551 2,407,347.00 - - - 9,745,006.50

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA - - -

1 Pas. Kunci tanam double slagh 9.00 bh 180,000 30,000 1,620,000 270,000 1,890,000.00

2 Pas. Engsel pintu 27.00 bh 13,750 9,000 371,250 243,000 614,250.00

3 Pas. Engsel jendela 2.00 bh 9,000 6,000 18,000 12,000 30,000.00

4 Pas. Kait angin 2.00 bh 8,800 6,000 17,600 12,000 29,600.00

5 Pas. Slot jendela 1.00 bh 8,000 9,000 8,000 9,000 17,000.00

6 Pas. Kaca polos 5 mm 0.90 m2 149,600 18,000 134,640 16,200 150,840.00 - - - 2,731,690.00

VIII. PEKERJAAN ATAP DAN PLAFOND - - -

1 Pek. Rangka atap baja ringan zincalum 34.50 m2 146,650 39,775 5,059,425 1,372,238 6,431,662.50

2 Pek. Atap genteng mettal roof lapis pasir 34.50 m2 63,950 10,850 2,206,275 374,325 2,580,600.00

3 Pek. Plashing / Nok Listplang ( Mettal Lapis Pasir ) 9.20 m' 43,500 33,440 400,200 307,648 707,848.00

4 Pas. Plafond GRC board tebal 6 mm + rangka hollow 24.85 m2 95,400 58,400 2,370,690 1,451,240 3,821,930.00

5 Pek. List plafond kayu klas II 60.00 m' 8,865 6,035 531,900 362,100 894,000.00 - - - - - - 14,436,040.50

HARGA SATUAN(Rp.)

JUMLAH HARGA(Rp.) TOTAL HARGA

(Rp.)

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m3

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m3

m2

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(Rp.) (Rp.) (Rp.) (Rp.)

1 2 3 4 5 6 7 5

HARGA SATUAN(Rp.)


(Rp.)

IX. PEKERJAAN PENGECATAN - - -

1 Pek. Pengecatan dinding & beton sek. Avitex 208.25 m2 7,650 27,450 1,593,113 5,716,463 7,309,575.00

2 Pek. Pengecatan plafond sek. Metrolite 24.85 m2 7,650 27,450 190,103 682,133 872,235.00

3 Pek. Pengecatan kusen pintu/jendela sek. Glotex 17.20 m2 14,482 30,650 249,026 527,057 776,082.99

4 Pek. Pengecatan Dak Beton dengan Water proofing 13.50 m2 2,836 5,365 38,279 72,421 110,700.00 - - - 9,068,592.99

X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR - - - 1 Pas. Instalasi titik lampu 9.00 ttk 95,000 855,000 - 855,000.00 2 Pas. Instalasi titik stop kontak 9.00 ttk 95,000 855,000 - 855,000.00 3 Pas. Stop kontak 9.00 bh 10,600 95,400 - 95,400.00 4 Pas. Saklar tunggal 1.00 bh 12,000 12,000 - 12,000.00 5 Pas. Saklar ganda 1.00 bh 15,000 15,000 - 15,000.00 6 Pas. Lampu PLC 18 watt 20.00 bh 36,000 720,000 - 720,000.00 7 Pemasangan listrik baru 900 watt 1.00 unit 1,700,000 1,700,000 - 1,700,000.00 8 Pas. Lampu Taman Lengkap Tiang 2.00 unit 550,000 18,000 1,100,000 36,000 1,136,000.00

- - - 5,388,400.00 XI. PEKERJAAN SANITASI - - -

1 Pas. Kloset jongkok 6.00 BH 169,950 170,950 1,019,700 1,025,700 2,045,400.00

2 Pas. Floor drain 10.00 BH 35,600 7,500 356,000 75,000 431,000.00

3 Pas. Kran air dia. 1/2" 18.00 BH 55,003 7,500 990,045 135,000 1,125,045.00 Air Bersih - - - - -

1 Pas. Pipa dia. 1/2" AW 28.00 BH 8,084 5,916 226,352 165,648 392,000.00 Air kotor - - - - -

1 Pas. Pipa dia. 1" AW 12.00 BH 16,106 5,916 193,266 70,992 264,258.00

2 Pas. Pipa dia. 4" AW 24.00 BH 114,786 13,315 2,754,852 319,548 3,074,400.00 - - - - - - 7,332,103.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK - - - Pekerjaan Tanah - - -

1 Galian Tanah 0.22 - 39,250 - 8,655 8,654.62

2 Urugan tanah kembali 0.06 500 10,930 28 603 630.08

3 Urugan Pasir 0.05 132,000 15,700 6,468 769 7,237.30 - - - -

Pekerjaan Lantai, Dinding Dan Beton - - - - Grease Treap 1.00 unit 2,000,000 2,000,000 - 2,000,000.00

- - - 2,016,522.00

XIII PEKERJAAN BAK KONTROL - - - Pekerjaan Tanah - - -

1 Galian Tanah 0.05 - 39,250 - 1,923 1,923.25


3 Urugan Pasir 0.00 132,000 15,700 594 71 664.65

Pekerjaan bak kontrol - -

1 Bak Kontrol Batu Bata Ukuran 30x30 T=35cm 1.00 unit 105,336 82,118 105,336 82,118 187,453.63 - - - 190,181.54

XIV PEKERJAAN IPAL - - -

1 Galian Tanah 18.84 - 39,250 - 739,625 739,625.12

2 Pek. Pasir urug 0.82 132,000 15,700 108,620 12,919 121,539.38

3 Pek. Lantai kerja 1.27 518,050 115,300 659,602 146,805 806,406.55

4 Pek. Plat Beton bertulang Dasar t.10cm 1.53 3,303,415 626,425 5,047,248 957,107 6,004,355.38

5 Pek. Dinding bata ad. 1:4 28.40 52,580 22,700 1,493,440 644,753 2,138,192.90

6 Pek. Plesteran dinding ad. 1:4 + acian 56.81 10,561 26,025 599,910 1,478,387 2,078,296.23

7 Pek. Plat Beton bertulang Penutup t.10cm 1.53 3,303,415 626,425 5,047,248 957,107 6,004,355.38 - - - 17,892,770.93

XV PEKERJAAN TOWER AIR - - -

1 Galian Tanah 3.38 - 39,250 - 132,469 132,468.75

2 Pek. Pasir urug 0.23 132,000 15,700 29,700 3,533 33,232.50

3 Pek. Lantai kerja 1.27 518,050 115,300 659,602 146,805 806,406.55

4 Pek. Dinding bata ad. 1:4 1.50 52,580 22,700 78,870 34,050 112,920.00

5 Pek. Plesteran dinding ad. 1:4 + acian 3.00 10,561 26,025 31,682 78,075 109,756.80

6 Pek. Plat Beton bertulang Penutup t.10cm 0.23 3,303,415 626,425 743,268 140,946 884,214.00 - - - 2,078,998.60

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m3


(Rp.) (Rp.) (Rp.) (Rp.)

1 2 3 4 5 6 7 5

HARGA SATUAN(Rp.)


(Rp.)

XVI PEKERJAAN LANDSCAPE - - -

1 Penanaman Rumput gajah mini 45.00 15,000 6,000 675,000 270,000 945,000.00 - - - 945,000.00

XVII PENGADAAN ALAT KEBERSIHAN - - -

1 Pengadaan Gantungan Baju 2.00 bh 15,000 30,000 - 30,000.00

2 Pengadaan Tempat Sampah kecil (B3) 3.00 bh 15,000 45,000 - 45,000.00

3 Pengadaan Tempat Sampah 3 warna (42 ltr) 3.00 bh 135,000 405,000 - 405,000.00

4 Sapu Plastik 2.00 bh 15,000 30,000 - 30,000.00

5 Sapu Lidi 2.00 bh 8,000 16,000 - 16,000.00

6 Pengki 2.00 bh 8,000 16,000 - 16,000.00

7 Pel Dorong #REF! bh #REF! #REF! #REF! #REF!

8 Gayung 8.00 bh 8,000 64,000 - 64,000.00

9 Ember/jolang (40 ltr) 8.00 bh 20,000 160,000 - 160,000.00 - - - #REF! - - -

XVIII PEKERJAAN PEMAGARAN - - -

1 Pas. Pagar BRC tinggi 90 cm lengkap tiang 10.20 M1 771,376 - 7,868,031 - 7,868,030.79

7,868,030.79

#REF!

#REF!

m2

REKAPITULASI RENCANA ANGGARAN BIAYA

Program : SANITASI BERBASIS MASYARAKATLokasi : DESA PANYAUNGAN JAYATahun : 2012Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT

NO. URAIAN PEKERJAAN JUMLAH (Rp.)

I PEMBANGUNAN SARANA SANITASI KP. PANYAUNGAN BARAT 198,146,000.00 II PEMBANGUNAN SARANA SANITASI KP. PANYAUNGAN GIRANG 201,863,000.00

Jumlah Total 400,009,000.00 Dibulatkan 400,009,000.00

Terbilang: Empat Ratus Juta Rupiah

Serang, Juli 2012

Mengetahui/ Menyetujui.

Kepala Desa Panyaungan Jaya Ketua KSM Sumur Tujuh

S u a r s a S u h e r i

Pejabat Pembuat Komitmen

Kab. Serang Prop. Banten

Tatang Hadiyat, ST,MTNIP. Nip. 197507222001121003




A PEKERJAAN PEMBANGUNAN SARANA SANITASI 201,863,933.21

I. PEKERJAAN PERSIAPAN 8,339,317.80

II. PEKERJAAN TANAH DAN PONDASI 17,157,686.49

III. PEKERJAAN PONDASI DAN BETON 46,409,735.61

IV PEKERJAAN DINDING DAN PLESTERAN 19,402,434.67

V PEKERJAAN LANTAI 23,688,333.00

VI. PEKERJAAN KUSEN PINTU DAN JENDELA 9,745,006.50

VII PEKERJAAN ALAT PENGGANTUNG DAN KACA 2,731,690.00

VIII PEKERJAAN ATAP DAN PLAFOND 14,435,178.00

IX PEKERJAAN PENGECATAN 9,068,049.60

X PEKERJAAN INSTALASI LISTRIK DAN ARMATUR 5,388,400.00

XI PEKERJAAN SANITASI 7,331,800.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK 2,016,522.00

XIII PEKERJAAN BAK KONTROL 190,127.92

XIV PEKERJAAN IPAL 17,902,496.72

XV PEKERJAAN BAK REMBESAN 1,701,493.00

XVI PEKERJAAN TOWER AIR 2,079,626.89

XVII PEKERJAAN LANDSCAPE 945,000.00

XVIII PENGADAAN ALAT KEBERSIHAN 1,546,000.00

XIX PEKERJAAN PEMAGARAN 7,867,260.00

XX PEKERJAAN PAVING BLOCK 3,917,775.00

Jumlah Total 201,863,933.21

Dibulatkan 201,863,000.00

Serang, Juli 2012

Di Buat Oleh:

Ketua KSM Sumur Tujuh TFL TEKNIS

S u h e r i Rika Rahmawati, ST

Di Periksa Oleh:

Ass.Monitoring & Evaluasi Senior TFL

Veni Fajarwati,ST R. SudarmanNIP. NIP. 198403132010122001



NO. URAIAN PEKERJAAN VOLUME

1 2 3 4 5



1 Pengukuran dan Pasang Bouwplank 43.62 M' 59,940.00 2,614,582.80

2 Los Kerja/Gudang 9.00 m2 473,415.00 4,260,735.00

3 Perataan tanah 50 2,280.00 114,000.00

4 Pengadaan Papan Nama KSM (Besi Plat+Tiang+Pondasi) 1 bh 1,350,000.00 1,350,000.00

Jumlah I 8,339,317.80


1 Galian Tanah Untuk Pondasi 28.86 39,250.00 1,132,656.88

2 Urugan Tanah kembali 7.21 11,430.00 82,460.31

3 Pemadatan Tanah (per 20 cm) 20.00 114,000.00 2,280,000.00

4 Urugan Pasir Bawah Pondasi + lantai 1.475 147,700.00 217,894.43

5 Pek. Pasangan Batu kosong 4.08 301,100.00 1,227,524.48

6 Pek. Pondasi Batu Kali ad. 1:4 20.38 m3 580,600.00 11,834,950.40

7 Pek. Pondasi Rollag 2.10 m2 182,000.00 382,200.00

Jumlah II 17,157,686.49

III PEKERJAAN PONDASI DAN BETON

1 Pek. Sloof 12/20 beton Site Mix K.175 1.84 m3 4,633,000.00 8,530,650.24

2 Pek. Kolom teras 12/20 beton Site Mix K.175 0.76 m3 5,024,000.00 3,798,144.00

3 Pek. Kolom struktur 15/20 beton Site Mix K.175 0.42 m3 5,258,600.00 2,208,612.00

4 Pek. Kolom praktis 12/12 beton Site Mix K.175 1.15 m3 5,024,000.00 5,787,648.00

5 Pek. Balok teras 12/20 beton Site Mix K.175 0.62 m3 5,024,000.00 3,134,976.00

6 Pek. Balok 12/30 beton Site Mix K.175 0.30 m3 8,239,090.00 2,444,043.66

7 Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 1.56 m3 5,306,590.00 8,291,016.22

8 Pek. Dak Atap Beton 12 cm beton Site Mix K.175 2.01 m3 3,932,590.00 7,904,505.90

9 Pek. Kolom 15/15 beton Site Mix K.175 0.81 m3 5,321,160.00 4,310,139.60

Jumlah III 46,409,735.61

IV PEKERJAAN DINDING DAN PLESTERAN

1 Pek. Dinding bata ad. 1:4 128.29 m2 75,300.00 9,660,241.91

2 Pek. Plesteran dinding ad. 1:4 + acian 256.58 m2 36,600.00 9,390,832.77

3 Pek. Plesteran beton ad 1:4 + acian 9.60 m2 36,600.00 351,360.00

Jumlah IV 19,402,434.67

V PEKERJAAN LANTAI

1 Pek. Lantai keramik 20x20 cm setara KW II 25.50 m2 141,300.00 3,603,150.00

2 Pek. Lantai keramik dinding 20x25 cm setara KW II 63.09 m2 184,700.00 11,652,723.00


4 Pek. Pasangan Batu alam 25.20 m2 244,400.00 6,158,880.00

Jumlah V 23,688,333.00

VI. PEKERJAAN KUSEN PINTU DAN JENDELA

1 Pek. Papan jalusi kayu klas II 2.04 m2 359,300.00 732,972.00

2 Pek. Daun pintu panel kayu klas II 13.23 m2 478,250.00 6,327,247.50

3 Pek. Daun jendela kaca (tanpa kaca) kayu klas II 1.02 m2 272,000.00 277,440.00

4 Pek Kusen Pintu/Jendela kayu klas II 0.44 m3 5,470,000.00 2,407,347.00

Jumlah VI 9,745,006.50

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA

1 Kunci Pintu handle almunium 9.00 bh 210,000.00 1,890,000.00

2 Pas. Engsel pintu 27.00 bh 22,750.00 614,250.00

3 Pas. Engsel jendela 2.00 bh 15,000.00 30,000.00

4 Pas. Kait angin 2.00 bh 14,800.00 29,600.00

5 Pas. Slot jendela 1.00 bh 17,000.00 17,000.00

6 Pas. Kaca polos 5 mm 0.90 m2 167,600.00 150,840.00

Jumlah VII 2,731,690.00

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

m3

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1 2 3 4 5

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

VIII. PEKERJAAN ATAP DAN PLAFOND

1 Pek. Rangka atap baja ringan zinggalum 34.50 m2 186,400.00 6,430,800.00

2 Pek. Atap genteng mettal roof lapis pasir 34.50 m2 74,800.00 2,580,600.00

3 Pek. Plashing / Nok Listplang ( Mettal Lapis Pasir ) 9.20 m' 76,940.00 707,848.00

4 Pas. Plafond GRC board tebal 6 mm + rangka hollow 24.85 m2 153,800.00 3,821,930.00

5 Pek. List plafond kayu klas II 60.00 m' 14,900.00 894,000.00

Jumlah VIII 14,435,178.00

IX. PEKERJAAN PENGECATAN

1 Pek. Pengecatan dinding & beton sek. Metrolite 208.25 m2 35,100.00 7,309,575.00

2 Pek. Pengecatan plafond sek. Metrolite 24.85 m2 35,100.00 872,235.00

3 Pek. Pengecatan kusen pintu/jendela sek. Glotex 17.20 m2 45,100.00 775,539.60

4 Pek. Pengecatan Dak Beton dengan Water proofing 13.50 m2 8,200.00 110,700.00

Jumlah IX 9,068,049.60 X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR

1 Pas. Instalasi titik lampu 9.00 ttk 95,000.00 855,000.00 2 Pas. Instalasi titik stop kontak 9.00 ttk 95,000.00 855,000.00 3 Pas. Stop kontak 9.00 bh 10,600.00 95,400.00 4 Pas. Saklar tunggal 1.00 bh 12,000.00 12,000.00 5 Pas. Saklar ganda 1.00 bh 15,000.00 15,000.00 6 Pas. Lampu PLC 18 watt 20.00 bh 36,000.00 720,000.00 7 Pemasangan listrik baru 900 watt 1.00 pake 1,700,000.00 1,700,000.00 8 Pas. Lampu Taman Lengkap Tiang 2.00 unit 568,000.00 1,136,000.00

Jumlah X 5,388,400.00 XI. PEKERJAAN SANITASI

1 Pas. Kloset jongkok 6.00 BH 340,900.00 2,045,400.00

2 Pas. Floor drain 10.00 BH 43,100.00 431,000.00

3 Pas. Kran air dia. 1/2" 18.00 BH 62,500.00 1,125,000.00 Air Bersih

1 Pas. Pipa dia. 1/2" AW 28.00 m1 14,000 392,000.00 Air kotor

1 Pas. Pipa dia. 1" AW 12.00 m1 22,000 264,000.00

2 Pas. Pipa dia. 4" AW 24.00 m1 128,100 3,074,400.00

Jumlah XI 7,331,800.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAKPekerjaan Tanah

1 Galian Tanah 0.22 39,250.00 8,654.62

2 Urugan tanah kembali 0.06 11,430.00 630.08

3 Urugan Pasir 0.05 147,700.00 7,237.30

Pekerjaan Lantai, Dinding Dan Beton

1 Grease Treap 1.00 unit 2,000,000.00 2,000,000.00

Jumlah XII 2,016,522.00

XIII PEKERJAAN BAK KONTROLPekerjaan Tanah

1 Galian Tanah 0.05 39,250.00 1,923.25


3 Urugan Pasir 0.005 147,700.00 664.65

Pekerjaan bak kontrol

1 Bak Kontrol Batu Bata Ukuran 30x30 T=35cm 1.00 unit 187,400.00 187,400.00

Jumlah XIII 190,127.92

XIV PEKERJAAN IPAL

1 Galian Tanah 18.84 39,250.00 739,625.12

2 Pek. Pasir urug 0.82 147,700.00 121,539.38

3 Pek. Lantai kerja 1.27 633,300.00 806,342.89

4 Pek. Plat Beton bertulang Dasar t.12cm 1.53 3,932,590.00 6,008,557.07

5 Pek. Dinding bata ad. 1:4 28.40 75,300.00 2,138,760.96

6 Pek. Plesteran dinding ad. 1:4 + acian 56.81 36,600.00 2,079,114.24

7 Pek. Plat Beton bertulang Penutup t.10cm 1.53 3,932,590.00 6,008,557.07

Jumlah XIV 17,902,496.72

XV PEKERJAAN BAK REMBESAN

1 Galian Tanah 10.00 m3 39,250 392,500.00

2 Urugan Tanah kembali 2.30 m3 11,430 26,289.00

3 Urugan Pasir 0.92 m3 147,700 135,884.00

4 Urugan Batu Apung 4.60 m3 195,700 900,220.00

5 Pasangan ijuk t = 10cm 3.60 m2 68,500 246,600.00

Jumlah XV 1,701,493.00

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1 2 3 4 5

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

XV PEKERJAAN TOWER AIR

1 Galian Tanah 3.38 39,250.00 132,468.75

2 Pek. Pasir urug 0.23 147,700.00 33,232.50

3 Pek. Lantai kerja 1.27 633,300.00 806,342.89

4 Pek. Dinding bata ad. 1:4 1.50 75,300.00 112,950.00

5 Pek. Plesteran dinding ad. 1:4 + acian 3.00 36,600.00 109,800.00

6 Pek. Plat Beton bertulang Penutup t.10cm 0.23 3,932,590.00 884,832.75

Jumlah XV 2,079,626.89

XVI PEKERJAAN LANDSCAPE

1 Penanaman Rumput gajah mini 45.00 21,000 945,000.00

Jumlah XVI 945,000.00

XVII PENGADAAN ALAT KEBERSIHAN

1 Pengadaan Gantungan Baju 2.00 bh 15,000 30,000.00

2 Pengadaan Tempat Sampah kecil (B3) 3.00 bh 15,000 45,000.00

3 Pengadaan Tempat Sampah 3 warna (42 ltr) 3.00 bh 135,000 405,000.00

4 Sapu Plastik 2.00 bh 15,000 30,000.00

5 Sapu Lidi 2.00 bh 8,000 16,000.00

6 Pengki 2.00 bh 8,000 16,000.00

7 Gayung 8.00 bh 8,000 64,000.00

8 Ember 8.00 bh 20,000 160,000.00

9 Pengadaan Rambu-Rambu dan Sarana Kesehatan 1.00 pake 600,000 600,000.00

10 Keset 9.00 bh 20,000 180,000.00

Jumlah XVII 1,546,000.00

XVIII PEKERJAAN PEMAGARAN

1 Pas. Pagar BRC tinggi 90 cm lengkap tiang 10.20 M1 771,300 7,867,260.00

Jumlah XVIII 7,867,260.00

XIX PEKERJAAN PAVING BLOCK 25.00 M2 115,015 2,875,375.00

PEKERJAAN KANSTEEN BATA MERAH 8.00 M2 130,300 1,042,400.00


Jumlah A.1 201,863,933.21


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Program : SANITASI BERBASIS MASYARAKATLokasi : Kp Panyaungan Barat Desa Panyaungan jayaTahun : 2012Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT


A PEKERJAAN PEMBANGUNAN SARANA SANITASI 198,146,906.32

I. PEKERJAAN PERSIAPAN 8,339,317.80

II. PEKERJAAN TANAH DAN PONDASI 17,157,686.49

III. PEKERJAAN PONDASI DAN BETON 46,409,735.61

IV PEKERJAAN DINDING DAN PLESTERAN 19,402,434.67

V PEKERJAAN LANTAI 23,688,333.00

VI. PEKERJAAN KUSEN PINTU DAN JENDELA 9,745,006.50

VII PEKERJAAN ALAT PENGGANTUNG DAN KACA 2,731,690.00

VIII PEKERJAAN ATAP DAN PLAFOND 14,435,178.00

IX PEKERJAAN PENGECATAN 9,068,049.60

X PEKERJAAN INSTALASI LISTRIK DAN ARMATUR 3,876,000.00

XI PEKERJAAN SANITASI 7,206,800.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK 2,016,522.00

XIII PEKERJAAN BAK KONTROL 190,127.92

XIV PEKERJAAN IPAL 17,902,496.72

XV PEKERJAAN BAK REMBESAN 1,701,493.00

XVI PEKERJAAN LANDSCAPE 945,000.00

XVII PENGADAAN ALAT KEBERSIHAN 1,546,000.00

XIX PEKERJAAN PEMAGARAN 7,867,260.00

XX PEKERJAAN PAVING BLOCK 3,917,775.00


Dibulatkan 198,146,000.00

Serang, Juli 2012

Di Buat Oleh:

Ketua KSM Sumur Tujuh TFL TEKNIS

S u h e r i Rika Rahmawati, ST

Di Periksa Oleh:

Ass.Monitoring & Evaluasi Senior TFL

Veni Fajarwati,ST R. SudarmanNIP. NIP. 198403132010122001




1 2 3 4 5



1 Pengukuran dan Pasang Bouwplank 43.62 M' 59,940.00 2,614,582.80

2 Los Kerja/Gudang 9.00 m2 473,415.00 4,260,735.00

3 Perataan tanah 50 2,280.00 114,000.00

4 Pengadaan Papan Nama KSM (Besi Plat+Tiang+Pondasi) 1 bh 1,350,000.00 1,350,000.00

Jumlah I 8,339,317.80


1 Galian Tanah Untuk Pondasi 28.86 39,250.00 1,132,656.88

2 Urugan Tanah kembali 7.21 11,430.00 82,460.31

3 Pemadatan Tanah (per 20 cm) 20 114,000.00 2,280,000.00

4 Urugan Pasir Bawah Pondasi + lantai 1.475 147,700.00 217,894.43

5 Pek. Pasangan Batu kosong 4.077 301,100.00 1,227,524.48

6 Pek. Pondasi Batu Kali ad. 1:4 20.38 m3 580,600.00 11,834,950.40

7 Pek. Pondasi Rollag 2.10 m2 182,000.00 382,200.00

Jumlah II 17,157,686.49

III PEKERJAAN PONDASI DAN BETON

1 Pek. Sloof 12/20 beton Site Mix K.175 1.84 m3 4,633,000.00 8,530,650.24

2 Pek. Kolom teras 12/20 beton Site Mix K.175 0.76 m3 5,024,000.00 3,798,144.00

3 Pek. Kolom struktur 15/20 beton Site Mix K.175 0.42 m3 5,258,600.00 2,208,612.00

4 Pek. Kolom praktis 12/12 beton Site Mix K.175 1.15 m3 5,024,000.00 5,787,648.00

5 Pek. Balok teras 12/20 beton Site Mix K.175 0.62 m3 5,024,000.00 3,134,976.00

6 Pek. Balok 12/30 beton Site Mix K.175 0.30 m3 8,239,090.00 2,444,043.66

7 Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 1.56 m3 5,306,590.00 8,291,016.22

8 Pek. Dak Atap Beton 12 cm beton Site Mix K.175 2.01 m3 3,932,590.00 7,904,505.90

9 Pek. Kolom 15/15 beton Site Mix K.175 0.81 m3 5,321,160.00 4,310,139.60

Jumlah III 46,409,735.61

IV PEKERJAAN DINDING DAN PLESTERAN

1 Pek. Dinding bata ad. 1:4 128.29 m2 75,300.00 9,660,241.91

2 Pek. Plesteran dinding ad. 1:4 + acian 256.58 m2 36,600.00 9,390,832.77

3 Pek. Plesteran beton ad 1:4 + acian 9.60 m2 36,600.00 351,360.00

Jumlah IV 19,402,434.67

V PEKERJAAN LANTAI


2 Pek. Lantai keramik dinding 20x25 cm setara KW II 63.09 m2 184,700.00 11,652,723.00


4 Pek. Pasangan Batu alam 25.20 m2 244,400.00 6,158,880.00

Jumlah V 23,688,333.00

VI. PEKERJAAN KUSEN PINTU DAN JENDELA

1 Pek. Papan jalusi kayu klas II 2.04 m2 359,300.00 732,972.00

2 Pek. Daun pintu panel kayu klas II 13.23 m2 478,250.00 6,327,247.50

3 Pek. Daun jendela kaca (tanpa kaca) kayu klas II 1.02 m2 272,000.00 277,440.00

4 Pek Kusen Pintu/Jendela kayu klas II 0.44 m3 5,470,000.00 2,407,347.00

Jumlah VI 9,745,006.50

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA

1 Kunci Pintu handle almunium 9.00 bh 210,000.00 1,890,000.00

2 Pas. Engsel pintu 27.00 bh 22,750.00 614,250.00

3 Pas. Engsel jendela 2.00 bh 15,000.00 30,000.00

4 Pas. Kait angin 2.00 bh 14,800.00 29,600.00

5 Pas. Slot jendela 1.00 bh 17,000.00 17,000.00

6 Pas. Kaca polos 5 mm 0.90 m2 167,600.00 150,840.00

Jumlah VII 2,731,690.00

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

m3

m3

m3

m3

m2

m3


1 2 3 4 5

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

VIII. PEKERJAAN ATAP DAN PLAFOND

1 Pek. Rangka atap baja ringan Zinggalum 34.50 m2 186,400.00 6,430,800.00

2 Pek. Atap genteng mettal roof lapis pasir 34.50 m2 74,800.00 2,580,600.00

3 Pek. Plashing / Nok Listplang ( Mettal Lapis Pasir ) 9.20 m' 76,940.00 707,848.00

4 Pas. Plafond GRC board tebal 6 mm + rangka hollow 24.85 m2 153,800.00 3,821,930.00

5 Pek. List plafond kayu klas II 60.00 m' 14,900.00 894,000.00

Jumlah VIII 14,435,178.00

IX. PEKERJAAN PENGECATAN

1 Pek. Pengecatan dinding & beton sek. Metrolite 208.25 m2 35,100.00 7,309,575.00

2 Pek. Pengecatan plafond sek. Metrolite 24.85 m2 35,100.00 872,235.00

3 Pek. Pengecatan kusen pintu/jendela sek. Glotex 17.20 m2 45,100.00 775,539.60

4 Pek. Pengecatan Dak Beton dengan Water proofing 13.50 m2 8,200.00 110,700.00

Jumlah IX 9,068,049.60 X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR

1 Pas. Instalasi titik lampu 9.00 ttk 95,000.00 855,000.00 2 Pas. Instalasi titik stop kontak 9.00 ttk 95,000.00 855,000.00 3 Pas. Stop kontak 9.00 bh 10,600.00 95,400.00 4 Pas. Saklar tunggal 1.00 bh 12,000.00 12,000.00 5 Pas. Saklar ganda 1.00 bh 15,000.00 15,000.00 6 Pas. Lampu PLC 18 watt 20.00 bh 36,000.00 720,000.00 7 MCB 1.00 bh 187,600.00 187,600.00 8 Pas. Lampu Taman Lengkap Tiang 2.00 unit 568,000.00 1,136,000.00

Jumlah X 3,876,000.00 XI. PEKERJAAN SANITASI

1 Pas. Kloset jongkok 6.00 BH 340,900.00 2,045,400.00

2 Pas. Floor drain 10.00 BH 43,100.00 431,000.00

3 Pas. Kran air dia. 1/2" 16.00 BH 62,500.00 1,000,000.00 Air Bersih

1 Pas. Pipa dia. 1/2" AW 28.00 m1 14,000 392,000.00 Air kotor

1 Pas. Pipa dia. 1" AW 12.00 m1 22,000 264,000.00

2 Pas. Pipa dia. 4" AW 24.00 m1 128,100 3,074,400.00

Jumlah XI 7,206,800.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK

1 Pekerjaan Tanah

2 Galian Tanah 0.22 39,250.00 8,654.62


4 Urugan Pasir 0.05 147,700.00 7,237.30

Pekerjaan Lantai, Dinding Dan Beton

1 Grease Treap 1.00 unit 2,000,000.00 2,000,000.00

Jumlah XII 2,016,522.00

XIII PEKERJAAN BAK KONTROLPekerjaan Tanah

1 Galian Tanah 0.05 39,250.00 1,923.25


3 Urugan Pasir 0.005 147,700.00 664.65

Pekerjaan bak kontrol

1 Bak Kontrol Batu Bata Ukuran 30x30 T=35cm 1.00 unit 187,400.00 187,400.00

Jumlah XIII 190,127.92

XIV PEKERJAAN IPAL

1 Galian Tanah 18.84 39,250.00 739,625.12

2 Pek. Pasir urug 0.82 147,700.00 121,539.38

3 Pek. Lantai kerja 1.27 633,300.00 806,342.89

4 Pek. Plat Beton bertulang Dasar t.12cm 1.53 3,932,590.00 6,008,557.07

5 Pek. Dinding bata ad. 1:4 28.40 75,300.00 2,138,760.96

6 Pek. Plesteran dinding ad. 1:4 + acian 56.81 36,600.00 2,079,114.24

7 Pek. Plat Beton bertulang Penutup t.12cm 1.53 3,932,590.00 6,008,557.07

Jumlah XIV 17,902,496.72

XV PEKERJAAN BAK REMBESAN

1 Galian Tanah 10.00 m3 39,250 392,500.00

2 Urugan Tanah kembali 2.30 m3 11,430 26,289.00

3 Urugan Pasir 0.92 m3 147,700 135,884.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m3


1 2 3 4 5

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

4 Urugan Batu Apung 4.60 m3 195,700 900,220.00

5 Pasangan ijuk t = 10cm 3.60 m2 68,500 246,600.00


1 2 3 4 5

HARGA SATUAN(Rp.)

J U M L A H(Rp.)

Jumlah XV 1,701,493.00

XVI PEKERJAAN LANDSCAPE

1 Penanaman Rumput gajah mini 45.00 21,000 945,000.00

Jumlah XV 945,000.00

XVII PENGADAAN ALAT KEBERSIHAN

1 Pengadaan Gantungan Baju 2.00 bh 15,000 30,000.00

2 Pengadaan Tempat Sampah kecil (B3) 3.00 bh 15,000 45,000.00

3 Pengadaan Tempat Sampah 3 warna (42 ltr) 3.00 bh 135,000 405,000.00

4 Sapu Plastik 2.00 bh 15,000 30,000.00

5 Sapu Lidi 2.00 bh 8,000 16,000.00

6 Pengki 2.00 bh 8,000 16,000.00

7 Gayung 8.00 bh 8,000 64,000.00

8 Ember 8.00 bh 20,000 160,000.00

9 Pengadaan Rambu-Rambu dan Sarana Kesehatan 1.00 Pake 600,000 600,000.00

10 Keset 9.00 bh 20,000 180,000.00

Jumlah XVI 1,546,000.00

XVIII PEKERJAAN PEMAGARAN

1 Pas. Pagar BRC tinggi 90 cm lengkap tiang 10.20 M1 771,300 7,867,260.00

Jumlah XVII 7,867,260.00

XIX PEKERJAAN PAVING BLOCK 25.00 M2 115,015 2,875,375.00

PEKERJAAN KANSTEEN BATA MERAH 8.00 M2 130,300 1,042,400.00


Jumlah A.1 198,146,906.32


m2

BAJA RINGANSMART TRUSS

besi pasir semen batu bata beton 12.75 1,912.96 6.89 4,336.05 10.59 Pas bata 156.69 5.95 2,977.17 10,968.53 Plester 325.99 7.82 2,021.12 Psr Urg 2.58 Galian 51.35 Pas Batu 20.38 10.60 3,322.59 Cat dinding + plfn 233.10 keramik 129.09 4.52 1,484.54

1,912.96 35.78 14,141.47 10.59 10,968.53

bt pas cat ddg ps urg

2.83

22.42 40.79

22.42 40.79

DAFTAR ANALISA SATUAN PEKERJAAN

VOLUME HARGA B I A Y A JUMLAHKODE U R A I A N SAT JML SATUAN (Rp.) HARGA

(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.01 1 M2 PEK. PENGKURAN DAN PASANG BOUWPLANKKayu Terentang M3 0.019 2,500,000.00 - 47,500.00 Paku 5-7 Kg 0.020 22,000.00 - 440.00 Mandor Oh 0.005 70,000.00 350.00 Kepala Tukang Oh 0.010 65,000.00 650.00 Tukang Kayu Oh 0.100 60,000.00 6,000.00 Pekerja Oh 0.100 50,000.00 5,000.00 Total 12,000.00 47,940.00 59,940.00 Dibulatkan 59,940.00

100.02 1 M2 PEK. KANTOR DIREKSIKayu Kelas II M3 0.100 3,300,000.00 - 330,000.00 Paku Kg 0.250 22,000.00 - 5,500.00 Seng Glb BJLS 28 (80x180 cm) Lbr 1.100 60,000.00 - 66,000.00 Triplek 3 mm Lbr 0.500 61,430.00 - 30,715.00 PC Zak 5.000 1,240.00 - 6,200.00 Pasir Pasang M3 0.250 120,000.00 - 30,000.00 Bata Merah Bh 70.000 475.00 - 33,250.00 Peralatan ls 1.000 5,000.00 - 5,000.00 Ongkos Pasang ls 1.000 40,000.00 40,000.00 -Total 40,000.00 506,665.00 546,665.00 Dibulatkan 546,665.00

100.03 1 M2 LOS KERJA /GUDANGKayu Kelas II M3 0.100 3,300,000.00 - 330,000.00 Paku Kg 0.250 22,000.00 - 5,500.00 Seng Glb BJLS 28 (80 x 180 cm) Lbr 1.100 60,000.00 - 66,000.00 Triplek 3 mm Lbr 0.500 61,430.00 - 30,715.00 PC kg 5.000 1,240.00 - 6,200.00 Peralatan ls 1.000 5,000.00 - 5,000.00 Ongkos Pasang ls 1.000 30,000.00 30,000.00 -Total 30,000.00 443,415.00 473,415.00 Dibulatkan 473,415.00

100.04 1m3 Bongkaran beton M3

Pekerja OH 6.667 50,000.00 333,350.00

Mandor OH 0.333 70,000.00 23,310.00

Total 356,660.00 356,660.00

Dibulatkan 357,000.00 100.04 1m3 Bongkaran dinding tembok bata merah M3

Pekerja OH 6.667 50,000.00 333,350.00

Mandor OH 0.033 70,000.00 2,310.00

Total 335,660.00 335,660.00

Dibulatkan 336,000.00 100.02 1 M3 PEK. PERATAAN TANAH

Pekerja Oh 0.040 50,000.00 2,000.00 Mandor Oh 0.004 70,000.00 280.00 Total 2,280.00 0.00 2,280.00 Dibulatkan 2,280.00

100.03 1 M3 PEK. GALIAN TANAH BIASA KEDALAMAN 1 M'Pekerja Oh 0.750 50,000.00 37,500.00 -Mandor Oh 0.025 70,000.00 1,750.00 -

Total 39,250.00 0.00 39,250.00 Dibulatkan 39,250.00

100.04 1 M3 URUGAN TANAH KEMBALI Pekerja Oh 0.192 50,000.00 9,600.00 -Mandor Oh 0.019 70,000.00 1,330.00 -Alat bantu Ls 1.000 500.00 - 500.00 Total 10,930.00 500.00 11,430.00 Dibulatkan 11,430.00

100.05 1 M3 URUGAN PASIR URUGPasir urug Oh 1.200 110,000.00 - 132,000.00 Pekerja Oh 0.300 50,000.00 15,000.00 -Mandor Oh 0.010 70,000.00 700.00 -Total 15,700.00 132,000.00 147,700.00 Dibulatkan 147,700.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.06 1 M3 PEMADATAN TANAH ( TIAP 20 CM)Tanah urug / tanah merah ( tiap 20cm) m3 1.200 70,000.00 84,000.00 Alat Bantu ( stemper) ls 1.000 1,500.00 1,500.00 Pekerja Oh 0.500 50,000.00 25,000.00 -Mandor Oh 0.050 70,000.00 3,500.00 -Total 28,500.00 85,500.00 114,000.00 Dibulatkan 114,000.00

100.07 1 M3 LANTAI KERJA 1PC:3PS:5KRLPC kg 230.0000 1,240.00 - 285,200.00 Pasir Beton M3 0.5200 155,000.00 - 80,600.00 Split pecah mesin 2/3 M3 0.8700 175,000.00 - 152,250.00 Pekerja Oh 1.2000 50,000.00 60,000.00 -Tk. Batu Oh 0.2000 60,000.00 12,000.00 -Kep. Tukang batu Oh 0.0200 65,000.00 1,300.00 -Mandor Oh 0.6000 70,000.00 42,000.00 -Total 115,300.00 518,050.00 633,350.00 Dibulatkan 633,300.00

100.08 1 M3 PASANGAN AANSTAMPING BATU BELAHBatu belah M3 1.200 155,000.00 - 186,000.00 Pasir urug M3 0.432 110,000.00 - 47,520.00 Pekerja Oh 0.780 50,000.00 39,000.00 -Tk. batu Oh 0.390 60,000.00 23,400.00 -Kepala tukang batu Oh 0.039 65,000.00 2,535.00 -Mandor Oh 0.039 70,000.00 2,730.00 -Total 67,665.00 233,520.00 301,185.00 Dibulatkan 301,100.00

100.09 1 M3 PASANGAN PONDASI BATU BELAH 1:4Batu Kali M3 1.200 155,000.00 - 186,000.00 PC KG 163.000 1,240.00 - 202,120.00 Pasir Pasang M3 0.520 120,000.00 - 62,400.00 Pekerja Oh 1.500 50,000.00 75,000.00 Tk.batu Oh 0.750 60,000.00 45,000.00 Kep. tukang batu Oh 0.075 65,000.00 4,875.00 Mandor Oh 0.075 70,000.00 5,250.00 Total 130,125.00 450,520.00 580,645.00 Dibulatkan 580,600.00

100.10 1 M2 PASANGAN BATA MERAH 1:2Bata merah Bh 70.000 475.00 33,250.00 P.C kg 18.950 1,240.00 - 23,498.00 Pasir pasang M3 0.038 120,000.00 - 4,560.00 Pekerja setengah terampil Oh 0.300 50,000.00 15,000.00 -Tk. Batu setengah terampil Oh 0.100 60,000.00 6,000.00 -Kep. tukang batu Oh 0.010 65,000.00 650.00 -Mandor Oh 0.015 70,000.00 1,050.00 -Total 22,700.00 61,308.00 84,008.00 Dibulatkan 84,000.00

100.11 1 M2 PASANGAN BATA MERAH 1:4Bata merah Bh 70.000 475.00 33,250.00 P.C kg 11.500 1,240.00 - 14,260.00 Pasir pasang M3 0.043 120,000.00 - 5,160.00 Pekerja Oh 0.300 50,000.00 15,000.00 -Tk. Batu Oh 0.100 60,000.00 6,000.00 -Kep. tukang batu Oh 0.010 65,000.00 650.00 -Mandor Oh 0.015 70,000.00 1,050.00 -Total 22,700.00 52,670.00 75,370.00 Dibulatkan 75,300.00

100.12 1 M2 PLESTERAN DINDING 1:3 + ACIANP.C kg 7.776 1,240.00 - 9,642.24 Pasir pasang M3 0.023 120,000.00 - 2,760.00 Pekerja Oh 0.300 50,000.00 15,000.00 -Tk. Batu Oh 0.150 60,000.00 9,000.00 -Kep. tukang batu Oh 0.015 65,000.00 975.00 -Mandor Oh 0.015 70,000.00 1,050.00 -Total 26,025.00 12,402.24 38,427.24 Dibulatkan 38,400.00

100.13 1 M2 PLESTERAN DINDING 1:4 + ACIANP.C kg 6.240 1,240.00 - 7,737.60 Pasir pasang M3 0.024 120,000.00 - 2,880.00 Pekerja Oh 0.300 50,000.00 15,000.00 -Tk. Batu Oh 0.150 60,000.00 9,000.00 -Kep. tukang batu Oh 0.015 65,000.00 975.00 -Mandor Oh 0.015 70,000.00 1,050.00 -Total 26,025.00 10,617.60 36,642.60 Dibulatkan 36,600.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.14 1 M2 PAS.LANTAI KERAMIK 30/30 warnaKeramik 30/30 warna buah 11.870 4,770.00 - 56,619.90 PC KG 10.000 1,240.00 - 12,400.00 Pasir pasang m3 0.045 120,000.00 - 5,400.00 Semen warna Kg 1.500 9,000.00 - 13,500.00 Pekerja Oh 0.700 50,000.00 35,000.00 -Tk. batu Oh 0.350 60,000.00 21,000.00 -Kep. Tukang batu Oh 0.035 65,000.00 2,275.00 -Mandor Oh 0.035 70,000.00 2,450.00 -Total 60,725.00 87,919.90 148,644.90 Dibulatkan 148,600.00

100.15 1 M2 PAS. BATU ALAMBatu alam M2 1.100 150,000.00 - 165,000.00 PC KG 11.750 1,240.00 - 14,570.00 Pasir pasang m3 0.035 120,000.00 - 4,200.00 Pekerja Oh 0.700 50,000.00 35,000.00 -Tk. batu Oh 0.350 60,000.00 21,000.00 -Kep. Tukang batu Oh 0.035 65,000.00 2,275.00 -Mandor Oh 0.035 70,000.00 2,450.00 -Total 60,725.00 183,770.00 244,495.00 Dibulatkan 244,400.00

100.16 1 M2 PAS.LANTAI KERAMIK 20/20 DN BERCORAK BERWARNA Keramik 20/20 Bercorak Berwana buah 26.500 1,800.00 - 47,700.00 PC KG 10.400 1,240.00 - 12,896.00 Pasir pasang m3 0.045 120,000.00 - 5,400.00 Semen warna Kg 1.620 9,000.00 - 14,580.00 Pekerja Oh 0.700 50,000.00 35,000.00 -Tk. batu Oh 0.350 60,000.00 21,000.00 -Kep. Tukang batu Oh 0.035 65,000.00 2,275.00 -Mandor Oh 0.035 70,000.00 2,450.00 -Total 60,725.00 80,576.00 141,301.00 Dibulatkan 141,300.00

100.17 1 M2 PAS.KERAMIK DINDING 20/25 DN BERCORAK BERWARNA KW-IIKeramik 20/25 KW II Bercorak Berwana buah 26.500 2,850.00 - 75,525.00 PC KG 9.300 1,240.00 - 11,532.00 Pasir pasang m3 0.018 120,000.00 - 2,160.00 Semen warna Kg 1.940 9,000.00 - 17,460.00 Pekerja Oh 0.900 50,000.00 45,000.00 -Tk. batu Oh 0.450 60,000.00 27,000.00 -Kep. Tukang batu Oh 0.045 65,000.00 2,925.00 -Mandor Oh 0.045 70,000.00 3,150.00 -Total 78,075.00 106,677.00 184,752.00 Dibulatkan 184,700.00

100.18 1 M2 BEKISTING DENGAN PAPANPapan terentang (dihitung 2 x pakai ) 75% M3 0.024 2,500,000.00 - 45,000.00 Kaso 5/7 Klas II (dihitung 2 x pakai ) 50% M3 0.017 3,300,000.00 - 28,050.00 Paku Kg 0.400 22,000.00 - 8,800.00 Pekerja Oh 0.120 50,000.00 6,000.00 -Tk. kayu Oh 0.270 60,000.00 16,200.00 -Kepala Tukang Kayu Oh 0.150 65,000.00 9,750.00 -Mandor Oh 0.050 70,000.00 3,500.00 -Total 35,450.00 81,850.00 117,300.00 Dibulatkan 117,300.00

100.19 1 M2 PAS. STOOT WERKKaso 5/7 klas II (dinding 2 x pakai) 50 % m3 0.126 3,300,000.00 - 207,900.00 Papan Terentang (dihitung 2 x pakai ) M3 0.016 2,500,000.00 - 30,000.00 Paku Kg 0.500 22,000.00 - 11,000.00 Pekerja Oh 0.150 50,000.00 7,500.00 -Tk. Kayu Oh 0.200 60,000.00 12,000.00 -Kep. Tukang Kayu Oh 0.200 65,000.00 13,000.00 -Mandor Oh 0.017 70,000.00 1,190.00 -Total 33,690.00 248,900.00 282,590.00 Dibulatkan 282,590.00

100.20 1 M3 COR BETON SITE MIX K.175PC kg 340.000 1,240.00 - 421,600.00 Split pecah mesin 2/3 M3 0.830 175,000.00 - 145,250.00 Pasir beton M3 0.540 155,000.00 - 83,700.00 Peralatan ls 1.000 14,500.00 - 14,500.00 Pekerja Oh 3.000 50,000.00 150,000.00 -Tk. Batu Oh 0.500 60,000.00 30,000.00 -Kep. Tukang batu Oh 0.050 65,000.00 3,250.00 -Mandor Oh 0.010 70,000.00 700.00 -Total 183,950.00 665,050.00 849,000.00 Dibulatkan 849,000.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.21 1 KG BETON TERPASANG U. 24Besi Beton Rata-Rata Kg 1.050 13,000.00 - 13,650.00 Kawat Beton Kg 0.015 21,000.00 - 315.00 Pekerja Oh 0.007 50,000.00 - 350.00 Tk. Besi beton Oh 0.007 60,000.00 420.00 -Kepala tukang besi beton Oh 0.001 65,000.00 45.50 -Mandor Oh 0.000 70,000.00 28.00 -Total 493.50 14,315.00 14,808.50 Dibulatkan 14,800.00

100.22 Memasang 1m' pipa PVC tipe AW diameter ½"Pipa PVC m' 1.200 5,000.00 6,000.00 Perlengkapan (35%xhrg pipa) % 0.350 6,000.00 2,100.00 Pekerja OH 0.036 50,000.00 1,800.00 Tukang Batu OH 0.060 60,000.00 3,600.00 Kepala Tukang OH 0.006 65,000.00 390.00 mandor OH 0.002 70,000.00 126.00 Jumlah 5,916.00 8,100.00 14,016.00 Jumlah Total 14,000.00

100.23 Memasang 1m' pipa PVC tipe AW diameter 1"Pipa PVC m' 1.200 9,975.00 11,970.00 Perlengkapan (35%xhrg pipa) % 0.350 11,970.00 4,189.50 Pekerja OH 0.036 50,000.00 1,800.00 Tukang Batu OH 0.060 60,000.00 3,600.00 Kepala Tukang OH 0.006 65,000.00 390.00 mandor OH 0.002 70,000.00 126.00 Jumlah 5,916.00 16,159.50 22,075.50 Jumlah Total 22,000.00

100.24 Memasang 1m' pipa PVC tipe AW diameter 4"Pipa PVC m' 1.200 70,000.00 84,000.00 Perlengkapan (35%xhrg pipa) % 0.350 84,000.00 29,400.00 Pekerja OH 0.081 50,000.00 4,050.00 328.05 Tukang Batu OH 0.135 60,000.00 8,100.00 1,093.50 Kepala Tukang OH 0.014 65,000.00 877.50 11.85 mandor OH 0.004 70,000.00 287.00 1.18 Jumlah 13,314.50 114,834.57 128,149.07 Jumlah Total 128,100.00

100.25 Memasang 1 buah kran ¾" atau ½"Kran Air bh 1.000 55,000.00 55,000.00 Seal Tape set 0.025 2,000.00 50.00 Pekerja OH 0.010 50,000.00 500.00 Tukang Batu OH 0.100 60,000.00 6,000.00 Kepala Tukang OH 0.010 65,000.00 650.00 mandor OH 0.005 70,000.00 350.00 Jumlah 7,500.00 55,050.00 62,550.00 Jumlah Total 62,500.00

100.26 Memasang 1 buah floor drainFloor Drain bh 1.000 35,000.00 35,000.00 Pekerja OH 0.010 50,000.00 500.00 5.00 Tukang Batu OH 0.100 60,000.00 6,000.00 600.00 Kepala Tukang OH 0.010 65,000.00 650.00 6.50 mandor OH 0.005 70,000.00 350.00 1.75 Jumlah 7,500.00 35,613.25 43,113.25 Jumlah Total 43,100.00

100.27 Memasang 1 m' list langit-langit kayu profilList Kayu Profil m' 1.050 8,000.00 8,400.00 Paku kg 0.010 22,000.00 220.00 Pekerja OH 0.050 50,000.00 2,500.00 125.00 Tukang Kayu OH 0.050 60,000.00 3,000.00 150.00 Kepala Tukang OH 0.005 65,000.00 325.00 1.63 mandor OH 0.003 70,000.00 210.00 0.63 Jumlah 6,035.00 8,897.26 14,932.26 Jumlah Total 14,900.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

ANALISA NO:100.28 S/d 100.30 PADA DAPTAR ANALISA PEKERJAAN BETON 100.28

Berikut Dokumen Gambar Disain,Dokumen analisa Struktur,Dan Sertifikat Garansi Pemasangan Min. 10 Tahun)

Main Truss C-75-75 M2 1.0100 63,800.00 64,438.00

Roof Batten / Reng M2 1.0100 50,800.00 51,308.00

Wall Plate M2 1.0100 15,500.00 15,655.00

Screw 12-14x20 Pcs 10.0000 400.00 4,000.00

Screw 10-16x16 Pcs 20.0000 300.00 6,000.00

Dynabolt D-12mm Pcs 1.0000 1,000.00 1,000.00

Pekerja Org/j 0.3530 50,000.00 17,650.00

Tukang Org/j 0.1180 60,000.00 7,080.00

Tukang Besi Profil Org/j 0.1180 60,000.00 7,080.00

Kepala tukang besi profil Org/j 0.0590 65,000.00 3,835.00

Mandor Org/j 0.059 70,000.00 4,130.00

Alat Bantu kerja Ls 1.0000 4,260.00 4,260.00 Total 39,775.00 146,661.00 186,436.00 Dibulatkan 186,400.00

100.29 1 TITIK MELOBANG KONSTRUKSI BESI DENGAN BORPekerja Org 0.0200 50,000.00 1,000.00 -Tukang besi Org 0.0100 60,000.00 600.00 -Kepala Tukang Besi Org 0.0030 65,000.00 195.00 -Mandor Org 0.000 70,000.00 0.00 -Total 1,795.00 1,795.00 Dibulatkan 1,700.00

100.30 1 TITIK MEMASANG MUR BAUD ( HTB ) Dia - 12 mmPekerja Org 0.0200 50,000.00 1,000.00 -Tukang besi Org 0.0100 60,000.00 600.00 -Kepala Tukang Besi Org 0.0030 65,000.00 195.00 -Mandor Org 0.000 70,000.00 0.00 -Mur Bud ( HTB ) Dia - 12mm Bh 1.0000 3,800.00 - 3,800.00 Total 1,795.00 3,800.00 5,595.00 Dibulatkan 5,500.00

100.31 I M1 Pekerjaan Listplang GRC 8 Thk x 20 Cm ( Single)Listplang GRC 8 Thk x 20 Cm ( Single) M' 1.100 0.00 - 0.00 Paku Kg 0.050 22,000.00 - 1,100.00 Pekerja Org 0.110 50,000.00 5,500.00 -Tk. kayu Org 0.220 60,000.00 13,200.00 -Kep. tukang kayu Org 0.022 65,000.00 1,430.00 -Mandor Org 0.000 70,000.00 0.00 -Total 20,130.00 1,100.00 21,230.00 Dibulatkan 21,200.00

100.32 1 TITIK MEMASANG TURN BUCKLE / WATTER MUR DIA- 12 MM'Pekerja Org 0.0200 50,000.00 1,000.00 -Tukang besi Org 0.0100 60,000.00 600.00 -Kepala Tukang Besi Org 0.0030 65,000.00 195.00 -Mandor Org 0.000 70,000.00 0.00 -Alat Bantu Stootwerk Ls 0.0250 282,590.00 - 7,064.75 Turn buckle Dia - 12mm Bh 1.0000 11,500.00 - 11,500.00 Alat Bantu Mall / Full Size Ls 0.0100 45,000.00 - 450.00 Total 1,795.00 19,014.75 20,809.75 Dibulatkan 20,800.00

100.33 1 TITIK MEMASANG ANGKUR BAUD DIA- 12MM POSISI DI ATAS 3 M'Pekerja Org 0.0200 50,000.00 1,000.00 -Tukang besi Org 0.0100 60,000.00 600.00 -Kepala Tukang Besi Org 0.0030 65,000.00 195.00 -Mandor Org 0.000 70,000.00 0.00 -Alat Bantu Stootwerk Ls 0.0150 282,590.00 - 4,238.85 Angkur Baud Dia- 12mm ( HTB ) Bh 1.0000 14,500.00 - 14,500.00 Alat Bantu Mall / Full Size Ls 0.0100 45,000.00 - 450.00 Total 1,795.00 19,188.85 20,983.85 Dibulatkan 20,900.00

100.34 1M2 ATAP METTAL ROOF LAPIS PASIRMettal Roof Lapis Pasir Lbr 1.000 58,000.00 - 58,000.00 Paku Sekrup 3" - 5" Bh 6.000 1,000.00 6,000.00 Pekerja Oh 0.060 50,000.00 3,000.00 Tukang Oh 0.120 60,000.00 7,200.00 -Kepala Tukang Oh 0.010 65,000.00 650.00 -Mandor Oh 0.000 70,000.00 0.00 -Total 10,850.00 64,000.00 74,850.00 Dibulatkan 74,800.00

1 M2 PEK.KONST BAJA RINGAN, ( Terpasang,


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.35 1M' BUBUNGAN/ NOK ATAP METTALBubungan/ Nok Atap Mettal M' 1.000 37,500.00 - 37,500.00

Bh 6.000 1,000.00 - 6,000.00 Pekerja Oh 0.400 50,000.00 20,000.00 -Tukang Oh 0.200 60,000.00 12,000.00 -Kepala Tukang Oh 0.020 65,000.00 1,300.00 -Mandor Oh 0.002 70,000.00 140.00 -Total 33,440.00 43,500.00 76,940.00 Dibulatkan 76,940.00

100.36 1M2 MEMASANG SOFI SOFI ROSTER BETON 20 X 20 CM TINGGI > 3 MRoster Beton 20 x 20 Cm Bh 25.0000 8,175.00 - 204,375.00 PC Kg 7.0000 1,000.00 - 7,000.00 Pasir Pasang M3 0.2100 120,000.00 - 25,200.00 Peralatan LS 0.0650 23,471.35 - 1,525.64 Alat Bantu / Jerambah / Stootwerk. LS 0.0620 282,590.00 - 17,520.58 Pekerja Org 0.1500 50,000.00 7,500.00 -Tukang Org 0.2000 60,000.00 12,000.00 -Kepala Tukang Org 0.0000 65,000.00 0.00 -Mandor Org 0.000 70,000.00 0.00 -Total 19,500.00 255,621.22 275,121.22 Dibulatkan 275,100.00

100.37 1M' PLASHING METTAL / NOK LISTPLANG Nok Listplang/ Plashing Mettal Bh 1.000 37,500.00 - 37,500.00

Bh 6.000 1,000.00 - 6,000.00 Pekerja Oh 0.400 50,000.00 20,000.00

Tukang Kayu Oh 0.200 60,000.00 12,000.00 -Kepala Tukang Kayu Oh 0.020 65,000.00 1,300.00 -Mandor Oh 0.002 70,000.00 140.00 -Total 33,440.00 43,500.00 76,940.00 Dibulatkan 76,940.00

100.38 1M3 KUDA KUDA / GORDENG KAYU KLAS IIBalok Kayu Kelas II M3 1.1000 3,300,000.00 - 3,630,000.00 Paku 8 s/d 12 Cm Kg 0.8000 22,000.00 - 17,600.00 Pekerja Org 4.0000 50,000.00 200,000.00 -Tukang Kayu Org 12.0000 60,000.00 720,000.00 -Kepala Tukang Kayu Org 1.2000 65,000.00 78,000.00 -Mandor Org 0.000 70,000.00 0.00 -Total 998,000.00 3,647,600.00 4,645,600.00 Dibulatkan 4,645,600.00

100.39 1 M' PASANG TALANG MIRING PLATE ZINCALUME T-0,8 MM Zincalume Plate T- 0,8 mm L- 90 M' 0.700 15,500.00 - 10,850.00 Paku Rifet Ø 4mm Bh 0.015 675.00 - 10.13 Silicone "Dowcorning" Tube 0.140 0.00 - 0.00 Tukang kayu Org 0.200 100,000.00 20,000.00 -Kepala Tukang kayu Org 0.021 71,000.00 1,491.00 Pekerja Org 0.000 7,090.00 0.00 -Total 21,491.00 10,860.13 32,351.13 Dibulatkan 32,300.00

100.40 1 M3 KUSEN KAYU KLAS IIKayu klas II M3 1.200 3,300,000.00 - 3,960,000.00 Pekerja Org 6.000 50,000.00 300,000.00 -Tk. kayu Org 18.000 60,000.00 1,080,000.00 -Kep. tukang kayu Org 2.000 65,000.00 130,000.00 -Mandor Org 0.000 70,000.00 0.00 -Total 1,510,000.0 3,960,000.00 5,470,000.00 Dibulatkan 5,470,000.00

100.41 1 M2 DAUN PINTU PANIL KAYU KLAS IIRangka + Panil kayu klas II M3 0.040 3,300,000.00 - 132,000.00 Almunium Plat 0,5mm m2 1.000 130,000.00 130,000.00 Pekerja Org 1.000 50,000.00 50,000.00 -Tk. kayu Org 2.500 60,000.00 150,000.00 -Kep. tukang kayu Org 0.250 65,000.00 16,250.00 -Mandor Org 0.000 70,000.00 0.00 -Total 216,250.00 262,000.00 478,250.00 Dibulatkan 478,250.00




(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.42 1 M2 DAUN JENDELA KACA (TANPA KACA)Rangka kayu klas II M3 0.030 3,300,000.00 - 99,000.00 Pekerja Org 0.800 50,000.00 40,000.00 -Tk. Kayu Org 2.000 60,000.00 120,000.00 -Kep. tukang kayu Org 0.200 65,000.00 13,000.00 -Mandor Org 0.000 70,000.00 0.00 -Total 173,000.00 99,000.00 272,000.00 Dibulatkan 272,000.00

100.43 1 M2 DAUN PINTU/JENDELA JALUSIRangka kayu klas II M3 0.064 3,300,000.00 - 211,200.00 Pekerja Org 1.000 50,000.00 50,000.00 -Tk. kayu Org 3.000 60,000.00 180,000.00 -Kep. Tukang kayu Org 0.300 65,000.00 19,500.00 -Mandor Org 0.000 70,000.00 0.00 -Total 249,500.00 211,200.00 460,700.00 Dibulatkan 460,700.00

100.44 1 M2 PAPAN JALUSI Papan Kayu klas II M3 0.060 3,300,000.00 - 198,000.00 Paku kg 0.150 22,000.00 - 3,300.00 Pekerja Org 0.500 50,000.00 25,000.00 Tk. kayu Org 2.000 60,000.00 120,000.00 -Kep. Tukang kayu Org 0.200 65,000.00 13,000.00 -Mandor Org 0.000 70,000.00 0.00 -Total 133,000.00 226,300.00 359,300.00 Dibulatkan 359,300.00

100.45 1 BH DAUN PINTU PVCDaun pintu PVC lengka engsel dan kunci bh 1.000 250,000.00 - 250,000.00 Ongkos pasang ls 1.000 50,000.00 50,000.00 Total 50,000.00 250,000.00 300,000.00 Dibulatkan 300,000.00

100.46 1 M2 MEMBUAT PLAFOND GRC BOARD 6 mm RANGKA HOLLOW

GRC board T=6 mm lbr 0.3472 75,000.00 - 26,040.00

hollow 40x40 kg 5.8720 11,000.00 - 64,592.00

Paku Kg 0.2200 22,000.00 - 4,840.00

Pekerja Org 0.2800 50,000.00 14,000.00 -

Tukang besi Org 0.6500 60,000.00 39,000.00 -

Kepala Tukang besi Org 0.0680 65,000.00 4,420.00 -

Mandor Org 0.0140 70,000.00 980.00 -

Jumlah 58,400.00 95,472.00 153,872.00

Dibulatkan 153,800.00 100.47 1 M2 PENGECATAN DINDING DG CAT SET METROLITE (3X)

Cat Emultion Kg 0.175 27,000.00 - 4,725.00 Plamour tembok Kg 0.160 7,500.00 - 1,200.00 Rol cat Bh 0.010 30,000.00 - 300.00 Hamplas Lbr 0.500 2,000.00 - 1,000.00 Steger werk Ls 1.000 500.00 - 500.00 Pekerja Oh 0.160 50,000.00 8,000.00 -Tk. cat Oh 0.280 60,000.00 16,800.00 -Kep. tukang cat Oh 0.030 65,000.00 1,950.00 -Mandor Oh 0.010 70,000.00 700.00 -Total 27,450.00 7,725.00 35,175.00 Dibulatkan 35,100.00

100.48 1 M2 PENGECATAN PLAFOND SET METROLITE (3X)Cat Emultion Kg 0.175 27,000.00 - 4,725.00 Plamour tembok Kg 0.160 7,500.00 - 1,200.00 Rol cat Bh 0.010 30,000.00 - 300.00 Amplas Lbr 0.500 2,000.00 - 1,000.00 Steger werk Lot 1.000 500.00 - 500.00 Pekerja Oh 0.160 50,000.00 8,000.00 -Tk. cat Oh 0.280 60,000.00 16,800.00 -Kep. tukang cat Oh 0.030 65,000.00 1,950.00 -Mandor Oh 0.010 70,000.00 700.00 -Total 27,450.00 7,725.00 35,175.00 Dibulatkan 35,100.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.49 1 M2 PENGECATAN KAYU (2X) BERIKUT MENIMeni kayu Kg 0.167 15,000.00 - 2,505.00 Plamour kayu Kg 0.083 25,000.00 - 2,075.00 Cat kayu ( Glotex ) Kg 0.200 30,000.00 - 6,000.00 Amplas kayu Lbr 0.400 2,000.00 - 800.00 Minyak cat Ltr 0.150 17,700.00 - 2,655.00 Kwas 3" Bh 0.050 10,000.00 - 500.00 Pekerja Oh 0.200 50,000.00 10,000.00 -Tk. cat Oh 0.300 60,000.00 18,000.00 -Kep. Tukang Cat Oh 0.030 65,000.00 1,950.00 -Mandor Oh 0.010 70,000.00 700.00 -Total 30,650.00 14,535.00 45,185.00 Dibulatkan 45,100.00

100.50Water Proofing kg 0.260 11,000.00 2,860.00 Pekerja OH 0.020 50,000.00 1,000.00 Tukang Cat OH 0.063 60,000.00 3,780.00 Kepala Tukang OH 0.006 65,000.00 409.50 mandor OH 0.003 70,000.00 175.00 Jumlah 5,365 2,860 8,224.50 Jumlah Total 8,200.00

100.51 1 BH PASANG KUNCI TANAM DOBEL SLAGHKunci tanam Bh 1.000 180,000.00 - 180,000.00 Tukang kayu Oh 0.500 60,000.00 30,000.00 -Total 30,000.00 180,000.00 210,000.00 Dibulatkan 210,000.00

100.52 1 BH PASANG ENGSEL PINTUEngsel pintu Bh 1.000 13,750.00 - 13,750.00 Tukang kayu Oh 0.150 60,000.00 9,000.00 -Total 9,000.00 13,750.00 22,750.00 Dibulatkan 22,750.00

100.53 1 BH PASANG SLOT JENDELASlot Jendela Bh 1.000 8,000.00 - 8,000.00 Tukang kayu Oh 0.150 60,000.00 9,000.00 -Total 9,000.00 8,000.00 17,000.00 Dibulatkan 17,000.00

100.54 1 BH PASANG ENGSEL JENDELAEngsel jendela Bh 1.000 9,000.00 - 9,000.00 Tukang kayu Oh 0.100 60,000.00 6,000.00 -Total 6,000.00 9,000.00 15,000.00 Dibulatkan 15,000.00

100.55 1 BH PASANG KAIT ANGINKait angin Bh 1.000 8,800.00 - 8,800.00 Tukang kayu Oh 0.100 60,000.00 6,000.00 -Total 6,000.00 8,800.00 14,800.00 Dibulatkan 14,800.00

100.56 1 M2 PASANG KACA POLOS TEBAL 3 MMKaca polos t = 3 mm M2 1.100 112,650.00 - 123,915.00 Tukang kayu Oh 0.300 60,000.00 18,000.00 -Total 18,000.00 123,915.00 141,915.00 Dibulatkan 141,915.00

100.57 1 M2 PASANG KACA POLOS TEBAL 5 MMKaca polos t = 5 mm M2 1.100 136,000.00 - 149,600.00 Tukang kayu Oh 0.300 60,000.00 18,000.00 -Total 18,000.00 149,600.00 167,600.00 Dibulatkan 167,600.00

1 m 2 PENGECATAN WATER PROOFING 2x


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.58 MENGURUG 1M3 BATU APUNG

Batu Apung m3 1.200 150,000.00 180,000.00 Pekerja oh 0.300 50,000.00 15,000.00 Mandor oh 0.010 70,000.00 700.00

Total 15,700.00 180,000.00 195,700.00 Dibulatkan 195,700.00

100.59 MEMASANG 1 BH KLOSET JONGKOK PORSELINTKloset jongkok Merek '' INA Bh 1.000 170,000.00 - 170,000.00 Tukang batu Oh 2.500 60,000.00 150,000.00 -Kepala tukang batu Oh 0.150 65,000.00 9,750.00 -Mandor Oh 0.160 70,000.00 11,200.00 -Total 170,950.00 170,000.00 340,950.00 Dibulatkan 340,900.00

100.60 MEMASANG 1 BH BAK MANDI BATU BATA VOL 0,3 M3Batu bata bh 280.000 475.00 - 133,000.00 PC kg 150.000 1,240.00 - 186,000.00 Pasir pasang M3 0.300 120,000.00 - 36,000.00 Porselint 11 x 11 M2 1.000 29,200.00 - 29,200.00 Semen nat Kg 6.000 9,000.00 - 54,000.00 Tukang batu Org 9.000 60,000.00 540,000.00 -Kepala tukang batu Org 0.300 65,000.00 19,500.00 -Mandor Org 0.000 70,000.00 0.00 -Total 559,500.00 438,200.00 997,700.00 Dibulatkan 997,700.00

100.61 MEMBUAT 1 BH BAK KONTROL BATU BATAUK. 30X30 T= 35 CM

Batu bata M3 0.145 475.00 68.88

Sement pc Kg 44.000 1,240.00 54,560.00

Pasir pasang M3 0.070 120,000.00 8,400.00

Kerikil M3 0.070 175,000.00 12,250.00

Besi beton Kg 1.600 13,000.00 20,800.00

Pasir beton M3 0.060 155,000.00 9,300.00

Tukang batu OH 1.335 60,000.00 80,100.00

Kepala tukang batu OH 0.002 65,000.00 97.50

Mandor OH 0.016 120,000.00 1,920.00 Total 82,117.50 105,378.88 187,496.38 Dibulatkan 187,400.00

100.62 1 UNIT SEPTICTANK 1,5 X 1 X 1,5 M + REMBESANNYA (KANTOR TYPE KECIL)Galian Tanah M3 2.250 39,250.00 - 88,312.50 Pasir Urug M3 0.107 147,700.00 - 15,818.67 Lantai Kerja M3 1.125 633,300.00 - 712,462.50 Pas. bata 1 PC : 4 PS + Plesteran 1:5 M2 7.500 87,723.00 - 657,922.5 Plat Beton penutup + balok M3 0.150 3,872,590.00 - 580,888.50 Pipa PVC 4" jenis AW + Sambungan M1 9.000 70,000.00 - 630,000.00 Pipa GIP 1,5" M1 0.600 37,500.00 - 22,500.00 Galian Tanah untuk rembesan M3 1.688 14,260.00 - 24,063.75 Pas. injuk Kg 2.700 17,500.00 - 47,250.00 Urugan Kerikil 3,5 cm M3 0.525 100,000.00 - 52,500.00 Pipa PVC 4" berlobang jenis AW M1 9.000 71,000.00 - 639,000.00 Urugan tanah perataan M3 0.563 7,090.00 - 3,988.13 Tambahan Upah LS 0.300 75,000.00 22,500.00 -Total 22,500.00 3,474,706.5 3,497,206.55 Dibulatkan 3,497,200.00

100.63 1 M2 PAS. PAVING BLOCK NATUARAL , 6 CMPaving Block Natural T-6 Cm m2 1.010 54,000.00 - 54,540.00 Pasir Beton M3 0.100 155,000.00 - 15,500.00 Peralatan ls 1.000 850.00 850.00 Pekerja Org 0.250 50,000.00 12,500.00 -Tk. Batu Org 0.500 60,000.00 30,000.00 -Kep. Tukang batu Org 0.025 65,000.00 1,625.00 -Mandor Org 0.000 70,000.00 0.00 -Total 44,125.00 70,890.00 115,015.00 Dibulatkan 115,015.00


(Rp.) UPAH BAHAN (Rp.)1 2 3 4 5 6 7 8

100.64Galian Tanah Pondasi m3 0.3600 39,250.00 - 14,130.00 Urugan Pasir m3 0.0560 147,700.00 - 8,271.20 Pasang Anstamping m3 0.0800 301,100.00 - 24,088.00 Pasangan Batu Belah Ad 1:4 m3 0.6500 580,600.00 - 377,390.00 Pasangan Bata Ad - 1 :4 m2 0.5100 75,300.00 - 38,403.00 Plesteran + Acian Ad -1 :4 m2 1.0200 36,600.00 - 37,332.00 Beton Kolom Praktis 15/15 K -175 m3 0.0132 5,024,000.00 - 66,316.80 Beton Sloof 12/15 K -175 m3 0.0180 4,633,000.00 83,394.00 Pagar BRC H-90 X 240 Dia -6mm m2 1.1000 73,800.00 - 81,180.00 Pengecatan Vinilex m2 1.1650 35,100.00 - 40,891.50 Total 771,396.50 771,396.50 Dibulatkan 771,300.00

100.65 Memasang Lapisan ijuk tebal 10 cm, untuk bidang resapanIjuk kg 6.000 10,000.00 - 60,000.00 Pekerja oh 0.150 50,000.00 7,500.00 Mandor oh 0.015 70,000.00 1,050.00 Total 8,550.00 60,000.00 68,550.00 Dibulatkan 68,500.00

100.67 1 M2 PASANG PONDASI ROLLAG (PAS. BATA MERAH 1 BATA) ad 1:4 Bata Merah Bh 140.0000 475 66,500.00 PC Kg 26.5500 1,240 32,922.00 Pasir Pasang M3 0.0930 120,000 11,160.00 Pekerja Org 0.6500 50,000 32,500 21,125.00 Tukang Batu Org 0.2000 60,000 12,000 2,400.00 Kepala Tukang Batu Org 0.0200 65,000 1,300 26.00 Mandor Org 0.0300 70,000 2,100 63.00 Total 47,900.00 134,196.00 182,096.00 Dibulatkan 182,000.00

100.67 1 BH PASANG LAMPU TAMAN lampu Taman steanless Bh 1.0000 550,000 550,000.00 550,000

Tukang Org 0.3000 60,000 18,000 18,000 Total 18,000.00 550,000.00 568,000.00 Dibulatkan 568,000.00 1M2 Pasang Kansteen bata merah dengan plesteran dan acianBata merah bh 70.000 475 33250 Pasir pasang m3 0.071 120000 8520 Semen Portland kg 18.114 1240 22461 Pekerja oh 0.800 50000 40000 Tukang batu oh 0.350 60000 21000 Kepala Tukang Batu oh 0.035 65000 2275 Mandor oh 0.040 70000 2800 Total 66,075.00 64,231.36 130,306.36 Dibulatkan 130,300.00

1 M' PEMASANGAN PAGAR BRC + PASANGAN BATA T=1.55 ( Pondasi Baru )

ANALISA BETON BERTULANG ( A B B )

CARA MENGHITUNG HARGA SATUAN PEKERJAAN KONSTRUKSI BETON BERTULANG

Hasil Analisa Pekerjaan Cor Beton Site Mix K.175 Rp 849,000.00 Hasil Analisa Pekerjaan Besi Beton U.24 Rp 14,800.00 Hasil Analisa Pekerjaan Bekisting papan Rp 117,300.00 Hasil Analisa Pekerjaan Stoot Werk Rp 282,590.00

NO JENIS DAN UKURAN VOLUME SAT HARGA JUMLAH 100.25 KOLOM PRAKTIS 12/12

Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00

16.667 M2 117,300.00 1,955,000.00Jumlah 5,024,000.00Dibulatkan 5,024,000.00

100.26 KOLOM 15/20Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.27 RING BALOK 15/20Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.28 SLOOF 12/20Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.29 KOLOM STRUKTUR 15/20Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.30 BALOK SELASAR 15/20Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00

16.667 M2 117,300.00 1,955,000.00Stoot werk 1.000 M2 282,590.00 282,590.00Jumlah 5,306,590.00Dibulatkan 5,306,590.00

100.31 PLATE / DAK ATAP BETON T- 8 CMBeton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 180.000 Kg 14,800.00 2,664,000.00Bekisting papan 12.500 M2 117,300.00 1,466,250.00Stoot werk 1.000 M2 282,590.00 282,590.00Jumlah 5,261,840.00Dibulatkan 5,261,840.00



Bekisting papan (1m3:0,12:0,12m)*(0,12*2)*Analisa

Bekisting papan ( 1m3:0,15:0,20m)*(0,15*2+0,20*2)* Analisa




Bekisting papan ( 1m3:0,15:0,20m)*(0,2*2+0,15)* Analisa


NO JENIS DAN UKURAN VOLUME SAT HARGA JUMLAH 100.33 PLATE / DAK ATAP BETON T- 10 CM

Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 110.000 Kg 14,800.00 1,628,000.00Bekisting papan 10.000 M2 117,300.00 1,173,000.00Stoot werk 1.000 M2 282,590.00 282,590.00Jumlah 3,932,590.00Dibulatkan 3,932,590.00



100.34 BALOK 12/30Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.35 BALOK 20/30Beton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 150.000 Kg 14,800.00 2,220,000.00


100.36 FOOTPLATBeton Site Mix K. 175 1.000 M3 849,000.00 849,000.00Besi Beton U- 24 125.000 Kg 14,800.00 1,850,000.00

4.000 M2 117,300.00 469,200.00Jumlah 3,168,200.00Dibulatkan 3,168,200.00




Bekisting papan ( 1m3:0,3)*(0,3*4)* Analisa




(Rp.) (Rp.) (Rp.) (Rp.)

1 2 3 4 5 6 7 5



1 Pengukuran dan Pasang Bouwplank 43.62 M' 47,940 12,000 2,091,143 523,440 2,614,582.80

2 Los Kerja/Gudang 9.00 m2 443,415 30,000 3,990,735 270,000 4,260,735.00

2 Perataan tanah 50.00 - 2,280 - 114,000 114,000.00

- - - - 6,989,317.80

II. PEKERJAAN TANAH DAN PONDASI - - - -

1 Galian Tanah Untuk Pondasi 28.86 - 39,250 - 1,132,657 1,132,656.88

2 Urugan Tanah kembali 7.21 500 10,930 3,607 78,853 82,460.31

3 Pemadatan Tanah (per 20 cm) 20.00 85,500 28,500 1,710,000 570,000 2,280,000.00

4 Urugan Pasir Bawah Pondasi + lantai 1.475 132,000 15,700 194,733 23,161 217,894.43

5 Pek. Pasangan Batu kosong 4.077 233,435 67,665 951,668 275,857 1,227,524.48

6 Pek. Pondasi Batu Kali ad. 1:4 20.38 m3 450,475 130,125 9,182,482 2,652,468 11,834,950.40

7 Pek. Pondasi Rollag 2.10 m2 134,100 47,900 281,610 100,590 382,200.00

- - - - 17,157,686.49

III PEKERJAAN PONDASI DAN BETON 0.00 - - -

1 Pek. Sloof 12/20 beton Site Mix K.175 1.84 m3 3,902,358 730,642 7,185,334 1,345,316 8,530,650.24

2 Pek. Kolom teras 12/20 beton Site Mix K.175 0.76 m3 4,175,192 848,808 3,156,445 641,699 3,798,144.00

3 Pek. Kolom struktur 15/20 beton Site Mix K.175 0.42 m3 4,338,892 919,708 1,822,335 386,278 2,208,612.00

4 Pek. Kolom praktis 12/12 beton Site Mix K.175 1.15 m3 4,175,192 848,808 4,809,821 977,827 5,787,648.00

5 Pek. Balok teras 12/20 beton Site Mix K.175 0.62 m3 4,175,192 848,808 2,605,320 529,656 3,134,976.00

6 Pek. Balok 12/30 beton Site Mix K.175 0.30 m3 6,470,342 1,768,748 1,919,362 524,682 2,444,043.66

7 Pek. Ringbalok & ampig 12/20 beton Site Mix K.175 1.56 m3 4,424,092 882,498 6,912,201 1,378,815 8,291,016.22

8 Pek. Dak Atap Beton 12 cm beton Site Mix K.175 2.01 m3 3,306,165 626,425 6,645,392 1,259,114 7,904,505.90

9 Pek. Kolom 15/15 beton Site Mix K.175 0.81 m3 4,382,545 938,615 3,549,861 760,278 4,310,139.60

- - - - 46,409,735.61

IV PEKERJAAN DINDING DAN PLESTERAN - - - -

1 Pek. Dinding bata ad. 1:4 128.29 m2 52,600 22,700 6,748,057 2,912,184 9,660,241.91

2 Pek. Plesteran dinding ad. 1:4 + acian 256.58 m2 10,575 26,025 2,713,335 6,677,498 9,390,832.77

3 Pek. Plesteran beton ad 1:4 + acian 9.60 m2 10,575 26,025 101,520 249,840 351,360.00

- - - - 19,402,434.67

V PEKERJAAN LANTAI - - - -

1 Pek. Lantai keramik 20x20 cm setara KW II 25.50 m2 80,575 60,725 2,054,663 1,548,488 3,603,150.00

2 Pek. Lantai keramik dinding 20x25 cm setara KW II 63.09 m2 106,625 78,075 6,726,971 4,925,752 11,652,723.00

3 Pek. Lantai keramik 30x30 cm setara KW II 15.30 m2 87,875 60,725 1,344,488 929,093 2,273,580.00

4 Pek. Pasangan Batu alam 25.20 m2 183,675 60,725 4,628,610 1,530,270 6,158,880.00

- - - - 23,688,333.00

VI. PEKERJAAN KUSEN PINTU DAN JENDELA - - - -

1 Pek. Daun pintu PVC #REF! bh #REF! 50,000 #REF! #REF!

2 Pek. Papan jalusi kayu klas II 2.04 m2 226,300 133,000 461,652 271,320 732,972.00

3 Pek. Daun pintu panel kayu klas II 13.23 m2 262,000 216,250 3,466,260 2,860,988 6,327,247.50

4 Pek. Daun jendela kaca (tanpa kaca) kayu klas II 1.02 m2 99,000 173,000 100,980 176,460 277,440.00

5 Pek Kusen Pintu/Jendela kayu klas II 0.44 m3 3,960,000 1,510,000 1,742,796 664,551 2,407,347.00

- - - - 9,745,006.50

VII. PEKERJAAN ALAT PENGGANTUNG DAN KACA - - - -

1 Pas. Kunci tanam double slagh 9.00 bh 180,000 30,000 1,620,000 270,000 1,890,000.00

2 Pas. Engsel pintu 27.00 bh 13,750 9,000 371,250 243,000 614,250.00

3 Pas. Engsel jendela 2.00 bh 9,000 6,000 18,000 12,000 30,000.00

4 Pas. Kait angin 2.00 bh 8,800 6,000 17,600 12,000 29,600.00

5 Pas. Slot jendela 1.00 bh 8,000 9,000 8,000 9,000 17,000.00

6 Pas. Kaca polos 5 mm 0.90 m2 149,600 18,000 134,640 16,200 150,840.00

- - - - 2,731,690.00

VIII. PEKERJAAN ATAP DAN PLAFOND - - - -

1 Pek. Rangka atap baja ringan Zinggalum 34.50 m2 146,625 39,775 5,058,563 1,372,238 6,430,800.00

2 Pek. Atap genteng mettal roof lapis pasir 34.50 m2 63,950 10,850 2,206,275 374,325 2,580,600.00

3 Pek. Plashing / Nok Listplang ( Mettal Lapis Pasir ) 9.20 m' 43,500 33,440 400,200 307,648 707,848.00

4 Pas. Plafond GRC board tebal 6 mm + rangka hol 24.85 m2 95,400 58,400 2,370,690 1,451,240 3,821,930.00

5 Pek. List plafond kayu klas II 60.00 m' 8,865 6,035 531,900 362,100 894,000.00

- - - -

- - - - 14,435,178.00

IX. PEKERJAAN PENGECATAN - - - -

1 Pek. Pengecatan dinding & beton sek. Metrolite 208.25 m2 7,650 27,450 1,593,113 5,716,463 7,309,575.00

2 Pek. Pengecatan plafond sek. Metrolite 24.85 m2 7,650 27,450 190,103 682,133 872,235.00

3 Pek. Pengecatan kusen pintu/jendela sek. Glotex 17.20 m2 14,450 30,650 248,482 527,057 775,539.60

HARGA SATUAN(Rp.)


(Rp.)

m3

m3

m3

m3

m2

m3


(Rp.) (Rp.) (Rp.) (Rp.)

1 2 3 4 5 6 7 5

HARGA SATUAN(Rp.)


(Rp.)

4 Pek. Pengecatan Dak Beton dengan Water proofing 13.50 m2 2,836 5,365 38,279 72,421 110,700.00

- - - - 9,068,049.60 X. PEKERJAAN INSTALASI LISTRIK DAN ARMATUR - - - -

1 Pas. Instalasi titik lampu 9.00 ttk 95,000 855,000 - 855,000.00 2 Pas. Instalasi titik stop kontak 9.00 ttk 95,000 855,000 - 855,000.00 3 Pas. Stop kontak 9.00 bh 10,600 95,400 - 95,400.00 4 Pas. Saklar tunggal 1.00 bh 12,000 12,000 - 12,000.00 5 Pas. Saklar ganda 1.00 bh 15,000 15,000 - 15,000.00 6 Pas. Lampu PLC 18 watt 20.00 bh 36,000 720,000 - 720,000.00 7 MCB 1.00 bh 187,600 187,600 - 187,600.00 8 Pas. Lampu Taman Lengkap Tiang 2.00 unit 550,000 18,000 1,100,000 36,000 1,136,000.00

- - - - 3,876,000.00 XI. PEKERJAAN SANITASI - - - -

1 Pas. Kloset jongkok 6.00 BH 169,950 170,950 1,019,700 1,025,700 2,045,400.00

2 Pas. Floor drain 10.00 BH 35,600 7,500 356,000 75,000 431,000.00

3 Pas. Kran air dia. 1/2" 16.00 BH 55,000 7,500 880,000 120,000 1,000,000.00 Air Bersih - - - -

1 Pas. Pipa dia. 1/2" AW 28.00 BH 8,084 5,916 226,352 165,648 392,000.00 Air kotor - - - -

1 Pas. Pipa dia. 1" AW 12.00 BH 16,084 5,916 193,008 70,992 264,000.00

2 Pas. Pipa dia. 4" AW 24.00 BH 114,786 13,315 2,754,852 319,548 3,074,400.00

- - - -

- - - - 7,206,800.00

XII PEKERJAAN GREASE TRAP/PENJEBAK LEMAK - - - -

1 Pekerjaan Tanah - - - -

2 Galian Tanah 0.22 - 39,250 - 8,655 8,654.62


4 Urugan Pasir 0.05 132,000 15,700 6,468 769 7,237.30 - - - -

Pekerjaan Lantai, Dinding Dan Beton - - - -

1 Grease Treap 1.00 unit 2,000,000 2,000,000 - 2,000,000.00

- - - - 2,016,522.00

XIII PEKERJAAN BAK KONTROL - - - - Pekerjaan Tanah 0.00 - - -

1 Galian Tanah 0.05 - 39,250 - 1,923 1,923.25


3 Urugan Pasir 0.005 132,000 15,700 594 71 664.65

Pekerjaan bak kontrol - - - -

1 Bak Kontrol Batu Bata Ukuran 30x30 T=35cm 1.00 unit 105,283 82,118 105,283 82,118 187,400.00 - - - - 190,127.92

XIV PEKERJAAN IPAL 0.00 - - -

1 Galian Tanah 18.84 - 39,250 - 739,625 739,625.12

2 Pek. Pasir urug 0.82 132,000 15,700 108,620 12,919 121,539.38

3 Pek. Lantai kerja 1.27 518,000 115,300 659,538 146,805 806,342.89

4 Pek. Plat Beton bertulang Dasar t.12cm 1.53 3,306,165 626,425 5,051,450 957,107 6,008,557.07

5 Pek. Dinding bata ad. 1:4 28.40 52,600 22,700 1,494,008 644,753 2,138,760.96

6 Pek. Plesteran dinding ad. 1:4 + acian 56.81 10,575 26,025 600,728 1,478,387 2,079,114.24

7 Pek. Plat Beton bertulang Penutup t.12cm 1.53 3,306,165 626,425 5,051,450 957,107 6,008,557.07

- - - - 17,902,496.72

- #VALUE! #VALUE! -

- - - -

XV PEKERJAAN LANDSCAPE - - - -

1 Penanaman Rumput gajah mini 45.00 15,000 6,000 675,000 270,000 945,000.00

- - - - 945,000.00

XVI PENGADAAN ALAT KEBERSIHAN - - - -

1 Pengadaan Gantungan Baju 2.00 bh 15,000 30,000 - 30,000.00

2 Pengadaan Tempat Sampah kecil (B3) 3.00 bh 15,000 45,000 - 45,000.00

3 Pengadaan Tempat Sampah 3 warna (42 ltr) 3.00 bh 135,000 405,000 - 405,000.00

4 Sapu Plastik 2.00 bh 15,000 30,000 - 30,000.00

5 Sapu Lidi 2.00 bh 8,000 16,000 - 16,000.00

6 Pengki 2.00 bh 8,000 16,000 - 16,000.00

7 Pel Dorong #REF! bh #REF! #REF! #REF! #REF!

8 Gayung 8.00 bh 8,000 64,000 - 64,000.00

9 Ember/jolang (40 ltr) 8.00 bh 20,000 160,000 - 160,000.00

- - - - #REF!

- - - -

XVII PEKERJAAN PEMAGARAN - - - -

1 Pas. Pagar BRC tinggi 90 cm lengkap tiang 10.20 M1 771,300 - 7,867,260 - 7,867,260.00

7,867,260.00

#REF!

#REF!

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m3

m2

DAFTAR HARGA SATUAN PEKERJAAN

HARGANO KODE URAIAN PEKERJAAN SATUAN

(Rp.)

1 2 3 4 1 100.01 1 m1 Pek. Pengukuran dan Pasang Bowplank 59,940.00 2 100.02 1 m2 Pek. Kantor Direksikeet 546,665.00 3 100.03 1 m2 Los Kerja/Gudang 473,415.00 4 100.04 1 bh Papan Nama Proyek 357,000.00 5 100.05 1 m3 Pek.Galian Tanah Biasa Max. Kedalaman 1 m' 39,250.00 6 100.06 1 m3 Urugan Tanah Kembali 11,430.00

7 100.07 1 m3 Urugan Pasir Urug 147,700.00 8 100.08 1 m3 114,000.00 9 100.09 1 m3 Lantai Kerja 1 Pc:3Ps:5Krl 633,300.00 10 100.10 1 m3 Pasangan Anstamping Batu Belah 301,100.00 11 100.11 1 m3 Pas. batu kali 1:4 580,600.00 12 100.12 1 m2 Pas Bata merah 1: 2 84,000.00 13 100.13 1 m2 Pas.Bata merah 1:4 75,300.00 14 100.14 1 m2 Plesteran Dinding 1:3 + Acian 38,400.00 15 100.15 1 m2 Plesteran Dinding 1:4 + Acian 36,600.00 16 100.16 1 m2 Lantai Keramik 30 / 30 DN Putih KW II 148,600.00 17 100.17 1 m2 Pasang Glass Block Uk-20 x 20 244,400.00 18 100.18 1 m2 Lantai Keramik KM/WC 20 / 20 DN Bercorak Berwarna KW II 141,300.00 19 100.19 1 m2 Dinding Keramik 20 / 25 DN Bercorak Berwarna KW II 184,700.00 20 100.20 1 m2 Bekisting dengan Papan 117,300.00 21 100.21 1 m2 Pasangan Stoot Werk 282,590.00 22 100.22 1 m3 Cor Beton Site Mix K. 175 849,000.00 23 100.23 1 kg Besi Beton Terpasang U-24 14,800.00 24 100.24 1 m3 Membuat Kolom Praktis 12/12 Beton Bertulang K-175 5,024,000.00 25 100.25 1 m3 Membuat Kolom Selasar 15 / 20 Beton Bertulang K-175 5,258,600.00 26 100.26 1 m3 Membuat Ring Balok / Balok Ampig15/20 Beton Bertulang K-175 4,633,000.00 27 100.27 1 m3 Membuat Sloof 12/20 Beton Bertulang K-175 4,633,000.00 28 100.28 1 m3 Membuat Kolom Struktur 15/20 Beton Bertulang K-175 5,258,600.00 29 100.29 1 m3 Membuat Ring Balok Selasar 12/20 Beton Bertulang K-175 5,306,590.00 30 100.30 1 m3 Membuat Plate / Dak Atap Beton T-8 Cm Beton Bertulang K-175 5,261,840.00 31 100.32 1 m3 Membuat Kolom Stuktur 12 / 20 Beton Bertulang K-175 5,024,000.00 32 100.31 1 kg Pek. Erektion Konstruksi kuda-kuda besi 700.00 33 100.32 1 kg Pek. Konstruksi besi Profil Siku Ex-DN S.I.I 13,300.00 34 100.33 1 kg Pek. Konstruksi besi Profil Plate Ex- DN S.I.I 13,600.00 35 100.34 1 m2 Pek. Konstruksi Rangka Baja Ringan Jarak Kuda Kuda 1.2 M 186,400.00 36 ( Lengkap Terpasang Kuda-Kuda Berikut Reng),Serta Dokumen

37 38 100.35 1 titik Pek. Melobang Konstruksi Besi Dengan Bor. 1,700.00 39 100.36 1 bh Pek Pasang Mur Baud ( HTB ) Dia- 12 mm 5,500.00 40 100.37 1 m' Pek. Pasang Listplang GRC t-8 mm / 20 Cm ( Single) 21,200.00 41 100.38 1 bh Pek. Pasang Turn Buckle / Wattermur Dia- 12 mm 20,800.00 42 100.39 1 bh Pek. Pasang Angkur Baud Dia- 12 mm / 350 mm Ketinggian > 3 M 20,900.00 43 100.40 1 m2 54,550.00 44 100.41 1 m2 Pas. Atap Mettal Roof Lapis Pasir 74,800.00 45 100.42 1 m' Pas. Bubungan / Nok Mettal Lapis Pasir 76,940.00 46 100.43 1 m2 275,100.00 47 100.44 1 m' 76,940.00 48 100.45 1 m2 17,600.00 49 100.46 1 m2 Pas. Atp Asbes Glombang Uk- 80 x180 x 4 mm 17,675.00 50 100.47 1 m ' Pas. Nok/ Bubungan Asbes 18,500.00 51 100.48 1 m3 Konstruksi Kuda kuda / gordeng kayu Klas II 4,645,600.00 52 100.49 1 m' Pasang Talang Miring Plate Zincalume T-0,8 mm Thk 32,300.00

Pek.Urugan+ Pemadatan tanah (Layer tiap 20 cm)

Gambar Desain,Dokumen Perhitungan Struktur,Sertifikat Garansi ±10 Tahun)

Pas. Rangka Atap Genteng JTW, Kayu klas II ( Hanya Rangkanya

Pas. Roster Beton 20 x 20 cm Ketinggian > 3 M ( U- Sofi Sofi )Pas. Plashing / Nok Listplang ( Mettal Lapis Pasir )Pas. Atap Asbes Motif Genteng ( LE-100x70 Cm)

HARGANO KODE URAIAN PEKERJAAN SATUAN

(Rp.)

1 2 3 4 53 100.50 1 m3 Kusen Kayu Klas II 5,470,000.00 54 100.51 1 m2 Daun Pintu Panil Kayu Klas II 478,250.00 55 100.52 1 m2 272,000.00 56 100.53 1 m2 Daun Pintu Jendela Jalusi 460,700.00 57 100.54 1 m2 Pas. Papan Jalusi pada Kusen 359,300.00 58 100.55 1 m2 Pas. Plafond asbes 3 mm berikut Rangka K-Klas II 300,000.00 59 100.56 1 m2 Pas. Plafond asbes 3 mm berikut Rangka K- Terentang 293,825.00

1 m2 MEMBUAT PLAFOND TRIPLEK 4mm RANGKA KAYU KLAS II 54,600.00 1 m2 MEMBUAT PLAFOND GRC BOARD 6 mm RANGKA HOLLOW 153,800.00

60 100.57 1 m2 Pengecatan Dinding Set Avitex (2x) 35,100.00 61 100.58 1 m2 Pengecatan Plafond Set Metrolite (2x) 35,100.00 62 100.59 1 m2 Pengecatan Kayu (2x) Berikut Meni 45,100.00 63 100.60 1 m2 20,200.00 64 100.61 1 m2 Meresidu kuda- kuda dan rangka atap 22,900.00 65 100.62 1 Bh Pasang kunci Double salagh 210,000.00 66 100.63 1 Bh Pasang engsel pintu 22,750.00 67 100.64 1 Bh Pasangan grendel 17,000.00 68 100.65 1 Bh Pasang engsel jendela 15,000.00 69 100.66 1 Bh Pasang kait angin 14,800.00 70 100.67 1 m2 Pasang kaca polos 3 mm 141,915.00 71 100.68 1 m2 Pasang kaca polos 5 mm 167,600.00 69 100.69 1 m' Saluran Grefel Beton 1/2 Dia 20 Cm + Pasangan 195,700.00 70 100.70 1 bh Memasang Kloset Jongkok Porselint 340,900.00 71 100.71 1 bh Membuat Bak Mandi Batu Bata Vol. 0,3 M3 997,700.00 72 100.72 1 bh Membuat Bak Kontrol Batu Bata Uk. 30 x 30 T= 35 Cm 187,400.00 73 100.73 1 Unit 3,497,200.00 74 100.74 1 m2 Pemasangan Paving Block Natural T - 6 Cm. 115,015.00 75 100.75 1 m' Pemasangan Pagar BRC + Pasangan Bata T - 155 771,300.00 76 100.76 1 m2 Pemasangan Pintu Gerbang Besi SistimSorong T -155 486,900.00 77 100.77 1 m' Pekerjaan Pagar Bata T-1.8 M' Finishing Kamprot 808,200.00 78 100.78 1 m2 Pek Finishing Dinding Kamprot Ad - 1 :4 19,200.00 79 100.79 1 m' Pek Pasangan Saluran Dr Bata Lebar 20 Cm ad -1 :4 68,500.00 80 100.80 1 m2 Pasang Pondasi Rollag (Pas. bata merah 1 bata ) ad 1:4 182,000.00 81 100.81 1 bh Pasang Lampu taman 568,000.00

Daun Jendela Kaca (Tanpa Kaca )

Pengecatan Genteng ( Emultion Painth)

Septictank 2,5 x 1,5 x 1,5M+ Rembesannya ( Type Kecil)

DAFTAR HARGA SATUAN UPAH

HARGA

NO MACAM PEKERJA UPAH SATUAN

( Rp.)

1 Pekerja 50,000.00 Org/Hr/8 Jam

2 Tukang Batu 60,000.00 Org/Hr/8 Jam

3 Kepala Tukang Batu 65,000.00 Org/Hr/8 Jam

4 Tukang Kayu 60,000.00 Org/Hr/8 Jam

5 Kepala Tukang Kayu 65,000.00 Org/Hr/8 Jam

6 Tukang Cat/Pelitur 60,000.00 Org/Hr/8 Jam

7 Kepala Tukang Cat/Pelitur 65,000.00 Org/Hr/8 Jam

8 Tukang Besi Beton Terampil 60,000.00 Org/Hr/8 Jam

9 Kepala Tukang Besi Beton 65,000.00 Org/Hr/8 Jam

10 Tukang Besi Profil 60,000.00 Org/Hr/8 Jam

11 Kepala Tukang Besi Profil 65,000.00 Org/Hr/8 Jam

12 M a n d o r 70,000.00 Org/Hr/8 Jam

13 Operator Alat Besar 65,000.00 Org/Hr/8 Jam

14 Pemb. Operator 50,000.00 Org/Hr/8 Jam

15 Supir 60,000.00 Org/Hr/8 Jam

16 Kenek 50,000.00 Org/Hr/8 Jam

17 Penjaga Malam 50,000.00 Org/Hr/8 Jam

rab panyaungan baru_4 oce.xls

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