MCK KECIL

DAFTAR SATUAN UPAH DAN BAHAN

Program: Pengembangan Kinerja Pengelolaan Air Minum dan Air LimbahKegiatan: Penyediaan Sarana dan Prasarana Air LimbahPekerjaa: Pembuatan Septictank dan MCK KomunalLokasi : Kuala Pembuang - Kabupaten Seruyan

No. URAIAN SATUANHARGA( Rp )

A. UPAH 1 Pembantu tukang Org/hr 43,750.002 Mandor Org/hr 75,000.003 Laden tukang batu Org/hr 43,750.004 Tukang batu Org/hr 68,750.005 Kepala tukang batu Org/hr 75,000.006 Laden tukang kayu Org/hr 43,750.007 Tukang kayu Org/hr 68,750.008 Kepala tukang kayu Org/hr 75,000.009 Laden tukang besi Org/hr 43,750.00

10 Tukang besi Org/hr 68,750.0011 Kepala tukang besi Org/hr 75,000.0012 Laden tukang cat Org/hr 43,750.0013 Tukang cat Org/hr 68,750.0014 Kepala tukang cat Org/hr 75,000.00

B. BAHAN 1 Pasir Urug m3 44,625.002 Batu bata bh 437.503 Semen kg 1,250.004 Pasir pasang m3 57,150.005 Kayu ulin m3 2,812,500.006 Kayu lanan m3 1,187,500.007 Pasir beton m3 63,500.008 Koral beton 2-3 m3 497,700.009 Batu belah m3 410,312.50

10 Kayu bekisting m3 1,062,500.0011 Paku kayu kg 9,375.0012 Besi beton kg 11,250.0013 Kawat beton kg 14,375.0014 Papan bekisting m3 1,062,500.0015 Plywood lbr 75,000.0016 Kayu galam dia. 8-10 / 4m btg 12,500.0017 Keramik 20 x 20 bh 2,500.0018 Semen warna kg 2,500.0019 List gypsum board m' 37,500.0020 Kalsium kg 2,000.0021 Cat meni kayu kg 15,625.0022 Plamir kayu kg 27,500.0023 Cat dasar kilap kg 14,375.0024 Cat penutup 2 kali (kayu) kg 31,250.0025 Plamir tembok kg 6,875.0026 Cat dasar (tembok) kg 8,750.0027 Cat penutup 2 kali (tembok) kg 22,500.0028 Kunci tanam bh 150,000.0029 Handle jendela bh 15,000.0030 Grendel bh 15,000.0031 Tarikan bh 15,000.0032 Engsel pintu bh 25,000.0033 Engsel jendela bh 15,000.0034 Bak air fibre glass 1,2 m3 bh 850,000.0035 Kloset jongkok bh 93,750.0036 Bak air fibre 70x70 bh 150,000.0037 Kran air bh 15,000.00

38 Floor drain bh 25,000.00

No. URAIAN SATUANHARGA( Rp )

39 Pipa PVC 1/2" btg 15,000.0040 Pipa PVC 2,5" btg 37,500.0041 Pipa PVC 4' btg 115,625.0042 Pompa listrik bh 500,000.0043 Lampu TL 40 watt bh 50,000.0044 Lampu pijar 25 watt bh 20,000.0045 MCB bh 150,000.00

46 Keramik 30x30 bh 5,265.3747 Glass Block bh 10,000.00

RENCANA ANGGARAN BIAYA (RAB)

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air LimbahKegiatan : Penyediaan Sarana dan Prasarana Air LimbahPekerjaan : Pembuatan Septictank dan MCK KomunalLokasi : Kuala Pembuang - Kabupaten Seruyan

Halaman - 1

No. URAIAN PEKERJAAN VOLUME ANALISAHARGA SATUAN JUMLAH

(Rp) (Rp)1 2 3 4 5 6

I Pekerjaan Pendahuluan1 Pembersihan lokasi pekerjaan Ls Ls ### 1,250,000.002 Pengukuran dan pasang bouwplank Ls Ls 825,000.00 825,000.003 Pembuatan papan nama kegiatan 1 bh Ls 350,000.00 350,000.004 Pembuatan dokumentasi dan laporan peker Ls Ls 850,000.00 850,000.00

J U M L A H I 3,275,000.00II Pekerjaan Tanah1 Galian tanah pondasi foot plate dan pondasi 22.62 m3 01.2.1 20,500.00 463,710.00 2 Galian tanah septictank 21.00 m3 01.2.2 26,912.50 565,162.50 3 Urugan kembali galian 5.66 m3 01.2.9 9,825.00 55,560.38 4 Urugan tanah /pasir bangunan 6.00 m3 01.2.12 66,362.50 398,175.00 5 Urugan pasir lantai dasar septictank 1.05 m3 01.2.12 66,362.50 69,680.63 6 Cerucuk kayu galam dia. 10/12 - 4 m 126.00 Btg Ls 7,500.00 945,000.00

J U M L A H II 2,497,288.50III Pekerjaan Beton dan Pasangan1 Pek. Cor foot plate 80x80, 1: 2:3 (besi 175 k 0.96 m3 SUP.V.C ### 3,014,886.96 2 Pek. Cor sloof struktur 15/20, 1:2:3 (besi 20 0.72 m3 SUP.V.D ### 2,808,756.72 3 Pek. Cor lantai kerja tebal 5 cm bawah foot 0.24 m3 G.44 782,694.00 187,846.56 4 Pek. Cor lantai kerja tebal 5 cm bawah ponda 0.72 m3 G.44 782,694.00 563,539.68 5 Pek. Pasangan pondasi bata rollag camp. 1: 51.20 m2 02.1.4 ### 41,052,761.60 6 Pek. Cor sloof dinding 15/20 dan balok gant 0.65 m3 SUP.V.D ### 2,516,177.90 7 Pek. Cor kolom 20/20, 1:2:3 (besi 200 kg) 1.28 m3 SUP.V.D ### 5,008,949.48 8 Pek. Cor kolom praktis 15/15, 1:2:3 (besi 12 7.20 m2 SUP.V.J 59,722.80 430,004.16 9 Pek. Pasangan dinding 1/2 bata 40.10 m2 03.1.9 70,207.45 2,815,318.75

10 Pek. Pasangan bata 1 batu (rollag) 7.05 m2 03.1.4 ### 1,027,114.15 11 Pek. Cor ring balk 15/20, 1:2:3 (besi 150 kg) 0.65 m3 SUP.V.C ### 2,025,627.18 12 Pek. Cor dack lantai KM/WC, 1:2:3 (besi 125 1.58 m3 SUP.V.C ### 4,946,298.92 13 Pasangan dinding keramik KM/WC 21.89 m2 SUP.IV.L ### 3,102,167.62 14 Pasangan lantai keramik KM/WC 7.50 m2 SUP.IV.C ### 1,042,033.50 15 Pasangan lantai keramik permukaan kasar t 7.50 m2 SUP.IV.D ### 1,042,033.06 16 Pembuatan pasangan bata anak tangga MC 2.70 m2 Ls 45,000.00 121,500.00 17 Cor beton rabat lantai bangunan tebal 5 cm 0.38 m3 G.44 ### 293,510.25 18 Pek. Perancah beton dan apar-apar 7.50 m2 Ls 17,500.00 131,250.00 19 Plesteran dinding bata camp. 1:4 80.20 m2 03.3.4 11,218.00 899,683.60 20 Plesteran kolom camp. 1:2 14.40 m2 03.3.2 15,196.55 218,830.32

J U M L A H III 73,248,290.40IV Pekerjaan Kosen Pintu dan Jendela1 Kosen kayu ulin 5/10 (diruiter) 0.08 m3 11.1.1 ### 392,300.00 2 Daun pintu panel lanan lapis formika 2.80 m2 11.1.6 285,625.00 799,750.00 3 Daun ventilasi BV 0.56 m2 11.1.8 200,562.50 112,315.00 4 Pasangan kaca es ventilasi BV 0.84 m2 Ls 115,000.00 96,600.00 5 Pemasangan grendel pintu 2.00 bh Ls 15,000.00 30,000.00 6 Pemasangan engsel pintu 6.00 bh ls 25,000.00 150,000.00 7 Pemasangan pegangan pintu KM/WC 2.000 bh Ls 35,000.00 70,000.00

J U M L A H IV 1,650,965.00

Halaman - 2

No. URAIAN PEKERJAAN VOLUME ANALISAHARGA SATUAN JUMLAH

(Rp) (Rp)1 2 3 4 5 6V Pekerjaan Plafond1 Pek. Rangka plafond kayu lanan 30.36 m2 11.3.1 57,965.63 1,759,836.38 2 Pek. Plafond plywood 60x120 cm 30.36 m2 12.1.4 39,356.25 1,194,855.75

J U M L A H V 2,954,692.13VI Pekerjaan Atap1 Rangka kuda kuda kayu lanan 0.46 m3 11.2.2 ### 1,198,875.00 2 Pasangan gording, Nok dan kayu lanan 0.56 m3 11.7.1 ### 1,042,314.00 3 Rangka atap genteng metal 30.36 m2 11.2.5 30,631.25 929,964.75 4 Penutup atap genteng metal 30.36 m2 13.1.2 83,887.50 2,546,824.50 5 Bubungan atap genteng metal 17.30 m' 13.1.3 58,662.50 1,014,861.25 6 Lisplank papan ulin 3/20 cm 22.40 m' 11.4.2 32,993.75 739,060.00 7 Tawing layar papan lanan 2.000 m2 F.38.b 184,781.25 369,562.50

J U M L A H VI 7,841,462.00VII Pekerjaan Sanitasi

1 Penyambungan air bersih PDAM 1.00 Unit Ls 850,000.00 850,000.00 2 Pek. Pasangan kloset jongkok keramik 2.00 bh Ls 150,000.00 300,000.00 3 Pek. Pasangan bak air fiber glass lapis kera 2.00 bh Ls 175,000.00 350,000.00 4 Pek. Pasangan floor drain 4.00 bh Ls 25,000.00 100,000.00 5 Pek. Pasangan kran leding 8.00 bh Ls 15,000.00 120,000.00 6 Pek. Pasangan pipa air kotor PVC AW 4" + as 20.00 m' Ls 10,000.00 200,000.00 7 Pek. Pasangan pipa air kotor PVC AW 2" + as 15.000 m' Ls 8,000.00 120,000.00 8 Pek. Pasangan pipa air bersih PVC AW 1/2" + 25.000 m' Ls 6,000.00 150,000.00 9 Pek. Pembuatan saluran air 15.000 m' Ls 30,000.00 450,000.00

J U M L A H VII 2,640,000.00VIII Pekerjaan Pengecatan

1 Pek. Cat kilap kosen, daun pintu dan jendela 3.36 m2 K.04 27,706.25 93,093.00 2 Pekerjaan cat plafond 30.36 m2 K.09 13,278.75 403,142.85 3 Pekerjaan cat dinding, lisplank dan kolom 80.20 m2 K.09 13,278.75 1,064,955.75

J U M L A H VIII 1,561,191.60IX Pekerjaan Listrik1 Instalasi titik lampu dan stop kontak 4.00 ttk Ls 150,000.00 600,000.00 2 Pasang MCB 1.00 bh Ls 150,000.00 150,000.00 3 Pasangan lampu pijar 25 watt 4.00 bh Ls 15,000.00 60,000.00 4 Penyambungan listrik 1.300 watt 1.00 unit Ls ### 3,250,000.00

J U M L A H IX 4,060,000.00X Pekerjaan Jalan Masuk (Semenisasi lebar 1.5 M) = 75 M1 Urugan peninggian alas jalan 11.25 m3 01.2.12 66,362.50 746,578.13 2 Pasangan 1/2 bata bagian samping jalan 60.00 m2 03.1.9 70,207.45 4,212,447.00 3 Cor beton lantai jalan - 5 cm 5.63 m3 G.44 782,694.00 4,402,653.75

J U M L A H X 9,361,678.88

Halaman - 3

R E K A P I T U L A S I B I A Y A

I Pekerjaan Pendahuluan Rp. 3,275,000.00II Pekerjaan Tanah Rp. 2,497,288.50III Pekerjaan Beton dan Pasangan Rp. 73,248,290.40IV Pekerjaan Kosen Pintu dan Jendela Rp. 1,650,965.00V Pekerjaan Plafond Rp. 2,954,692.13VI Pekerjaan Atap Rp. 7,841,462.00VII Pekerjaan Sanitasi Rp. 2,640,000.00VIII Pekerjaan Pengecatan Rp. 1,561,191.60IX Pekerjaan Listrik Rp. 4,060,000.00X Pekerjaan Jalan Masuk (Semenisasi lebar 1.5 M) = 75 M Rp. 9,361,678.88

JUMLAH TOTAL Rp. ###DIBULATKAN Rp. ###

TERBILANG : /// SERATUS SEPULUH JUTA RUPIAH ///

Diperiksa / Disetujui Dibuat OlehKepala Bidang Cipta Karya Staf Bidang Cipta Karya

Dinas Pekerjaan Umum Dinas Pekerjaan UmumKabupaten Seruyan Kabupaten Seruyan

SOETOYO S.DARNO, MM TAUFIK RAHMAN, STNIP. 010 089 331 NIP. 530 018 997

Mengetahui ;Kepala Dinas Pekerjaan Umum

Kabupaten Seruyan

Ir. KANTET SRI WALUYONIP. 010 223 311

: Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

7.5

1.050 6.300 0.850 16.320 22.62021.000

5.655

6.000

1.050

54.000 72.000 126.000

0.960

0.720

0.240 22.500 91.500

0.720

19.200 32.000 51.200

0.645 56.000 12.500 36.000 104.5001.284 7.250

7.200

19.500 15.600 5.000 40.100

7.050

0.645 1.260 1.905

1.575 196.000 81.000 115.000

11.250 9.000 5.000 25.250 2.800 0.560 21.890

7.500

7.500 22.500 -15.000

2.700

0.375 30.000 30.375 1.519

7.500

80.200 #VALUE! #VALUE!

72.000 134.400

0.030

0.050 0.030 0.080

2.800 3.200 6.000

0.560

0.840

6.400 10.900 17.300

13.200 9.200 22.400

2.800 0.560 3.360

80.200

190,909,431.501

DAFTAR ANALISA PEKERJAAN

Program: Pengembangan Kinerja Pengelolaan Air Minum dan Air LimbahKegiatan: Penyediaan Sarana dan Prasarana Air LimbahPekerjaa: Pembuatan Septictank dan MCK KomunalLokasi : Kuala Pembuang - Kabupaten Seruyan

No.ANALISA URAIAN PEKERJAANSATUAN UPAH BAHAN JUMLAH( Rp ) ( Rp ) ( Rp ) ( Rp )

1 SNI Galian tanah biasa sedalam 1 m 1 m301.2.1 0.4000 Oh Pembantu tukang 43,750.00 17,500.00 -

0.0400 Oh Mandor 75,000.00 3,000.00 -20,500.00 - 20,500.00

2 SNI Urugan kembali 1 m201.2.9 0.1920 Oh Pembantu tukang 43,750.00 8,400.00 -

0.0190 Oh Mandor 75,000.00 1,425.00 -9,825.00 - 9,825.00

3 SNI Urugan Pasir Terhitung Penyiraman 1 m301.2.12 1.2000 m3 Pasir Urug 44,625.00 53,550.00 -

0.2500 Oh Laden tukang batu 43,750.00 - 10,937.500.0250 Oh Mandor 75,000.00 - 1,875.00

53,550.00 12,812.50 66,362.504 SNI Pasangan batu bata tebal 1/2 bata camp. 1:4 1 m2

03.1.9 70.0000 Bh Batu bata 437.50 - 30,625.0011.5000 Kg Semen 1,250.00 - 14,375.00

0.0430 m3 Pasir pasang 57,150.00 - 2,457.450.3200 Oh Pekerja 43,750.00 14,000.00 -0.0150 Oh Mandor 75,000.00 1,125.00 -0.1000 Oh Tukang batu 68,750.00 6,875.00 -0.0100 Oh Kepala tukang 75,000.00 750.00 -

22,750.00 47,457.45 70,207.455 SNI Pasangan pintu panil kayu ulin 1 m2

11.1.5 0.0400 m3 Kayu ulin ### - 112,500.001.0000 Oh Pekerja 43,750.00 43,750.00 -0.0500 Oh Mandor 75,000.00 3,750.00 -2.5000 Oh Tukang kayu 68,750.00 171,875.00 -0.2500 Oh Kepala tukang 75,000.00 18,750.00 -

238,125.00 112,500.00 350,625.006 SNI Pasangan pintu panil kayu lanan 1 m2

11.1.6 0.0400 m3 Kayu lanan ### - 47,500.001.0000 Oh Pekerja 43,750.00 43,750.00 -0.0500 Oh Mandor 75,000.00 3,750.00 -2.5000 Oh Tukang kayu 68,750.00 171,875.00 -0.2500 Oh Kepala tukang 75,000.00 18,750.00 -

238,125.00 47,500.00 285,625.007 SNI Pasangan pintu dan jendela kaca kayu lanan 1 m2

11.1.8 0.0350 m3 Kayu lanan ### - 41,562.500.0800 Oh Pekerja 43,750.00 3,500.00 -0.0400 Oh Mandor 75,000.00 3,000.00 -2.0000 Oh Tukang kayu 68,750.00 137,500.00 -0.2000 Oh Kepala tukang 75,000.00 15,000.00 -

159,000.00 41,562.50 200,562.508 G.44 Membuat beton tumbuk camp. 1Pc : 4 Ps : 6 Kr 1 m3

### Kg Semen 1,250.00 - 216,250.000.5700 m3 Pasir beton 63,500.00 - 36,195.000.8700 m3 Koral beton 497,700.00 - 432,999.001.6500 Oh Pekerja 43,750.00 72,187.50 -0.0800 Oh Mandor 75,000.00 6,000.00 -0.2500 Oh Tukang batu 68,750.00 17,187.50 -0.0250 Oh Kepala tukang 75,000.00 1,875.00 -

97,250.00 685,444.00 782,694.00


9 SNI Plesteran tebal 15 mm camp. 1:4 1 m203.3.4 5.2000 Kg Semen 1,250.00 - 6,500.00

0.0200 m3 Pasir pasang 57,150.00 - 1,143.000.0400 Oh Pekerja 43,750.00 1,750.00 -0.0040 Oh Mandor 75,000.00 300.00 -0.0200 Oh Tukang batu 68,750.00 1,375.00 -0.0020 Oh Kepala tukang 75,000.00 150.00 -

3,575.00 7,643.00 11,218.0010 SNI Pasangan pondasi batu kali camp. 1:4 1 m3

02.1.4 1.1000 m3 Batu belah 410,312.50 - 451,343.75### Kg Semen 1,250.00 - 203,750.00

0.5200 m3 Pasir pasang 57,150.00 - 29,718.001.5000 Oh Pekerja 43,750.00 65,625.00 -0.0750 Oh Mandor 75,000.00 5,625.00 -0.6000 Oh Tukang batu 68,750.00 41,250.00 -0.0600 Oh Kepala tukang 75,000.00 4,500.00 -

117,000.00 684,811.75 801,811.7511 F.08b Mengerjakan Papan Bekisting 1 m2

5.0000 Oh Tukang kayu 68,750.00 343,750.00 -0.5000 Oh Kepala tukang kayu 75,000.00 37,500.00 -2.0000 Oh Laden tukang kayu 43,750.00 87,500.00 -0.1000 Oh Mandor 75,000.00 7,500.00 -4.0000 Kg Paku kayu 9,375.00 - 37,500.000.4000 m3 Papan bekisting ### - 425,000.00

476,250.00 462,500.00 938,750.0012 G.41 Membuat beton tumbuk camp. 1Pc : 2 Ps : 3 Kr 1 m3

### Kg Semen 1,250.00 - 290,000.000.5200 m3 Pasir beton 63,500.00 - 33,020.000.8700 m3 Koral beton 497,700.00 - 432,999.001.6500 Oh Pekerja 43,750.00 72,187.50 -0.0800 Oh Mandor 75,000.00 6,000.00 -0.2500 Oh Tukang batu 68,750.00 17,187.50 -0.0250 Oh Kepala tukang 75,000.00 1,875.00 -

97,250.00 756,019.00 853,269.0013 SNI Plesteran tebal 15 mm camp. 1:2 1 m2

03.3.2 8.5200 Kg Semen 1,250.00 - 10,650.000.0170 m3 Pasir pasang 57,150.00 - 971.550.0400 Oh Pekerja 43,750.00 1,750.00 -0.0040 Oh Mandor 75,000.00 300.00 -0.0200 Oh Tukang batu 68,750.00 1,375.00 -0.0020 Oh Kepala tukang 75,000.00 150.00 -

3,575.00 11,621.55 15,196.5514 SUP.IV.C Pasang lantai keramik Uk. 20 x 20 cm 1 m2

25.0000 Bh Keramik 20 x 20 2,500.00 - 62,500.0011.3800 Kg Semen 1,250.00 - 14,225.00

0.0420 m3 Pasir pasang 57,150.00 - 2,400.301.5000 Kg Semen warna 2,500.00 - 3,750.000.6200 Oh Pekerja 43,750.00 27,125.00 -0.0300 Oh Mandor 75,000.00 2,250.00 -0.3500 Oh Tukang batu 68,750.00 24,062.50 -0.0350 Oh Kepala tukang 75,000.00 2,625.00 -

56,062.50 82,875.30 138,937.8015 SUP.IV.D Pasang lantai keramik Uk. 30 x 30 cm 1 m2

11.8700 Bh Keramik 30 x 30 5,265.37 - 62,499.9411.3800 Kg Semen 1,250.00 - 14,225.00

0.0420 m3 Pasir pasang 57,150.00 - 2,400.301.5000 Kg Semen warna 2,500.00 - 3,750.000.6200 Oh Pekerja 43,750.00 27,125.00 -0.0300 Oh Mandor 75,000.00 2,250.00 -0.3500 Oh Tukang batu 68,750.00 24,062.50 -0.0350 Oh Kepala tukang 75,000.00 2,625.00 -

56,062.50 82,875.24 138,937.74


16 SUP.IV.L Pasang dinding keramik 20x20 cm, warna 1 m225.0000 Bh Keramik 20x20 2,500.00 - 62,500.00

9.3000 Kg Semen 1,250.00 - 11,625.000.0180 m3 Pasir pasang 57,150.00 - 1,028.701.5000 Kg Semen warna 2,500.00 - 3,750.000.6000 Oh Pekerja 43,750.00 26,250.00 -0.0300 Oh Mandor 75,000.00 2,250.00 -0.4500 Oh Tukang batu 68,750.00 30,937.50 -0.0450 Oh Kepala tukang 75,000.00 3,375.00 -

62,812.50 78,903.70 141,716.2017 SNI Pasangan kusen pintu dan jendela kayu ulin 1 m3

11.1.1 1.1000 m3 Balok kayu ulin ### - 3,093,750.006.0000 Oh Pekerja 43,750.00 262,500.00 -0.3000 Oh Mandor 75,000.00 22,500.00 -

20.0000 Oh Tukang kayu 68,750.00 ### -2.0000 Oh Kepala tukang 75,000.00 150,000.00 -

### 3,093,750.00 ###18 SNI Pasang List langit - langit gypsum board 1 m'

12.1.9 1.1000 m' List gypsum board 37,500.00 - 41,250.000.0250 Kg Kalsium 2,000.00 - 50.000.5000 Oh Pekerja 43,750.00 21,875.00 -0.0030 Oh Mandor 75,000.00 225.00 -0.0500 Oh Tukang kayu 68,750.00 3,437.50 -0.0050 Oh Kepala tukang 75,000.00 375.00 -

25,912.50 41,300.00 67,212.5019 K.04 Pengecatan bidang kayu baru (1 lapis plamir) 1 lap 1 m2

2 lapis cat penutup0.2000 Kg Cat meni 15,625.00 - 3,125.000.1500 Kg Plamir 27,500.00 - 4,125.000.1700 Kg Cat dasar 14,375.00 - 2,443.750.2600 Kg Cat penutup 2 kali 31,250.00 - 8,125.000.0700 Oh Pekerja 43,750.00 3,062.50 -0.0900 Oh Tukang cat 68,750.00 6,187.50 -0.0060 Oh Kepala tukang 75,000.00 450.00 -0.0025 Oh Mandor 75,000.00 187.50 -

9,887.50 17,818.75 27,706.2520 K.09 Pengecatan tembok baru (1 lapis plamir, 1 lapis ca 1 m2

2 lapis cat penutup)0.1000 Kg Plamir 6,875.00 - 687.500.1000 Kg Cat dasar 8,750.00 - 875.000.2600 Kg Cat penutup 2 kali 22,500.00 - 5,850.000.0200 Oh Pekerja 43,750.00 875.00 -0.0630 Oh Tukang cat 68,750.00 4,331.25 -0.0063 Oh Kepala tukang 75,000.00 472.50 -0.0025 Oh Mandor 75,000.00 187.50 -

5,866.25 7,412.50 13,278.7521 SNI Pasangan rangka langit langit 60x120 kayu lanan 1 m2

11.3.1 0.0170 m3 Kayu lanan ### - 20,187.500.1150 Kg Paku kayu 9,375.00 - 1,078.130.2100 Oh Pekerja 43,750.00 9,187.50 -0.0110 Oh Mandor 75,000.00 825.00 -0.3500 Oh Tukang kayu 68,750.00 24,062.50 -0.0350 Oh Kepala tukang 75,000.00 2,625.00 -

36,700.00 21,265.63 57,965.6322 SNI Pasang langit - langit plywood 60 x 120 x 0,4 cm 1 m2

12.1.4 0.3750 Lbr Plywood 4mm 75,000.00 - 28,125.00

0.0300 Kg Paku 9,375.00 - 281.250.0700 Oh Pekerja 43,750.00 3,062.50 -0.0035 Oh Mandor 75,000.00 262.50 -0.1000 Oh Tukang kayu 68,750.00 6,875.00 -0.0100 Oh Kepala tukang 75,000.00 750.00 -

10,950.00 28,406.25 39,356.25


23 SUP.IV.O Pasang Glass Block dinding 1 m225.0000 Bh Glass Block 20x20 10,000.00 - 250,000.00

9.3000 Kg Semen Putih 2,500.00 - 23,250.000.6000 Oh Pekerja 43,750.00 26,250.00 -0.0300 Oh Mandor 75,000.00 2,250.00 -0.4500 Oh Tukang batu 68,750.00 30,937.50 -0.0450 Oh Kepala tukang 75,000.00 3,375.00 -

62,812.50 273,250.00 336,062.5024 SNI Galian tanah biasa sedalam 1 m 1 m3

01.2.2 0.5260 Oh Pembantu tukang 43,750.00 23,012.50 -0.0520 Oh Mandor 75,000.00 3,900.00 -

26,912.50 - 26,912.5025 SNI Pasangan batu bata tebal 1 bata camp. 1:4 1 m2

03.1.4 ### Bh Batu bata 437.50 - 61,250.0026.5500 Kg Semen portland 1,250.00 - 33,187.50

0.0930 m3 Pasir pasang 57,150.00 - 5,314.950.6500 Oh Pekerja 43,750.00 28,437.50 -0.0300 Oh Mandor 75,000.00 2,250.00 -0.2000 Oh Tukang batu 68,750.00 13,750.00 -0.0200 Oh Kepala tukang 75,000.00 1,500.00 -

45,937.50 99,752.45 145,689.9526 SNI Pasangan Konstruksi kuda-kuda kayu lanan 1 m3

11.2.2 1.1000 m3 Kayu lanan ### - 1,306,250.000.8000 Kg Paku kayu 9,375.00 - 7,500.00

15.0000 Kg Besi strip 12,500.00 - 187,500.004.0000 Oh Pekerja 43,750.00 175,000.00 -0.2000 Oh Mandor 75,000.00 15,000.00 -

12.0000 Oh Tukang kayu 68,750.00 825,000.00 -1.2000 Oh Kepala tukang 75,000.00 90,000.00 -

### 1,501,250.00 ###27 SNI Pasangan gording bahan kayu kelas II 1 m3

11.7.1 1.1000 m3 Kayu lanan ### - 1,306,250.002.2000 Kg Paku kayu 9,375.00 - 20,625.001.9400 Oh Pekerja 43,750.00 84,875.00 -0.0970 Oh Mandor 75,000.00 7,275.00 -5.8000 Oh Tukang kayu 68,750.00 398,750.00 -0.5800 Oh Kepala tukang 75,000.00 43,500.00 -

534,400.00 1,326,875.00 ###28 SNI Pasangan kaso + reng genteng metal kayu lanan 1 m2

11.2.5 0.0134 m3 Kayu lanan ### - 15,912.500.2500 Kg Paku kayu 9,375.00 - 2,343.750.1000 Oh Pekerja 43,750.00 4,375.00 -0.0050 Oh Mandor 75,000.00 375.00 -0.1000 Oh Tukang kayu 68,750.00 6,875.00 -0.0100 Oh Kepala tukang 75,000.00 750.00 -

12,375.00 18,256.25 30,631.2529 SNI Pasang atap genteng metal 1 m2

13.1.2 1.0200 Lbr Atap metal 64,687.50 - 65,981.250.4070 Kg Paku anti karat 18,750.00 - 7,631.250.0600 Oh Tukang kayu 68,750.00 4,125.00 -0.0060 Oh Kepala tukang 75,000.00 450.00 -

0.1200 Oh Pekerja 43,750.00 5,250.00 -0.0060 Oh Mandor 75,000.00 450.00 -

10,275.00 73,612.50 83,887.5030 SNI Pasang Bubungan atap metal 1 m'

13.1.3 1.1000 Lbr Nok genteng metal 31,250.00 - 34,375.000.0500 Kg Paku anti karat 18,750.00 - 937.500.1500 Oh Tukang kayu 68,750.00 10,312.50 -0.0150 Oh Kepala tukang 75,000.00 1,125.00 -0.2500 Oh Pekerja 43,750.00 10,937.50 -0.0130 Oh Mandor 75,000.00 975.00 -

23,350.00 35,312.50 58,662.50


31 SNI Pasangan listplank 3 x 20 cm papan lanan 1 m'11.4.2 0.0072 m3 Papan lanan ### - 12,150.00

0.0500 Kg Paku kayu 9,375.00 - 468.750.1000 Oh Pekerja 43,750.00 4,375.00 -0.0050 Oh Mandor 75,000.00 375.00 -0.2000 Oh Tukang kayu 68,750.00 13,750.00 -0.0250 Oh Kepala tukang 75,000.00 1,875.00 -

20,375.00 12,618.75 32,993.7532 F.38.B Dinding Papan Tebal 2 cm Diserut Rapi Sambungan 1 m2

0.6000 Oh Pekerja 43,750.00 26,250.00 -0.0300 Oh Mandor 75,000.00 2,250.00 -1.8000 Oh Tukang kayu 68,750.00 123,750.00 -0.1800 Oh Kepala tukang 75,000.00 13,500.00 -0.2000 Kg Paku Ulin 12,500.00 - 2,500.000.2000 Kg Paku Kayu 9,375.00 - 1,875.000.0350 m3 Papan Ulin 2 cm ### - 131,250.000.0350 m3 Papan Lanan ### - 59,062.50

Untuk Kayu Ulin 165,750.00 133,750.00 299,500.00Untuk Kayu Lanan 3/4 x F.38.B 124,312.50 60,468.75 184,781.25

Tidak Diketam Upah 1/3 x F.38.B Ky. Ulin 55,250.00 133,750.00 189,000.00Tidak Diketam Upah 1/3 x F.38.B Ky. Lanan 41,437.50 60,468.75 101,906.25

33 SUP.V.C Membuat pondasi beton bertulang (150 Kg besi + B 1 m30.2000 m3 Kayu bekisting ### - 212,500.001.5000 Kg Paku kayu 9,375.00 - 14,062.50

### Kg Besi beton 11,250.00 - 1,687,500.002.2500 Kg Kawat beton 14,375.00 - 32,343.75

### Kg Semen 1,250.00 - 403,750.000.5200 m3 Pasir beton 63,500.00 - 33,020.000.7800 m3 Koral beton 497,700.00 - 388,206.003.9000 Oh Pekerja 43,750.00 170,625.00 -0.1650 Oh Mandor 75,000.00 12,375.00 -0.3500 Oh Tukang batu 68,750.00 24,062.50 -1.0400 Oh Tukang kayu 68,750.00 71,500.00 -1.0500 Oh Tukang besi 68,750.00 72,187.50 -0.2450 Oh Kepala tukang 75,000.00 18,375.00 -

369,125.00 2,771,382.25 ###34 SUP.V.D Membuat sloof beton bertulang (200 Kg besi + Beki 1 m3

0.2700 m3 Kayu bekisting ### - 286,875.002.0000 Kg Paku kayu 9,375.00 - 18,750.00


### Kg Semen 1,250.00 - 403,750.000.5200 m3 Pasir beton 63,500.00 - 33,020.000.7800 m3 Koral beton 497,700.00 - 388,206.004.8500 Oh Pekerja 43,750.00 212,187.50 -0.1700 Oh Mandor 75,000.00 12,750.00 -0.3500 Oh Tukang batu 68,750.00 24,062.50 -

1.5600 Oh Tukang kayu 68,750.00 107,250.00 -1.4000 Oh Tukang besi 68,750.00 96,250.00 -0.3310 Oh Kepala tukang 75,000.00 24,825.00 -

477,325.00 3,423,726.00 ###35 SUP.V.E Membuat kolom beton bertulang (200 Kg besi + Bek 1 m3



### Kg Semen 1,250.00 - 403,750.000.5200 m3 Pasir beton 63,500.00 - 33,020.000.7800 m3 Koral beton 497,700.00 - 388,206.000.1500 m3 Kayu bekisting ### - 159,375.003.5000 Lbr Plywood 75,000.00 - 262,500.00

20.0000 BtgKayu galam dia. 8-10 / 4m 12,500.00 - 250,000.007.3000 Oh Pekerja 43,750.00 319,375.00 -0.2500 Oh Mandor 75,000.00 18,750.00 -0.3500 Oh Tukang batu 68,750.00 24,062.50 -3.3000 Oh Tukang kayu 68,750.00 226,875.00 -2.1000 Oh Tukang besi 68,750.00 144,375.00 -0.5700 Oh Kepala tukang 75,000.00 42,750.00 -

776,187.50 4,274,038.50 ###


21 SUP.V.G Membuat balok beton bertulang (150 Kg besi + Bek 1 m30.3200 m3 Kayu bekisting ### - 340,000.003.2000 Kg Paku kayu 9,375.00 - 30,000.00




587,875.00 3,652,319.75 ###22 SUP.V.H Membuat dinding beton bertulang (150 Kg besi + B 1 m3





567,225.00 3,509,819.75 ###23 SUP.V.J Membuat kolom penguat beton bertulang (11 x 11 1 m2

0.0020 m3 Kayu bekisting ### - 2,125.000.0100 Kg Paku kayu 9,375.00 - 93.753.0000 Kg Besi beton 11,250.00 - 33,750.000.4500 Kg Kawat beton 14,375.00 - 6,468.75

4.0000 Kg Semen 1,250.00 - 5,000.000.0060 m3 Pasir beton 63,500.00 - 381.000.0090 m3 Koral beton 497,700.00 - 4,479.300.0600 Oh Pekerja 43,750.00 2,625.00 -0.0030 Oh Mandor 75,000.00 225.00 -0.0200 Oh Tukang batu 68,750.00 1,375.00 -0.0200 Oh Tukang kayu 68,750.00 1,375.00 -0.0200 Oh Tukang besi 68,750.00 1,375.00 -0.0060 Oh Kepala tukang 75,000.00 450.00 -

7,425.00 52,297.80 59,722.80

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