Master Analisa 1

ANALISA HARGA SATUAN PEKERJAAN

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah1 PEKERJAAN BONGKARAN

AK 1.0000 m3 Membongkar pasangan batu kali4.0000 org Tukang Batu @ Rp 27,500.00 110,000.000.4000 org Pekerja @ Rp 20,000.00 8,000.00

Sub Total 118,000.00 118,000.00AK 1.0000 m3 Membongkar pasangan batu merah dan membersihkan

2.0000 org Tukang Batu @ Rp 27,500.00 55,000.000.1000 org Pekerja @ Rp 20,000.00 2,000.00

Sub Total 57,000.00 57,000.00AK 1.0000 m3 Membongkar beton bertulang dan membersihkan

0.2000 org Tukang Batu @ Rp 27,500.00 5,500.008.0000 org Pekerja @ Rp 20,000.00 160,000.00

Sub Total 165,500.00 165,500.00L6 10.0000 m2 Mengupas plesteran lama

1.2500 org Pekerja @ Rp 20,000.00 25,000.00Sub Total 25,000.00 25,000.00

Tiap 1 m2 2,500.00 2,500.00L7 10.0000 m2 Membongkar genteng untuk dipergunakan lagi


Tiap 1 m2 4,000.00 4,000.00L8 10.0000 m2 Membongkar atap seng

0.5000 org Tukang Besi @ Rp 25,000.00 12,500.001.0000 org Pekerja @ Rp 20,000.00 20,000.00

Sub Total 32,500.00 32,500.00Tiap 1 m2 3,250.00 3,250.00

L9 10.0000 m2 Membongkar usuk/reng tidak dipakai lagi2.0000 org Pekerja @ Rp 20,000.00 40,000.00

Sub Total 40,000.00 40,000.00Tiap 1 m2 4,000.00 4,000.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahL11 1.0000 M2 Bongkar plafon eternit tidak dipakai lagi


L12 1.0000 m3 Membongkar kayu kerangka atap/kuda-kuda6.0000 org Tukang Kayu @ Rp 30,000.00 180,000.000.6000 org Kepala Tukang Kayu @ Rp 0.004.0000 org Pekerja @ Rp 20,000.00 80,000.00

Sub Total 260,000.00 260,000.002 PEKERJAAN TANAH

SNI 1.0000 m3 Galian tanah biasa sedalam 1 m6.1. 0.4000 org Pekerja @ Rp 20,000.00 8,000.00

Sub Total 8,000.00 8,000.00SNI 1.0000 m3 Galian tanah biasa sedalam 1-2m6.2. 0.5260 org Pekerja @ RP 20,000.00 10,520.00

Sub Total 10,520.00 10,520.00SNI 1.0000 m3 Galian tanah biasa sedalam 2-3m6.3. 0.7350 org Pekerja @ RP 20,000.00 14,700.00

Sub Total 14,700.00 14,700.00SNI 1.0000 m3 Galian tanah keras sedalam 1m6.4. 0.6250 org Pekerja @ RP 20,000.00 12,500.00

Sub Total 12,500.00 12,500.00SNI 1.0000 m3 Galian tanah cadas sedalam 1m6.5. 1.2500 org Pekerja @ RP 20,000.00 25,000.00

Sub Total 25,000.00 25,000.00A6 1.0000 m3 Mengangkut tanah sejauh 10 m


SNI 1.0000 m3 Pembuangan tanah sejauh 150 m6.8. 0.5160 org Pekerja @ Rp 20,000.00 10,320.00

Sub Total 10,320.00 10,320.00A14 1.0000 m3 Membuang tanah dengan menghampar


No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Urug kembali bekas galian6.9. 0.1920 org Pekerja @ Rp 20,000.00 3,840.00

Sub Total 3,840.00 3,840.00A18 1.0000 m3 Urug pasir

1.2000 m3 Pasir urug @ Rp 55,000.00 66,000.000.3000 org Pekerja @ Rp 20,000.00 6,000.00

6,000.00 66,000.00 72,000.00PPN 10% 6,600.00

Sub Total 6,000.00 72,600.00 78,600.00MOD 1.0000 m3 Urug pasirA18 1.2000 m3 Pasir urug @ Rp 55,000.00 66,000.00

0.3000 org Pekerja @ Rp 20,000.00 6,000.006,000.00 66,000.00

PPN 10% 6,600.00Sub Total 6,000.00 72,600.00 78,600.00

SNI 1.0000 m3 Urug sirtu6.15. 1.2000 m3 Sirtu @ Rp 55,000.00 66,000.00

0.2500 org Pekerja @ Rp 20,000.00 5,000.005,000.00 66,000.00 71,000.00

PPN 10% 6,600.00Sub Total 5,000.00 72,600.00 77,600.00

3 PEKERJAAN PASANGAN SNI 1.0000 m3 Pasangan pondasi batu kosong

6.12. 1.2000 m3 Batu belah 15/20 cm @ Rp 80,000.00 96,000.0003-2835-2002 0.3000 m3 Pasir urug @ Rp 55,000.00 16,500.00

0.3900 org Tukang Batu @ Rp 27,500.00 10,725.000.0390 org Kepala Tukang Batu @ Rp 30,000.00 1,170.000.7800 org Pekerja @ Rp 20,000.00 15,600.00

27,495.00 112,500.00PPN 10% 11,250.00

Sub Total 27,495.00 123,750.00 151,245.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Pasangan pondasi 1 Pc : 3 Kp : 10 Ps

6.12. 1.1000 m3 Batu belah 15/20 cm @ Rp 80,000.00 88,000.0003-2835-2002 61.0000 kg PC @ Rp 775.00 47,275.00

0.1470 m3 Kapur pasang @ Rp 72,500.00 10,657.500.4920 m3 Pasir pasang @ Rp 73,000.00 35,916.000.6000 org Tukang Batu @ Rp 27,500.00 16,500.000.0600 org Kepala Tukang Batu @ Rp 30,000.00 1,800.001.5000 org Pekerja @ Rp 20,000.00 30,000.00

48,300.00 181,848.50 230,148.50PPN 10% 18,184.85

Sub Total 48,300.00 200,033.35 248,333.35SNI 1.0000 m3 Pasangan pondasi 1 Pc : 4 Ps6.5. 1.1000 m3 Batu belah 15/20 cm @ Rp 80,000.00 88,000.00

03-2836-2002 163.0000 kg PC @ Rp 775.00 126,325.000.5200 m3 Pasir pasang @ Rp 73,000.00 37,960.000.6000 org Tukang Batu @ Rp 27,500.00 16,500.000.0600 org Kepala Tukang Batu @ Rp 30,000.00 1,800.001.5000 org Pekerja @ Rp 20,000.00 30,000.00

48,300.00 252,285.00 300,585.00PPN 10% 25,228.50

Sub Total 48,300.00 277,513.50 325,813.50SNI 1.0000 m3 Pasangan bata merah tebal 1/2 bata 1 Pc : 3 Kp : 10 Ps

6.15. 70.0000 bh Batu merah 5x11x22 cm @ Rp 350.00 24,500.0003-2837-2002 4.5000 kg PC @ Rp 775.00 3,487.50

0.0150 m3 Kapur pasang @ Rp 72,500.00 1,087.500.0500 m3 Pasir pasang @ Rp 73,000.00 3,650.000.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.3200 org Pekerja @ Rp 20,000.00 6,400.00

9,450.00 32,725.00 42,175.00PPN 10% 3,272.50

Sub Total 9,450.00 35,997.50 45,447.50

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Pasangan bata merah tebal 1/2 bata 1 Pc : 4 Ps


0.0430 m3 Pasir pasang @ Rp 73,000.00 3,139.000.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.3200 org Pekerja @ Rp 20,000.00 6,400.00

9,450.00 36,551.50 46,001.50PPN 10% 3,655.15

Sub Total 9,450.00 40,206.65 49,656.65SNI 1.0000 m3 Pasangan bata merah tebal 1/2 bata 1 Pc : 3 Ps



9,450.00 38,556.75 48,006.75PPN 10% 3,855.68

Sub Total 9,450.00 42,412.43 51,862.43SNI 1.0000 m3 Pasangan bata merah tebal 1 bata 1 Pc : 3 Kp : 10 Ps6.7. 140.0000 bh Batu merah 5x11x22 cm @ Rp 350.00 49,000.00

03-2837-2002 10.0800 kg PC @ Rp 775.00 7,812.000.0275 m3 Kapur pasang @ Rp 72,500.00 1,993.750.0925 m3 Pasir pasang @ Rp 73,000.00 6,752.500.2000 org Tukang Batu @ Rp 27,500.00 5,500.000.0200 org Kepala Tukang Batu @ Rp 30,000.00 600.000.6500 org Pekerja @ Rp 20,000.00 13,000.00

19,100.00 65,558.25 84,658.25PPN 10% 6,555.83

Sub Total 19,100.00 72,114.08 91,214.08

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Pasangan dinding batako

6.18. 12.5000 bh Batako @ Rp 1,500.00 18,750.0012.5000 kg PC @ Rp 775.00 9,687.50


13,050.00 31,357.50 44,407.50PPN 10% 3,135.75

Sub Total 13,050.00 34,493.25 47,543.25SNI 1.0000 m3 Pasangan roster 25/25 cm

6.19. 16.0000 bh Roster 25/25 cm @ Rp 2,000.00 32,000.0012.5000 kg PC @ Rp 775.00 9,687.50


13,050.00 44,607.50 57,657.50PPN 10% 4,460.75

Sub Total 13,050.00 49,068.25 62,118.254 PEKERJAAN BETON

SNI 1.0000 m3 Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr6.13. 336.0000 kg PC @ Rp 775.00 260,400.00

0.5400 m3 Pasir beton @ Rp 73,000.00 39,420.000.8100 m3 Split @ Rp 120,000.00 97,200.000.3500 org Tukang Batu @ Rp 27,500.00 9,625.000.0350 org Kepala Tukang Batu @ Rp 30,000.00 1,050.002.0000 org Pekerja @ Rp 20,000.00 40,000.00

50,675.00 397,020.00 447,695.00PPN 10% 39,702.00

Sub Total 50,675.00 436,722.00 487,397.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Membuat beton bertulang 1 Pc : 1,5 Ps : 2,5 Kr

6.16. 400.0000 kg PC @ Rp 775.00 310,000.000.4800 m3 Pasir beton @ Rp 73,000.00 35,040.000.8000 m3 Split @ Rp 120,000.00 96,000.000.3500 org Tukang Batu @ Rp 27,500.00 9,625.000.0350 org Kepala Tukang Batu @ Rp 30,000.00 1,050.002.0000 org Pekerja @ Rp 20,000.00 40,000.00

50,675.00 441,040.00 491,715.00PPN 10% 44,104.00

Sub Total 50,675.00 485,144.00 535,819.00SNI 1.0000 m3 Membuat beton dengan mutu K 225

6.35. 388.0000 kg PC @ Rp 775.00 300,700.000.6500 m3 Pasir beton @ Rp 73,000.00 47,450.000.6500 m3 Split @ Rp 120,000.00 78,000.001.0000 org Tukang Batu @ Rp 27,500.00 27,500.000.1000 org Kepala Tukang Batu @ Rp 30,000.00 3,000.006.0000 org Pekerja @ Rp 20,000.00 120,000.00

150,500.00 426,150.00 576,650.00PPN 10% 42,615.00

Sub Total 150,500.00 468,765.00 619,265.00SNI 1.0000 kg Pembesian dengan besi polos

6.25. 1.0500 kg Besi beton polos @ Rp 7,900.00 8,295.000.0150 kg Kawat beton @ Rp 9,400.00 141.000.0070 org Tukang Besi @ Rp 25,000.00 175.000.0007 org Kepala Tukang Besi @ Rp 27,000.00 18.900.0070 org Pekerja @ Rp 20,000.00 140.00

333.90 8,436.00 8,769.90PPN 10% 843.60

Sub Total 333.90 9,279.60 9,613.50

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahF.8. 1.0000 m2 Cetakan beton/begesting memakai papan

0.0170 m3 Usuk meranti @ Rp 2,200,000.00 37,400.000.0240 m3 Papan cetakan @ Rp 1,000,000.00 24,000.000.4000 kg Paku usuk @ Rp 8,000.00 3,200.000.5000 org Tukang Kayu @ Rp 30,000.00 15,000.000.0500 org Kepala Tukang Kayu @ Rp 32,500.00 1,625.000.2000 org Pekerja @ Rp 20,000.00 4,000.00

20,625.00 64,600.00 85,225.00PPN 10% 6,460.00

Sub Total 20,625.00 71,060.00 91,685.00F.V. 1.0000 m3 Membongkar cetakan

4.0000 org Pekerja @ Rp 20,000.00 80,000.0080,000.00 0.00 80,000.00

PPN 10% 0.00Sub Total 80,000.00 0.00 80,000.00

Stutwerk untuk 1 m3 beton tinggi 3-4 m (memakai dolken)Sub 0.7000 m3 Perancah/dolken @ Rp 1,000,000.00 700,000.00

Muko2 10.5000 org Tukang Kayu @ Rp 30,000.00 315,000.00hal 332 1.0500 org Kepala Tukang Kayu @ Rp 32,500.00 34,125.00

3.5000 org Pekerja @ Rp 20,000.00 70,000.00419,125.00 700,000.00 1,119,125.00

PPN 10% 70,000.00Sub Total 419,125.00 770,000.00 1,189,125.00

Kolom 1 : 2 : 3 tiap m3A Beton cor @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 100 kg @ Rp 9,613.50 33,390.00 927,960.00C Cetakan 3,5 m2 @ Rp 91,685.00 72,187.50 248,710.00D Bongkar cetakan @ Rp 80,000.00 80,000.00E Stut werk 50% @ Rp 1,189,125.00 209,562.50 385,000.00

Sub Total 445,815.00 1,998,392.00 2,444,207.00Sloof 1 : 2 : 3 tiap m3

A Beton cor @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 100 kg @ Rp 9,613.50 33,390.00 927,960.00

C Cetakan 6,5 m2 @ Rp 91,685.00 134,062.50 461,890.00D Bongkar cetakan @ Rp 80,000.00 80,000.00

Sub Total 298,127.50 1,826,572.00 2,124,699.50No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah

Ring Balk 1 : 2 : 3 tiap m3A Beton cor @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 100 kg @ Rp 9,613.50 33,390.00 927,960.00C Cetakan 8 m2 @ Rp 91,685.00 165,000.00 568,480.00D Bongkar cetakan @ Rp 80,000.00 80,000.00

Sub Total 329,065.00 1,933,162.00 2,262,227.00Balok, camp. 1 : 2 : 3 tiap m3

A Beton cor 1 : 2 : 3 @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 150 kg @ Rp 9,613.50 50,085.00 1,391,940.00C Cetakan 3,5 m2 @ Rp 91,685.00 237,187.50 817,190.00D Bongkar cetakan @ Rp 80,000.00 80,000.00E Stut werk @ Rp 1,189,125.00 419,125.00 770,000.00

Sub Total 837,072.50 3,415,852.00 4,252,924.50Plat lantai, camp. 1 : 1,5 : 2,5 tiap m3

A Beton cor 1 : 1,5 : 2,5 @ Rp 535,819.00 50,675.00 485,144.00B Tulangan 100 kg @ Rp 9,613.50 33,390.00 1,391,940.00C Cetakan 8,34 m2 @ Rp 91,685.00 172,012.50 592,640.40D Bongkar cetakan @ Rp 80,000.00 80,000.00E Stut werk @ Rp 1,189,125.00 419,125.00 770,000.00

Sub Total 755,202.50 3,239,724.40 3,994,926.90Tangga, camp. 1 : 2 : 3 tiap m3

A Beton cor 1 : 2 : 3 @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 150 kg @ Rp 9,613.50 58,432.50 1,623,930.00C Cetakan 3,5 m2 @ Rp 91,685.00 137,568.75 473,970.20D Bongkar cetakan @ Rp 80,000.00 80,000.00E Stut werk @ Rp 1,189,125.00 419,125.00 770,000.00

Sub Total 745,801.25 3,304,622.20 4,050,423.45Kuda-kuda beton, camp. 1 : 2 : 3 tiap m3

A Beton cor 1 : 2 : 3 @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 150 kg @ Rp 9,613.50 50,085.00 1,391,940.00C Cetakan 3,5 m2 @ Rp 91,685.00 172,012.50 592,640.40D Bongkar cetakan @ Rp 80,000.00 80,000.00

E Stut werk @ Rp 1,189,125.00 419,125.00 770,000.00Sub Total 771,897.50 3,191,302.40 3,963,199.90

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahFoot plat, camp. 1 : 2 : 3 tiap m3

A Beton cor 1 : 2 : 3 @ Rp 487,397.00 50,675.00 436,722.00B Tulangan 100 kg @ Rp 9,613.50 33,390.00 927,960.00C Cetakan 3,5 m2 @ Rp 91,685.00 72,187.50 248,710.00D Bongkar cetakan @ Rp 80,000.00 80,000.00

Sub Total 236,252.50 1,613,392.00 1,849,644.50Kolom K 225 tiap m3

A Beton cor @ Rp 619,265.00 150,500.00 468,765.00B Tulangan 180 kg @ Rp 9,613.50 60,102.00 1,670,328.00C Cetakan 13 m2 @ Rp 91,685.00 268,125.00 923,780.00D Bongkar cetakan @ Rp 80,000.00 80,000.00E Stut werk 50% @ Rp 1,189,125.00 209,562.50 385,000.00

Sub Total 768,289.50 3,447,873.00 4,216,162.505 PEKERJAAN PLESTERAN

SNI 1.0000 m2 Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm6.9. 1.8400 kg PC @ Rp 775.00 1,426.00

03-2837-2002 0.0060 m3 Kapur pasang @ Rp 72,500.00 435.000.0140 m3 Pasir pasang @ Rp 73,000.00 1,022.000.1500 org Tukang Batu @ Rp 27,500.00 4,125.000.0150 org Kepala Tukang Batu @ Rp 30,000.00 450.000.2000 org Pekerja @ Rp 20,000.00 4,000.00

8,575.00 2,883.00 11,458.00PPN 10% 288.30

Sub Total 8,575.00 3,171.30 11,746.30SNI 1.0000 m2 Plesteran 1 Pc : 4 Ps, tebal 15 mm

6.29. 5.2000 kg PC @ Rp 775.00 4,030.000.0200 m3 Pasir pasang @ Rp 73,000.00 1,460.000.1500 org Tukang Batu @ Rp 27,500.00 4,125.000.0150 org Kepala Tukang Batu @ Rp 30,000.00 450.000.2000 org Pekerja @ Rp 20,000.00 4,000.00

8,575.00 5,490.00 14,065.00

PPN 10% 549.00Sub Total 8,575.00 6,039.00 14,614.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m2 Plesteran 1 Pc : 3 Ps, tebal 15 mm

6.30. 7.0700 kg PC @ Rp 775.00 5,479.250.0210 m3 Pasir pasang @ Rp 73,000.00 1,533.000.2000 org Tukang Batu @ Rp 27,500.00 5,500.000.0200 org Kepala Tukang Batu @ Rp 30,000.00 600.000.2600 org Pekerja @ Rp 20,000.00 5,200.00

11,300.00 7,012.25 18,312.25PPN 10% 701.23

Sub Total 11,300.00 7,713.48 19,013.48SNI 1.0000 m2 Plesteran sponeng 1 Pc : 2 Ps (untuk gedung)

6.31. 0.5000 kg PC @ Rp 775.00 387.500.0020 m3 Pasir pasang @ Rp 73,000.00 146.000.0380 org Tukang Batu @ Rp 27,500.00 1,045.000.0380 org Kepala Tukang Batu @ Rp 30,000.00 1,140.000.0570 org Pekerja @ Rp 20,000.00 1,140.00

3,325.00 533.50 3,858.50PPN 10% 53.35

Sub Total 3,325.00 586.85 3,911.85PEKERRJAAN LANTAI

AK 1.0000 m2 Pasangan tegel keramik 30/30 berglasir1.0000 m2 Keramik 30/30 @ Rp 32,500.00 32,500.004.0800 kg PC @ Rp 775.00 3,162.000.0090 m3 Pasir pasang @ Rp 73,000.00 657.000.6000 m3 Semen putih @ Rp 1,500.00 900.000.5000 org Tukang Batu @ Rp 27,500.00 13,750.000.0500 org Kepala Tukang Batu @ Rp 30,000.00 1,500.000.2500 org Pekerja @ Rp 20,000.00 5,000.00

20,250.00 37,219.00 57,469.00PPN 10% 3,721.90

Sub Total 20,250.00 40,940.90 61,190.90

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah

SNI 1.0000 m2 Pasangan plin keramik 10/30 berglasir6.25. 0.1800 m2 Keramik 10/30 @ Rp 32,500.00 5,850.00

1.6500 kg PC @ Rp 775.00 1,278.750.0032 m3 Pasir pasang @ Rp 73,000.00 233.600.1000 m3 Semen warna @ Rp 6,000.00 600.000.0300 org Tukang Batu @ Rp 27,500.00 825.000.0030 org Kepala Tukang Batu @ Rp 30,000.00 90.000.0600 org Pekerja @ Rp 20,000.00 1,200.00

2,115.00 7,962.35 10,077.35PPN 10% 796.24

Sub Total 2,115.00 8,758.59 10,873.596 PEKERRJAAN KAYU (rangka atap)

SNI 1.0000 m3 Membuat kuda-kuda kayu bengkirai1.1000 m3 Kayu bengkirai @ Rp 5,750,000.00 6,325,000.00

15.0000 kg Besi strip @ Rp 7,500.00 112,500.000.8000 kg Paku biasa 2"-5" @ Rp 8,000.00 6,400.00

12.0000 org Tukang Kayu @ Rp 30,000.00 360,000.001.2000 org Kepala Tukang Kayu @ Rp 32,500.00 39,000.004.0000 org Pekerja @ Rp 20,000.00 80,000.00

479,000.00 6,443,900.00 6,922,900.00PPN 10% 644,390.00

Sub Total 479,000.00 7,088,290.00 7,567,290.00AK 1.0000 m2 Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu jati lokal

2.2000 m Usuk kayu bengkirai 5/7 @ Rp 20,125.00 44,275.005.0000 m Reng kayu jati 2/3 jati lokal @ Rp 5,400.00 27,000.000.1500 kg Paku usuk @ Rp 8,000.00 1,200.000.1000 kg Paku reng @ Rp 8,000.00 800.000.1000 org Tukang Kayu @ Rp 30,000.00 3,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.00

0.1000 org Pekerja @ Rp 20,000.00 2,000.005,325.00 73,275.00 78,600.00

PPN 10% 7,327.50Sub Total 5,325.00 80,602.50 85,927.50

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahAK 1.0000 m2 Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu bengkirai

2.2000 m Usuk kayu bengkirai 5/7 @ Rp 20,125.00 44,275.005.0000 m Reng kayu bengkirai @ Rp 2,850.00 14,250.000.1500 kg Paku usuk @ Rp 8,000.00 1,200.000.1000 kg Paku reng @ Rp 8,000.00 800.000.1000 org Tukang Kayu @ Rp 30,000.00 3,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.000.1000 org Pekerja @ Rp 20,000.00 2,000.00

5,325.00 60,525.00 65,850.00PPN 10% 6,052.50

Sub Total 5,325.00 66,577.50 71,902.507 PEKERRJAAN KAYU (pintu/jendela)

SNI 1.0000 m3 Membuat kusen pintu / jendela kayu bengkirai03-2834-2002 1.2000 m Kayu bengkirai @ Rp 5,750,000.00 6,900,000.00

18.0000 org Tukang Kayu @ Rp 30,000.00 540,000.002.0000 org Kepala Tukang Kayu @ Rp 32,500.00 65,000.006.0000 org Pekerja @ Rp 20,000.00 120,000.00

725,000.00 6,900,000.00 7,625,000.00PPN 10% 690,000.00

Sub Total 725,000.00 7,590,000.00 8,315,000.00SNI 1.0000 m3 Pasang pintu teakwood rangkap, rangka kayu bengkirai

6.20. 0.0196 m3 Papan kayu bengkirai @ Rp 6,000,000.00 117,600.0003-2834-2002 0.0300 kg Paku biasa 1/2"-1" @ Rp 8,000.00 240.00

0.3000 kg Lem kayu @ Rp 11,000.00 3,300.001.0000 lbr Teakwood 4' x 8' x 4mm @ Rp 65,000.00 65,000.002.0000 org Tukang Kayu @ Rp 30,000.00 60,000.000.2000 org Kepala Tukang Kayu @ Rp 32,500.00 6,500.000.6000 org Pekerja @ Rp 20,000.00 12,000.00

78,500.00 186,140.00 264,640.00PPN 10% 18,614.00

Sub Total 78,500.00 204,754.00 283,254.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m3 Pasang pintu dan jendela kaca kayu bengkirai

6.20. 0.0350 m3 Papan kayu bengkirai @ Rp 6,000,000.00 210,000.0003-2834-2002 2.0000 org Tukang Kayu @ Rp 30,000.00 60,000.00

0.2000 org Kepala Tukang Kayu @ Rp 32,500.00 6,500.000.8000 org Pekerja @ Rp 20,000.00 16,000.00

82,500.00 210,000.00 292,500.00PPN 10% 21,000.00

Sub Total 82,500.00 231,000.00 313,500.00SNI 1.0000 m3 Mengerjakan daun pintu / jendela panil kayu bengkirai

6.20. 0.0400 m3 Papan kayu bengkirai @ Rp 6,000,000.00 240,000.0003-2834-2002 2.5000 org Tukang Kayu @ Rp 30,000.00 75,000.00

0.2500 org Kepala Tukang Kayu @ Rp 32,500.00 8,125.001.0000 org Pekerja @ Rp 20,000.00 20,000.00

103,125.00 240,000.00 343,125.00PPN 10% 24,000.00

Sub Total 103,125.00 264,000.00 367,125.008 PEKERJAAN PLAFON

SNI 1.0000 m2 Langit-langit asbes (1x1)m, rangka kayu kruing dgn plepet0.0120 m3 Kayu kruing balok @ Rp 4,350,000.00 52,200.000.0600 kg Paku biasa 2" - 5" @ Rp 8,000.00 480.001.1000 lbr Asbes 1,00x1,00m @ Rp 10,000.00 11,000.002.6000 m Plepet kayu @ Rp 2,000.00 5,200.000.0100 kg Paku eternit @ Rp 11,500.00 115.000.0100 kg Paku plepet @ Rp 11,500.00 115.000.3200 org Tukang Kayu @ Rp 30,000.00 9,600.000.0320 org Kepala Tukang Kayu @ Rp 32,500.00 1,040.000.1800 org Pekerja @ Rp 20,000.00 3,600.00

14,240.00 69,110.00 83,350.00PPN 10% 6,911.00

Sub Total 14,240.00 76,021.00 90,261.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah9 PEKERJAAN LISPLANK

SNI 1.0000 m Pasang lisplank ukuran2x25 cm, kayu bengkirai0.0060 m3 Kayu bengkirai papan @ Rp 6,000,000.00 36,000.000.0600 kg Paku biasa 2"-5" @ Rp 8,000.00 480.000.1000 org Tukang Kayu @ Rp 30,000.00 3,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.000.1000 org Pekerja @ Rp 20,000.00 2,000.00

5,325.00 36,480.00 41,805.00PPN 10% 3,648.00

Sub Total 5,325.00 40,128.00 45,453.00SNI 1.0000 m Pasang lisplank ukuran2x(2x20) cm, kayu bengkirai

0.0086 m3 Kayu bengkirai papan @ Rp 6,000,000.00 51,600.000.0600 kg Paku biasa 2"-5" @ Rp 8,000.00 480.000.1000 org Tukang Kayu @ Rp 30,000.00 3,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.000.1000 org Pekerja @ Rp 20,000.00 2,000.00

5,325.00 52,080.00 57,405.00PPN 10% 5,208.00

Sub Total 5,325.00 57,288.00 62,613.0010 PEKERJAAN TALANG

SNI 1.0000 m Pasang talang datar, seng BJLS 30, papan kayu kruing0.5000 lbr Seng plat 3'x6' BJLS 30 @ Rp 54,000.00 27,000.000.0150 kg Paku biasa 1/2"-5" @ Rp 8,000.00 120.000.0096 m3 Kayu kruing papan @ Rp 4,750,000.00 45,600.000.2500 kg Flincoat @ Rp 35,000.00 8,750.000.4000 org Tukang Kayu @ Rp 30,000.00 12,000.000.0250 org Kepala Tukang Kayu @ Rp 32,500.00 812.500.1500 org Pekerja @ Rp 20,000.00 3,000.00

15,812.50 81,470.00 97,282.50

PPN 10% 8,147.00Sub Total 15,812.50 89,617.00 105,429.50

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah11 PEKERJAAN ATAP

H2 1.0000 m2 Pasang genteng paris25.0000 bh Genteng paris @ Rp 600.00 15,000.00

0.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.2000 org Pekerja @ Rp 20,000.00 4,000.00

7,050.00 15,000.00 22,050.00PPN 10% 1,500.00

Sub Total 7,050.00 16,500.00 23,550.00H2.A. 1.0000 m2 Pasang genteng paris untuk rumah tingkat

25.0000 bh Genteng paris @ Rp 600.00 15,000.000.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.3000 org Pekerja @ Rp 20,000.00 6,000.00

9,050.00 15,000.00 24,050.00PPN 10% 1,500.00

Sub Total 9,050.00 16,500.00 25,550.00H2 1.0000 m Pasang bubungan genteng paris

5.0000 bh Bubungan genteng paris @ Rp 1,650.00 8,250.000.0152 kg Kapur pasang @ Rp 72,500.00 1,102.000.0152 m3 Pasir pasang @ Rp 73,000.00 1,109.601.5240 kg PC @ Rp 775.00 1,181.100.2000 org Tukang Batu @ Rp 27,500.00 5,500.000.0200 org Kepala Tukang Batu @ Rp 30,000.00 600.000.4000 org Pekerja @ Rp 20,000.00 8,000.00

14,100.00 11,642.70 25,742.70PPN 10% 1,164.27

Sub Total 14,100.00 12,806.97 26,906.97

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah12 PEKERJAAN CAT-CATAN

SNI 1.0000 m2 Pengecatan kayu baru (1 lapis plamur, 1 lapis cat dasar, 3 lapis cat penutup)6.9. 0.2000 kg Cat meni @ Rp 12,000.00 2,400.00

0.1500 kg Plamur @ Rp 12,000.00 1,800.000.1700 kg Cat dasar @ Rp 12,000.00 2,040.000.3500 kg Cat penutup @ Rp 32,000.00 11,200.000.1050 org Tukang Cat @ Rp 25,000.00 2,625.000.0040 org Kepala Tukang Cat @ Rp 27,000.00 108.000.0700 org Pekerja @ Rp 20,000.00 1,400.00

4,133.00 17,440.00 21,573.00PPN 10% 1,744.00

Sub Total 4,133.00 19,184.00 23,317.00SNI 1.0000 m2 Pengecatan tembok baru (1 lapis plamur, 1 lapis cat dasar, 3 lapis cat penutup)

6.14. 0.1000 kg Plamur @ Rp 12,000.00 1,200.000.1000 kg Cat dasar @ Rp 12,000.00 1,200.000.2600 kg Cat penutup @ Rp 32,000.00 8,320.000.0630 org Tukang Cat @ Rp 25,000.00 1,575.000.0063 org Kepala Tukang Cat @ Rp 27,000.00 170.100.0200 org Pekerja @ Rp 20,000.00 400.00

2,145.10 10,720.00 12,865.10PPN 10% 1,072.00

Sub Total 2,145.10 11,792.00 13,937.1013 PEKERJAAN SANITASI

SNI 1.0000 bh Memasang kloset jongkok porselin6.2. 1.0000 bh Kloset jongkok porselin @ Rp 75,000.00 75,000.00

6.0000 kg PC @ Rp 775.00 4,650.000.0100 m3 Pasir pasang @ Rp 73,000.00 730.001.5000 org Tukang Batu @ Rp 27,500.00 41,250.00

1.5000 org Kepala Tukang Batu @ Rp 30,000.00 45,000.001.0000 org Pekerja @ Rp 20,000.00 20,000.00

106,250.00 80,380.00 186,630.00PPN 10% 8,038.00

Sub Total 106,250.00 88,418.00 194,668.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 m Memasang pipa PVC tipe AW diameter 3/4"

6.26. 1.2000 m Pipa PVC @ Rp 4,250.00 5,100.0035% x Harga pipa perlengkapan @ Rp 4,250.00 1,487.50

0.0600 org Tukang Batu @ Rp 27,500.00 1,650.000.0060 org Kepala Tukang Batu @ Rp 30,000.00 180.000.0360 org Pekerja @ Rp 20,000.00 720.00

2,550.00 6,587.50 9,137.50PPN 10% 658.75

Sub Total 2,550.00 7,246.25 9,796.25SNI 1.0000 m Memasang pipa PVC tipe AW diameter 4"

6.32. 1.2000 m Pipa PVC @ Rp 33,750.00 40,500.0035% x Harga pipa perlengkapan @ Rp 33,750.00 11,812.50

0.1350 org Tukang Batu @ Rp 27,500.00 3,712.500.0135 org Kepala Tukang Batu @ Rp 30,000.00 405.000.0810 org Pekerja @ Rp 20,000.00 1,620.00

5,737.50 52,312.50 58,050.00PPN 10% 5,231.25

Sub Total 5,737.50 57,543.75 63,281.25SNI 1.0000 bh Memasang kran diameter 3/4" atau 1/2"

6.32. 1.0000 bh Kran air @ Rp 25,000.00 25,000.000.0250 bh Seal tape @ Rp 2,500.00 62.500.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.0100 org Pekerja @ Rp 20,000.00 200.00

3,250.00 25,062.50 28,312.50PPN 10% 2,506.25

Sub Total 3,250.00 27,568.75 30,818.75

SNI 1.0000 bh Memasang floor drain6.35. 1.0000 bh Floor drain @ Rp 55,000.00 55,000.00

0.1000 org Tukang Batu @ Rp 27,500.00 2,750.000.0100 org Kepala Tukang Batu @ Rp 30,000.00 300.000.0100 org Pekerja @ Rp 20,000.00 200.00

3,250.00 55,000.00 58,250.00PPN 10% 5,500.00

Sub Total 3,250.00 60,500.00 63,750.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan Jumlah14 PEKERJAAN KUNCI DAN KACA

SNI 1.0000 bh Memasang kunci tanam biasa6.2. 1.0000 bh Kunci tanam biasa @ Rp 27,500.00 27,500.00

0.5000 org Tukang Kayu @ Rp 30,000.00 15,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.000.0100 org Pekerja @ Rp 20,000.00 200.00

15,525.00 27,500.00 43,025.00PPN 10% 2,750.00

Sub Total 15,525.00 30,250.00 45,775.00SNI 1.0000 bh Memasang kunci tanam kamar mandi6.3. 1.0000 bh Kunci tanam kamar mandi @ Rp 47,500.00 47,500.00


15,262.50 47,500.00 62,762.50PPN 10% 4,750.00

Sub Total 15,262.50 52,250.00 67,512.50SNI 1.0000 bh Pasang engsel pintu6.5. 1.0000 bh Engsel pintu @ Rp 11,000.00 11,000.00


5,287.50 11,000.00 16,287.50PPN 10% 1,100.00

Sub Total 5,287.50 12,100.00 17,387.50SNI 1.0000 bh Pasang engsel jendela kupu-kupu

6.6. 1.0000 bh Engsel jendela @ Rp 7,500.00 7,500.000.1000 org Tukang Kayu @ Rp 30,000.00 3,000.000.0100 org Kepala Tukang Kayu @ Rp 32,500.00 325.000.0100 org Pekerja @ Rp 20,000.00 200.00

3,525.00 7,500.00 11,025.00PPN 10% 750.00

Sub Total 3,525.00 8,250.00 11,775.00

No. Analisa MACAM PEKERJAAN Harga Sat Upah Bahan JumlahSNI 1.0000 bh Pasang spring knip6.8. 1.0000 bh Spring knip @ Rp 7,500.00 7,500.00


5,287.50 7,500.00 12,787.50PPN 10% 750.00

Sub Total 5,287.50 8,250.00 13,537.50SNI 1.0000 bh Pasang kait angin6.9. 1.0000 bh Kait angin @ Rp 3,000.00 3,000.00


5,287.50 3,000.00 8,287.50PPN 10% 300.00

Sub Total 5,287.50 3,300.00 8,587.50SNI 1.0000 bh Pasang kaca, tebal 5mm

6.17. 1.1000 bh Kaca polos @ Rp 60,500.00 66,550.000.1500 org Tukang Kayu @ Rp 30,000.00 4,500.000.0150 org Kepala Tukang Kayu @ Rp 32,500.00 487.500.0150 org Pekerja @ Rp 20,000.00 300.00

5,287.50 66,550.00 71,837.50PPN 10% 6,655.00

Sub Total 5,287.50 73,205.00 78,492.50

VOLUME

No POST PEKERJAAN Analisa Volume Satuan Harga

Jumlah TotalSatuan

1 Pekerjaan Persiapana Pembersihan Lapangan ls 10.00 m2 500.00 5,000.00b Direksi Kit ls 1.00 unit 1,500,000.00 1,500,000.00c Bowplank ls 10.00 m1 100,000.00 1,000,000.00d Pengadaan air/sumur ls 1.00 unit 2,000,000.00 2,000,000.00e Pengaman lokasi ls 10.00 m1 200,000.00 2,000,000.00 6,505,000.00

2 Pekerjaan Bongkarana Membongkar pasangan batu kali AK 10.00 m3 118,000.00 1,180,000.00b Membongkar pasangan batu merah dan membersihkan AK 10.00 m3 57,000.00 570,000.00c Membongkar beton bertulang dan membersihkan AK 10.00 m3 165,500.00 1,655,000.00d Mengupas plesteran lama L6 10.00 m2 2,500.00 25,000.00e Membongkar genteng untuk dipergunakan lagi L7 10.00 m2 4,000.00 40,000.00f Membongkar atap seng L8 10.00 m2 3,250.00 32,500.00g Membongkar usuk/reng tidak dipakai lagi L9 10.00 m2 4,000.00 40,000.00h Bongkar plafon eternit tidak dipakai lagi L11 10.00 m2 4,000.00 40,000.00i Membongkar kayu kerangka atap/kuda-kuda L12 10.00 m3 260,000.00 2,600,000.00 6,182,500.00

3 Pekerjaan Tanaha Galian tanah biasa sedalam 1 m SNI 6.1. 10.00 m3 8,000.00 80,000.00b Galian tanah basa sedalam 1-2m SNI 6.2. 10.00 m3 10,520.00 105,200.00c Galian tanah basa sedalam 2-3m SNI 6.3. 10.00 m3 14,700.00 147,000.00d Galian tanah keras sedalam 1m SNI 6.4. 10.00 m3 12,500.00 125,000.00e Galian tanah cadas sedalam 1m SNI 6.5. 10.00 m3 25,000.00 250,000.00f Mengangkut tanah sejauh 10 m A6 10.00 m3 6,600.00 66,000.00g Pembuangan tanah sejauh 150 m SNI 6.8. 10.00 m3 10,320.00 103,200.00h Membuang tanah dengan menghampar A14 10.00 m3 5,000.00 50,000.00i Urug kembali bekas galian SNI 6.9. 10.00 m3 3,840.00 38,400.00

j Urug pasir A18 10.00 m3 78,600.00 786,000.00k Urug pasir MOD A18 10.00 m3 78,600.00 786,000.00l Urug sirtu SNI 6.15. 10.00 m3 77,600.00 776,000.00 3,312,800.00

4 Pekerjaan Pasangana Pasangan pondasi batu kosong SNI 6.12. 10.00 m3 151,245.00 1,512,450.00b Pasangan pondasi 1 Pc : 3 Kp : 10 Ps SNI 6.12. 10.00 m3 248,333.35 2,483,333.50c Pasangan pondasi 1 Pc : 4 Ps SNI 6.5. 10.00 m3 325,813.50 3,258,135.00d Pasangan bata merah tebal 1/2 bata 1 Pc : 3 Kp : 10 Ps SNI 6.15. 10.00 m3 45,447.50 454,475.00e Pasangan bata merah tebal 1/2 bata 1 Pc : 4 Ps SNI 6.11. 10.00 m3 49,656.65 496,566.50f Pasangan bata merah tebal 1/2 bata 1 Pc : 3 Ps SNI 6.10 10.00 m3 51,862.43 518,624.25g Pasangan bata merah tebal 1 bata 1 Pc : 3 Kp : 10 Ps SNI 6.7. 10.00 m3 91,214.08 912,140.75h Pasangan dinding batako SNI 6.18. 10.00 m3 47,543.25 475,432.50i Pasangan roster 25/25 cm SNI 6.19. 10.00 m3 62,118.25 621,182.50 10,732,340.00

5 Pekerjaan Betona Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr SNI 6.13. 10.00 m3 487,397.00 4,873,970.00b Membuat beton bertulang 1 Pc : 1,5 Ps : 2,5 Kr SNI 6.16. 10.00 m3 535,819.00 5,358,190.00c Membuat beton dengan mutu K 225 SNI 6.35. 10.00 m3 619,265.00 6,192,650.00d Pembesian dengan besi polos SNI 6.25. 10.00 kg 9,613.50 96,135.00e Cetakan beton/begesting memakai papan F.8. 10.00 m2 91,685.00 916,850.00f Membongkar cetakan F.v. 10.00 m2 80,000.00 800,000.00g Stutwerk untuk 1 m3 beton tinggi 3-4 m (memakai dolken) Muko2 10.00 m3 1,189,125.00 11,891,250.00h Kolom 1 : 2 : 3 tiap m3 10.00 m3 2,444,207.00 24,442,070.00i Sloof 1 : 2 : 3 tiap m3 10.00 m3 2,124,699.50 21,246,995.00j Ring Balk 1 : 2 : 3 tiap m3 10.00 m3 2,262,227.00 22,622,270.00k Balok, camp. 1 : 2 : 3 tiap m3 10.00 m3 4,252,924.50 42,529,245.00l Plat lantai, camp. 1 : 1,5 : 2,5 tiap m3 10.00 m3 3,994,926.90 39,949,269.00m Tangga, camp. 1 : 2 : 3 tiap m3 10.00 m3 4,050,423.45 40,504,234.50n Kuda-kuda beton, camp. 1 : 2 : 3 tiap m3 10.00 m3 3,963,199.90 39,631,999.00o Foot plat, camp. 1 : 2 : 3 tiap m3 10.00 m3 1,849,644.50 18,496,445.00p Kolom K 225 tiap m3 10.00 m3 4,216,162.50 42,161,625.00 321,713,197.50

6 Pekerjaan Plesterana Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm SNI 6.9. 10.00 m2 11,746.30 117,463.00b Plesteran 1 Pc : 4 Ps, tebal 15 mm SNI 6.29. 10.00 m2 14,614.00 146,140.00c Plesteran 1 Pc : 3 Ps, tebal 15 mm SNI 6.30. 10.00 m2 19,013.48 190,134.75d Plesteran sponeng 1 Pc : 2 Ps (untuk gedung) SNI 6.31. 10.00 m2 3,911.85 39,118.50 492,856.25

7 Pekerjaan Lantaia Pasangan tegel keramik 30/30 berglasir AK 10.00 m2 61,190.90 611,909.00b Pasangan plin keramik 10/30 berglasir SNI 6.25. 10.00 m2 10,873.59 108,735.85 720,644.85

8 Pekerjaan Kayu (rangka atap)a Membuat kuda-kuda kayu bengkirai SNI 10.00 m3 7,567,290.00 75,672,900.00b Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu jati lokal AK 10.00 m2 85,927.50 859,275.00c Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu bengkirai AK 10.00 m2 71,902.50 719,025.00 77,251,200.00

9 Pekerjaan Kayu (pintu/jendela)a Membuat kusen pintu / jendela kayu bengkirai SNI 10.00 m3 8,315,000.00 83,150,000.00b Pasang pintu teakwood rangkap, rangka kayu bengkirai SNI 6.20. 10.00 m3 283,254.00 2,832,540.00c Pasang pintu dan jendela kaca kayu bengkirai SNI 6.20. 10.00 m3 313,500.00 3,135,000.00d Mengerjakan daun pintu / jendela panil kayu bengkirai SNI 6.20. 10.00 m3 367,125.00 3,671,250.00 92,788,790.00

10 Pekerjaan Plafona Langit-langit asbes (1x1)m, rangka kayu kruing dgn plepet SNI 10.00 m2 90,261.00 902,610.00 902,610.00

11 Pekerjaan Lisplanka Pasang lisplank ukuran2x25 cm, kayu bengkirai SNI 10.00 m 45,453.00 454,530.00b Pasang lisplank ukuran2x(2x20) cm, kayu bengkirai SNI 10.00 m 62,613.00 626,130.00 1,080,660.00

12 Pekerjaan Talanga Pasang talang datar, seng BJLS 30, papan kayu kruing SNI 10.00 m 105,429.50 1,054,295.00 1,054,295.00

13 Pekerjaan Atapa Pasang genteng paris H2 10.00 m2 23,550.00 235,500.00

b Pasang genteng paris untuk rumah tingkat H2.A. 10.00 m2 25,550.00 255,500.00c Pasang bubungan genteng paris H2 10.00 m2 26,906.97 269,069.70 760,069.70

14 Pekerjaan Cat-catana Pengecatan kayu baru SNI 6.9. 10.00 m2 23,317.00 233,170.00

(1 lapis plamur, 1 lapis cat dasar, 3 lapis cat penutup)b Pengecatan tembok baru SNI 6.14. 10.00 m2 13,937.10 139,371.00 372,541.00

(1 lapis plamur, 1 lapis cat dasar, 3 lapis cat penutup)

15 Pekerjaan Sanitasia Memasang kloset jongkok porselin SNI 6.2. 10.00 bh 194,668.00 1,946,680.00b Memasang pipa PVC tipe AW diameter 3"-4" SNI 6.26. 10.00 m 9,796.25 97,962.50c Memasang pipa PVC tipe AW diameter 4" SNI 6.32. 10.00 m 63,281.25 632,812.50d Memasang kran diameter 3/4" atau 1/2" SNI 6.32. 10.00 m 30,818.75 308,187.50e Memasang floor drain SNI 6.35. 10.00 bh 63,750.00 637,500.00 3,623,142.50

16 Pekerjaan Kunci dan Kacaa Memasang kunci tanam biasa SNI 6.2. 10.00 bh 45,775.00 457,750.00b Memasang kunci tanam kamar mandi SNI 6.3. 10.00 bh 67,512.50 675,125.00c Pasang engsel pintu SNI 6.5. 10.00 bh 17,387.50 173,875.00d Pasang engsel jendela kupu-kupu SNI 6.6. 10.00 bh 11,775.00 117,750.00e Pasang spring knip SNI 6.8. 10.00 bh 13,537.50 135,375.00f Pasang kait angin SNI 6.9. 10.00 bh 8,587.50 85,875.00g Pasang kaca, tebal 5mm SNI 6.17. 10.00 bh 78,492.50 784,925.00 2,430,675.00

REKAPITULASI

No Pos Pekerjaan Jumlah (Rp)1 Pekerjaan Persiapan 6,505,000.002 Pekerjaan Bongkaran 6,182,500.003 Pekerjaan Tanah 3,312,800.004 Pekerjaan Pasangan 10,732,340.005 Pekerjaan Beton 321,713,197.506 Pekerjaan Plesteran 492,856.257 Pekerjaan Lantai 720,644.858 Pekerjaan Kayu (rangka atap) 77,251,200.009 Pekerjaan Kayu (pintu/jendela) 92,788,790.00

10 Pekerjaan Plafon 902,610.0011 Pekerjaan Lisplank 1,080,660.0012 Pekerjaan Talang 1,054,295.0013 Pekerjaan Atap 760,069.7014 Pekerjaan Cat-catan 372,541.0015 Pekerjaan Sanitasi 3,623,142.5016 Pekerjaan Kunci dan Kaca 2,430,675.00

Total 529,923,321.80Dibulatkan

DAFTAR HARGA

Tenaga No. Jabatan Harga (Rp)/hari1 Tukang Batu 27,500.002 Tukang Kayu 30,000.003 Tukang Besi 25,000.004 Tukang Cat 25,000.005 Kepala Tukang Batu 30,000.006 Kepala Tukang Kayu 32,500.007 Kepala Tukang Besi 27,000.008 Kepala Tukang Cat 27,000.009 Pekerja 20,000.0010 Mandor

BahanNo. Jenis Bahan Spesifikasi Harga (Rp) Satuan1 Pasir Urug 55,000.00 m32 Sirtu 55,000.00 m33 Batu Belah 15/20 cm 80,000.00 m34 PC 775.00 kg5 Kapur Pasang 72,500.00 m36 Pasir Pasang 73,000.00 m37 Batu Merah 5x11x22 cm 350.00 bh8 Batako 1,500.00 bh9 Roster 25/25 cm 2,000.00 bh10 Pasir Beton 73,000.00 m311 Split 120,000.00 m312 Besi Beton Polos 7,900.00 kg13 Kawat Beton 9,400.00 kg14 Usuk Meranti 2,200,000.00 m315 Papan Cetaka 1,000,000.00 m316 Paku Usuk 8,000.00 kg17 Perancah/Dolken 1,000,000.00 m318 Keramik 30/30 32,500.00 m219 Semen Putih 1,500.00 kg20 Semen Warna 6,000.00 kg21 Keramik 10/30 32,500.00 m222 Kayu Bengkirai 5,750,000.00 m323 Besi strip 7,500.00 kg24 Paku biasa 2"-5" 8,000.00 kg25 Usuk kayu bengkirai 5/7 20,125.00 m

26 Reng kayu jati 2/3 jati lokal 5,400.00 m27 Paku Reng 8,000.00 kg28 Reng kayu bengkirai 2,850.00 m29 Papan kayu bengkirai 6,000,000.00 m330 Paku biasa 1/2"-1" 8,000.00 kg31 Lem kayu 11,000.00 kg32 Teakwood 4' x 8' x 4mm 65,000.00 lbr33 Kayu kruing balok 4,350,000.00 m334 Asbes 1,00x1,00m 10,000.00 lbr35 Plepet kayu 2,000.00 m36 Paku eternit 11,500.00 kg37 Paku plepet 11,500.00 kg38 Seng plat 3'x6' BJLS 30 54,000.00 lbr39 Kayu kruing papan 4,750,000.00 m340 Flincoat 35,000.00 kg41 Genteng paris 600.00 bh42 Bubungan genteng paris 1,650.00 bh43 Cat meni 12,000.00 kg44 Plamur 12,000.00 kg45 Cat dasar (……….) 12,000.00 kg46 Cat penutup (………) 32,000.00 kg47 Kloset jongkok porselin 75,000.00 bh48 Pipa PVC AW 3/4" 4,250.00 m49 Harga pipa perlengkapan 3/4" 4,250.00 x50 Pipa PVC AW 4" 33,750.00 m51 Harga pipa perlengkapan 4" 33,750.00 x52 Kran air 25,000.00 bh53 Seal tape 2,500.00 bh54 Floor drain 55,000.00 bh55 Kunci tanam biasa 27,500.00 bh56 Kunci tanam kamar mandi 47,500.00 bh57 Engsel pintu 11,000.00 bh58 Engsel jendela 7,500.00 bh59 Spring knip 7,500.00 bh60 Kait angin 3,000.00 bh61 Kaca polos tebal 5mm 60,500.00 bh

Master Analisa 1

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