Hskp KAB.Kutai Timur

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IV. REKAPITULASI ANALISA HARGA SATUAN KEGIATAN DAN PEKERJAAN (HSKP) KABUPATEN KUTAI TIMUR PROPINSI KALIMANTAN TIMURTAHUN ANGGARAN 2010

(Dalam Rupiah)

No. Uraian Program Kegiatan Satuan Harga Satuan

KeteranganKota/ KabupatenZona I Zona II Zona III Zona IV

[1] [2] [3] [4] [5] [6] [7] [8]

IV.1 PROGRAM KEGIATAN/PEKERJAAN RUMAH DAN GEDUNG

1. Pekerjaan Persiapan

1 Pagar Sementara Dari Kayu Tinggi 2 Meter M' 221,243.30 256,642.23 287,616.29 316,377.92

2 Pagar Sementara Dari Seng Gelombang Tinggi 2 Meter M' 549,138.30 637,000.43 713,879.79 785,267.77

3 Pagar Sementara Dari Kawat Duri Tinggi 1,8 Meter M' 786,110.30 911,887.95 1,021,943.39 1,124,137.73

4 Pengukuran Dan Pemasangan Bouwplank M' 43,576.50 50,548.74 56,649.45 62,314.40

5 Pembuatan Kantor Sementara Dgn. Lantai Plesteran M2 1,317,331.00 1,528,103.96 1,712,530.30 1,883,783.33

6 Pembuatan Gudang Semen Dan Alat-alat M2 605,907.00 702,852.12 787,679.10 866,447.01

7 Pembuatan Rumah Jaga/Konstruksi Kayu M2 816,578.00 947,230.48 1,061,551.40 1,167,706.54

8 Membersihkan Lapangan Dan Perataan M2 11,190.00 12,980.40 14,547.00 16,001.70

9 Pembuatan Bedeng Buruh M2 816,543.00 947,189.88 1,061,505.90 1,167,656.49

10 Pembuatan bak adukan ukuran (40 x 50 x 20) cm M2 78,887.60 91,509.62 102,553.88 112,809.27

11 Pembuatan Stegger dari bambu, ukuran (40 x 50 x 20) cm M3 23,852.10 27,668.44 31,007.73 34,108.50

12 Pembuatan Jalan Sementara M3 151,327.00 175,539.32 196,725.10 216,397.61

13 Bongkaran Beton Bertulang M3 433,985.30 503,422.95 564,180.89 620,598.98

14 Bongkaran Dinding Tembok Bata merah M3 433,985.30 503,422.95 564,180.89 620,598.98

2. Pekerjaan Tanah

1 Galian Tanah Biasa Sedalam 1 Meter M3 47,525.00 55,129.00 61,782.50 67,960.75



4 Galian Tanah Keras Sedalam 1 Meter M3 63,228.00 73,344.48 82,196.40 90,416.04

5 Galian Tanah Cadas Sedalam 1 Meter M3 96,090.00 111,464.40 124,917.00 137,408.70

6 Galian Tanah Lumpur Sedalam 1 Meter M3 76,560.00 88,809.60 99,528.00 109,480.80

7 Pekerjaan Striping setinggi 1 meter M3 3,515.00 4,077.40 4,569.50 5,026.45

8 Pembuangan Tanah Sejauh 150 Meter M3 20,807.00 24,136.12 27,049.10 29,754.01

9 Urugan Kembali M3 15,841.67 18,376.33 20,594.17 22,653.58

10 Pemadatan Tanah M3 35,150.00 40,774.00 45,695.00 50,264.50

11 Urugan Pasir M3 140,930.00 163,478.80 183,209.00 201,529.90

12 Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL M3 183,855.50 213,272.38 239,012.15 262,913.37

13 Lapisan pudel campuran 1 Kp : 5 TL M3 165,031.20 191,436.19 214,540.56 235,994.62

14 Pemasangan lapisan ijuk M3 155,145.00 179,968.20 201,688.50 221,857.35

15 Urugan Sirtu M3 318,775.00 369,779.00 414,407.50 455,848.25

16 Pembuatan Jalan Sementara, Tebal 25 cm M3 182,846.00 212,101.36 237,699.80 261,469.78

3. Pekerjaan Pondasi

1 Pasang pondasi batu kali, 1Pc : 1 Ps M3 1,142,245.00 1,325,004.20 1,484,918.50 1,633,410.35

2 Pasang pondasi batu kali, 1Pc : 2 Ps M3 977,854.50 1,134,311.22 1,271,210.85 1,398,331.94

3 Pasang pondasi batu kali, 1Pc : 2,5 Ps M3 1,142,245.00 1,325,004.20 1,484,918.50 1,633,410.35



6 Pasang pondasi batu kali, 1Pc : 5 Ps M3 840,766.00 975,288.56 1,092,995.80 1,202,295.38



9 Pasang Pondasi Batu Kosong M3 584,476.20 677,992.39 759,819.06 835,800.97

10 Pasang pondasi siklop 40% batu kali M3 3,927,837.80 4,556,291.85 5,106,189.14 5,616,808.05

11 Pasang pondasi sumuran dia. 100 cm M3 820,486.80 951,764.69 1,066,632.84 1,173,296.12

4. Pekerjaan Pasangan Dinding

1 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 1 Ps 368,964.52 427,998.84 479,653.88 527,619.26






7 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps 177,283.70 205,649.09 230,468.81 253,515.69







14 Pasangan dinding hollowblock (HB. 20) 405,703.88 470,616.50 527,415.04 580,156.55



17 Pasangan dinding conblock (CB. 20) 219,460.54 254,574.23 285,298.70 313,828.57

18 Pasangan dinding conblock (CB. 15) 137,935.16 160,004.79 179,315.71 197,247.28

19 Pasangan dinding conblock (CB. 10) 747,778.40 867,422.94 972,111.92 1,069,323.11

20 Pasang dinding latai 129,271.00 149,954.36 168,052.30 184,857.53

21 Pasang dinding roster/terawang (12 x 11 x 24) cm 949,480.00 1,101,396.80 1,234,324.00 1,357,756.40

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Halaman 2


(Dalam Rupiah)



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5. Pekerjaan Plesteran

1 Plesteran 1 Pc : 1 Ps, Tebal 15 mm M2 50,355.74 58,412.65 65,462.46 72,008.70




















21 Berapen 1 Pc : 3 Ps, tebal 30 mm M2 26,736.06 31,013.82 34,756.87 38,232.56

22 Berapen 1 Pc : 5 Ps, tebal 15 mm M2 49,961.20 57,954.99 64,949.56 71,444.52

23 Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm M2 47,157.88 54,703.14 61,305.24 67,435.77

24 Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm M2 12,510.20 14,511.83 16,263.26 17,889.59

25 Plesteran Skoning 1 Pc : 2 Ps M2 2,033,727.00 2,359,123.32 2,643,845.10 2,908,229.61

26 Plesteran Granito, 1 Pc warna : 2 Granito, tebal 10 mm M2 2,033,727.00 2,359,123.32 2,643,845.10 2,908,229.61

27 Plesteran Teraso, 1 Pc warna : 2 Teraso, tebal 10 mm M2 31,976.88 37,093.18 41,569.94 45,726.94

28 Plesteran Ciprat, 1 Pc : 2 Ps M2 24,182.08 28,051.21 31,436.70 34,580.37

29 Plesteran Siar adukan 1 Pc : 2Ps M2 3,878,695.00 4,499,286.20 5,042,303.50 5,546,533.85

6. Pekerjaan Kayu

1 Pasang Kusen Pintu Dan Jendela Kayu Bengkirai M3 3,878,665.00 4,499,251.40 5,042,264.50 5,546,490.95

2 Pasang Kusen Pintu Dan Jendela Kayu Bengkirai M3 3,376,825.00 3,917,117.00 4,389,872.50 4,828,859.75

3 Pasang Kusen Pintu Dan Jendela Kayu Meranti M3 2,014,225.00 2,336,501.00 2,618,492.50 2,880,341.75

4 Pasang Kusen Pintu Dan Jendela Kayu Damar Laut M3 181,443.00 210,473.88 235,875.90 259,463.49

5 Pasang Pintu Klam Kayu Bangkirai M3 169,495.00 196,614.20 220,343.50 242,377.85

6 Pasang Pintu Klam Kayu Meranti M2 363,028.00 421,112.48 471,936.40 519,130.04

7 Pasang Pintu Panel Kayu Bangkirai M2 351,080.00 407,252.80 456,404.00 502,044.40

8 Pasang Pintu Panel Kayu Kapur M2 348,684.00 404,473.44 453,289.20 498,618.12

9 Pasang pintu dan Jendela kaca Kayu Bangkirai M2 283,962.00 329,395.92 369,150.60 406,065.66

10 Pasang pintu dan Jendela kaca Kayu kamper M2 283,962.00 329,395.92 369,150.60 406,065.66

11 Pasang pintu dan Jendela kaca Kayu meranti M2 273,507.50 317,268.70 355,559.75 391,115.73

12 Pasang pintu dan jendela Jalusi kayu bangkirai M2 458,164.80 531,471.17 595,614.24 655,175.66

13 Pasang pintu dan jendela Jalusi kayu kamper M2 478,964.80 555,599.17 622,654.24 684,919.66

14 Pasang pintu plywood rangkap, rangka kayu bangkirai M2 345,338.00 400,592.08 448,939.40 493,833.34

15 Pasang pintu plywood rangkap, rangka kayu kamper M2 336,302.72 390,111.16 437,193.54 480,912.89

16 Pasang Jalusi mati kusen kayu bangkirai M2 306,352.00 355,368.32 398,257.60 438,083.36

17 Pasang Jalusi mati kusen kayu kamper M2 306,352.00 355,368.32 398,257.60 438,083.36

18 Pasang pintu plywood rangkap, rangka kayu meranti M2 330,448.20 383,319.91 429,582.66 472,540.93

19 Pasang pintu teakwood rangkap, rangka kayu bangkirai M2 341,402.72 396,027.16 443,823.54 488,205.89

20 Pasang pintu teakwood rangkap, rangka kayu kamper M2 341,402.72 396,027.16 443,823.54 488,205.89

21 Pasang pintu plywood & formika, rangka kayu bangkirai M2 450,464.72 522,539.08 585,604.14 644,164.55

22 Pasang pintu plywood & formika, rangka kayu kamper M2 427,914.72 496,381.08 556,289.14 611,918.05

23 Pasang pintu teakwood & formika, rangka kayu bangkirai M2 450,464.72 522,539.08 585,604.14 644,164.55

24 Pasang pintu teakwood & formika, rangka kayu kamper (divernis) M2 526,930.72 611,239.64 685,009.94 753,510.93

25 Pasang pintu formika double, rangka kayu bangkirai M2 526,930.72 611,239.64 685,009.94 753,510.93

26 Pasang pintu formika double, rangka kayu kamper M2 526,930.72 611,239.64 685,009.94 753,510.93

27 Pasang Konstruksi Kuda-kuda Kayu Bangkirai M3 3,480,610.00 4,037,507.60 4,524,793.00 4,977,272.30

28 Pasang Konstruksi Kuda-kuda Kayu Kamper M3 1,771,540.00 2,054,986.40 2,303,002.00 2,533,302.20

29 Pasang Konstruksi Kuda-kuda Kayu meranti M3 3,020,590.00 3,503,884.40 3,926,767.00 4,319,443.70

30 Pasang Konstruksi Kuda-kuda Kayu Kruing M3 1,771,540.00 2,054,986.40 2,303,002.00 2,533,302.20

31 Pasang Kaso + Reng Genteng Tanah Kayu meranti M2 30,857.00 35,794.12 40,114.10 44,125.51

32 Pasang Kaso + Reng Genteng Kodok Kayu borneo M2 46,669.40 54,136.50 60,670.22 66,737.24

33 Pasang Kaso + Reng Genteng monier kayu bangkirai M2 38,982.80 45,220.05 50,677.64 55,745.40

34 Pasang Kaso + Reng Genteng monier kayu kamper M2 44,706.00 51,858.96 58,117.80 63,929.58

35 Pasang Kaso + Reng Genteng Beton Kayu bangkirai M2 38,982.80 45,220.05 50,677.64 55,745.40

36 Pasang Kaso + Reng atap sirap kayu Bangkirai M2 277,311.70 321,681.57 360,505.21 396,555.73

37 Pasang Kaso + Reng atap sirap kayu meranti M2 208,308.70 241,638.09 270,801.31 297,881.44

38 Pasang rangka langit-langit (1.00 x 1.00) m, kayu bangkirai M2 58,464.40 67,818.70 76,003.72 83,604.09

39 Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper M2 39,820.00 46,191.20 51,766.00 56,942.60

40 Pasang rangka langit-langit (1.00 x 1.00) m, kayu meranti M2 53,446.00 61,997.36 69,479.80 76,427.78

Halaman 3


(Dalam Rupiah)



[1] [2] [3] [4] [5] [6] [7] [8]

41 Pasang rangka langit-langit (60 x 60) cm, kayu bangkirai M2 76,808.10 89,097.40 99,850.53 109,835.58

42 Pasang rangka langit-langit (30 x 60) cm, kayu kamper M2 86,210.50 100,004.18 112,073.65 123,281.02

43 Pasang rangka langit-langit (30 x 60) cm, kayu meranti M2 67,189.50 77,939.82 87,346.35 96,080.99

44 Pasang rangka langit-langit (30 x 30) cm, kayu bangkirai M2 91,295.90 105,903.24 118,684.67 130,553.14

45 Pasang rangka langit-langit (30 x 30) cm, kayu kamper M2 102,333.50 118,706.86 133,033.55 146,336.91

46 Pasang rangka langit-langit (30 x 30) cm, kayu meranti M2 80,004.50 92,805.22 104,005.85 114,406.44

47 Pasang Lisplang ukuran (3 x 20) cm, Kayu bangkirai M2 36,161.64 41,947.50 47,010.13 51,711.15

48 Pasang Lisplang ukuran (3 x 20) cm, Kayu kamper M' 40,390.20 46,852.63 52,507.26 57,757.99

49 Pasang Lisplang Ukuran (3 x 30) cm Kayu bangkirai M' 43,949.90 50,981.88 57,134.87 62,848.36

50 Pasang Lisplang Ukuran (3 x 30) cm Kayu kamper M' 48,446.70 56,198.17 62,980.71 69,278.78

51 Pasang Lisplang Ukuran 2 x (3 x 20) cm Kayu kamper M' 39,272.00 45,555.52 51,053.60 56,158.96

52 Pasang Lisplang Ukuran 2x (2 x 20) cm Kayu kamper M' 37,555.50 43,564.38 48,822.15 53,704.37

53 Pasang Lisplang Ukuran 2x (2 x 20) cm Kayu meranti M' 32,773.60 38,017.38 42,605.68 46,866.25

54 Pasang rangka dinding pemisah kayu meranti M2 88,915.75 103,142.27 115,590.48 127,149.52

55 Pasang rangka dinding pemisah kayu borneo M2 124,070.00 143,921.20 161,291.00 177,420.10

56 Pasang dinding pemisah teakwood rangkap,rangka kayu bangkirai M2 202,833.55 235,286.92 263,683.62 290,051.98

57 Pasang dinding pemisah plywood rangkap,rangka kayu kamper M2 220,039.15 255,245.41 286,050.90 314,655.98

58 Pasang dinding lambriziring dari papan bangkirai M2 207,368.90 240,547.92 269,579.57 296,537.53

59 Pasang plywood tebal 4mm, untuk dinding M2 41,162.20 3,680.45 4,124.64 4,537.10

60 Pasang List Plafond Kayu Profil Bangkirai uk. 4 cm x 4 m M' 36,247.80 42,047.45 47,122.14 51,834.35

7. Pekerjaan Beton

1 Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr M3 811,128.00 940,908.48 1,054,466.40 1,159,913.04

2 Membuat Beton Tumbuk 1 Pc : 3 Ps : 6 Kr M3 789,903.00 916,287.48 1,026,873.90 1,129,561.29

3 Membuat Beton Tumbuk 1 Pc : 4 Ps : 6 Kr M3 757,953.00 879,225.48 985,338.90 1,083,872.79

4 Membuat Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5Kr Tebal 5 cm M3 104,211.60 120,885.46 135,475.08 149,022.59

5 Membuat Beton Bertulang 1Pc : 2Psr : 3Kr M3 805,176.00 934,004.16 1,046,728.80 1,151,401.68

6 Membuat Beton Bertulang 1 Pc : 2 Ps : 4 Kr M3 892,815.00 1,035,665.40 1,160,659.50 1,276,725.45

7 Membuat Beton Bertulang 1 Pc : 2 Ps : 2,5Kr M3 963,204.00 1,117,316.64 1,252,165.20 1,377,381.72

8 Membuat Beton Bertulang 1 Pc : 1,5Ps : 3 Kr M3 892,308.00 1,035,077.28 1,160,000.40 1,276,000.44

9 Membuat Beton Bertulang 1 Pc : 1,5 Ps : 2,5 Kr M3 1,014,657.00 1,177,002.12 1,319,054.10 1,450,959.51

10 Membuat Beton Bertulang 1 Pc : 1 Ps : 2 Kr M3 1,113,741.00 1,291,939.56 1,447,863.30 1,592,649.63

11 Membuat tiang pancang prestressed beton M3 1,104,690.00 1,281,440.40 1,436,097.00 1,579,706.70

12 Membuat beton dengan puzzdith - 100 XR M3 1,121,530.00 1,300,974.80 1,457,989.00 1,603,787.90

13 Membuat Beton Bertulang 1 Pc : 2 Ps : 3 Splt M3 1,092,841.00 1,267,695.56 1,420,693.30 1,562,762.63


15 Membuat Beton Bertulang 1 Pc : 1,5 Ps : 3 Splt M3 1,134,829.00 1,214,656.88 1,361,253.40 1,497,378.74

16 Membuat Beton Bertulang 1 Pc : 1,5 Ps : 2,5 Splt M3 1,404,517.00 1,629,239.72 1,825,872.10 2,008,459.31


18 Membuat beton kedap air dengan storox - 100 M3 1,081,009.00 1,253,970.44 1,405,311.70 1,545,842.87

19 Memasang PVC Waterstop lebar 150 mm M' 6,505.80 7,546.73 8,457.54 9,303.29






25 Pembesian dengan besi polos atau besi ulir Kg 415,131.50 481,552.54 539,670.95 593,638.05

26 Kabel presstressed polos/strands Kg 443,689.40 514,679.70 576,796.22 634,475.84

27 Jaring kawat baja Kg 271,489.20 314,927.47 352,935.96 388,229.56

28 Pasang Bekisting Untuk Pondasi M2 268,662.00 311,647.92 349,260.60 384,186.66

29 Pasang Bekisting Untuk Sloof M2 364,164.00 422,430.24 473,413.20 520,754.52

30 Pasang Bekisting Untuk Kolom M2 63,983.60 74,220.98 83,178.68 91,496.55

31 Pasang Bekisting Untuk Balok M2 64,358.60 74,655.98 83,666.18 92,032.80

32 Pasang Bekisting Untuk Lantai M2 64,358.60 74,655.98 83,666.18 92,032.80

33 Pasang Bekisting Untuk Dinding M2 400,734.80 464,852.37 520,955.24 573,050.76

34 Pasang Bekisting Untuk Tangga M2 408,094.40 473,389.50 530,522.72 583,574.99

35 Membuat Beton dengan mutu K 225 M3 615,934.80 714,484.37 800,715.24 880,786.76

36 Membuat Beton dengan mutu K 275 M3 684,336.80 793,830.69 889,637.84 978,601.62

37 Pasang jembatan cor M3 375,957.80 436,111.05 488,745.14 537,619.65

38 Membuat pondasi beton bertulang (150 kg besi + bekisting) M3 4,349,665.50 5,045,611.98 5,654,565.15 6,220,021.67

39 Membuat sloof beton bertulang (200 kg besi + bekisting) M3 4,390,602.90 5,093,099.36 5,707,783.77 6,278,562.15

40 Membuat kolom beton bertulang (300 kg besi + bekisting) M3 51,250.00 59,450.00 66,625.00 73,287.50

41 Membuat Balok Beton Bertulang (200 Kg Besi + Bekisting) M3 5,389,387.70 6,251,689.73 7,006,204.01 7,706,824.41

42 Membuat Balok Beton Bertulang (150 Kg Besi + Bekisting) M3 6,808,017.30 7,897,300.07 8,850,422.49 9,735,464.74

43 Membuat Dinding Beton Bertulang (150 Kg Besi + Bekisting) M3 11,463,257.50 13,297,378.70 14,902,234.75 16,392,458.23

44 Membuat Tangga Beton Bertulang (200 Kg Besi + Bekisting) M3 8,801,735.50 10,210,013.18 11,442,256.15 12,586,481.77

45 Kolom Penguat Beton Bertulang (11 x 11) cm M' 8,801,735.50 10,210,013.18 11,442,256.15 12,586,481.77

46 Membuat Ring Balok Beton Bertulang (10 x 15) cm M' 9,384,678.50 10,886,227.06 12,200,082.05 13,420,090.26

Halaman 4


(Dalam Rupiah)



[1] [2] [3] [4] [5] [6] [7] [8]

8. Pekerjaan Penutup Atap

1 Pasang atap genteng palentong kecil M2 9,384,678.50 10,886,227.06 12,200,082.05 13,420,090.26

2 Pasang atap genteng kodok/glazzur M2 9,460,109.30 10,973,726.79 12,298,142.09 13,527,956.30

3 Pasang bubung genteng kodok glazuur M2 118,482.40 137,439.58 154,027.12 169,429.83

4 Pasang bubung genteng palentong besar M2 140,501.10 162,981.28 182,651.43 200,916.57

5 Pasang roof light fibreglass (180 x 90) cm M2 91,361.30 105,979.11 118,769.69 130,646.66

6 Pasang Atap Asbes Gelombang (2,50 x 0,92 m) x 5 mm M2 171,361.30 198,779.11 222,769.69 245,046.66














20 Pasang bubung stel gelombang 0,92 m M' 77,530.20 89,935.03 100,789.26 110,868.19

21 Pasang nok stel gelombang 1,05 m M' 80,210.20 93,043.83 104,273.26 114,700.59

22 Pasang nok stel gelombang 1,08 m M' 80,210.20 93,043.83 104,273.26 114,700.59

23 Pasang nok paten 0,92 m M' 83,895.20 97,318.43 109,063.76 119,970.14



26 Pasang nok stel rata 0,92 m M' 91,074.90 105,646.88 118,397.37 130,237.11

27 Pasang nok stel rata 1,05 m M' 91,074.90 105,646.88 118,397.37 130,237.11

28 Pasang Atap Genteng Beton M2 61,324.90 71,136.88 79,722.37 87,694.61

29 Pasang Atap Genteng Metal M2 61,324.90 71,136.88 79,722.37 87,694.61

30 Pasang Atap Sirap M2 61,324.90 71,136.88 79,722.37 87,694.61

31 Pasang Nok Genteng Beton M' 60,725.80 70,441.93 78,943.54 86,837.89

32 Pasang Nok Genteng Metal M' 57,824.90 67,076.88 75,172.37 82,689.61

33 Pasang Nok Sirap M' 405,997.00 470,956.52 527,796.10 580,575.71

34 Pasang Atap Seng Gelombang M2 131,628.00 152,688.48 171,116.40 188,228.04

35 Pasang Atap Nok Seng M2 2,186,560.40 2,536,410.06 2,842,528.52 3,126,781.37

36 Pasang Atap Alluminium M2 149,784.20 173,749.67 194,719.46 214,191.41

37 Pasang Nok Alluminium M2 88,206.00 102,318.96 114,667.80 126,134.58

38 Pasang Aluminium Foil/sisalation M2 73,005.90 84,686.84 94,907.67 104,398.44

9. Pekerjaan Langit - langit

1 Langit-langit asbes (1,00 x 1,00) m, tebal 6 mm M2 57,656.20 66,881.19 74,953.06 82,448.37



4 Langit-langit asbes (1,00 x 1,00) m, tebal 3,5 mm M2 57,656.20 66,881.19 74,953.06 82,448.37

5 Langit-langit akustik (30 x 30) cm M2 674,990.20 782,988.63 877,487.26 965,235.99



8 Langit-langit Plywood (30 x 60) cm, Tebal 4 mm M2 95,757.00 111,078.12 124,484.10 136,932.51

9 Langit-langit Plywood (30 x 60) cm Tebal 6 mm M2 43,334.00 50,267.44 56,334.20 61,967.62



12 Langit-langit teakwood (30 x 60) cm, Tebal 4 mm M2 43,334.00 50,267.44 56,334.20 61,967.62

13 Langit-langit Teakwood (60 x 120) cm Tebal 4 mm M2 44,571.50 51,702.94 57,942.95 63,737.25

14 Langit-langit lat kayu kamper M2 106,809.80 123,899.37 138,852.74 152,738.01

15 Langit-langit soft board M2 114,209.00 132,482.44 148,471.70 163,318.87

16 Pasang Langit-langit Akustik (60 x 120) cm + Rangka Alluminium M2 359,095.00 416,550.20 466,823.50 513,505.85

17 List Langit-langit Kayu Profil M2 49,147.00 57,010.52 63,891.10 70,280.21

18 Langit-langit asbes (1,00 x 1,00) m, tebal 3,2 mm, rangka borneo M2 61,602.00 71,458.32 80,082.60 88,090.86

19 Langit-langit Plywood 4 mm + rangka kayu borneo M2 130,375.50 151,235.58 169,488.15 186,436.97

20 Langit-langit akustik (30 x 60) cm + rangka kayu borneo M2 532,549.50 617,757.42 692,314.35 761,545.79

21 Langit-langit akustik (30 x 30) cm + rangka kayu borneo M2 977,220.70 1,133,576.01 1,270,386.91 1,397,425.60

22 Langit-langit gypsum board, tebal 9 mm M2 105,074.20 121,886.07 136,596.46 150,256.11

10. Pekerjaan Sanitasi

1 Memasang Kloset Duduk/Monoblok BH 565,800.00 582,774.00 639,354.00 735,540.00

2 Memasang Kloset Jongkok porselen BH 560,700.00 577,521.00 633,591.00 728,910.00

3 Memasang Kloset Jongkok teraso BH 451,000.00 464,530.00 509,630.00 586,300.00

4 Memasang Urinoir BH 1,911,700.00 1,969,051.00 2,160,221.00 2,485,210.00

5 Memasang wastafel BH 1,760,700.00 1,813,521.00 1,989,591.00 2,288,910.00

6 Memasang Bak Mandi Teraso Volume 0,30 m³ BH 664,600.00 684,538.00 750,998.00 863,980.00

7 Memasang Bak Mandi Fibreglass Volume 0,30 m³ BH 885,100.00 911,653.00 1,000,163.00 1,150,630.00

Halaman 5


(Dalam Rupiah)



[1] [2] [3] [4] [5] [6] [7] [8]

8 Memasang Bak Mandi Batu Bata Volume 0,30 m³ BH 2,666,300.00 2,746,289.00 3,012,919.00 3,466,190.00

9 Memasang badkip porselen BH 1,005,200.00 1,035,356.00 1,135,876.00 1,306,760.00

10 Membuat bak beton volume 1 m³ air BH 91,230,500.00 93,967,415.00 103,090,465.00 118,599,650.00

11 Memasang bak fibreglass volume 1 m³ air BH 1,145,000.00 1,179,350.00 1,293,850.00 1,488,500.00

12 Memasang pipa penyalur air limbah jenis pipa tanah,diameter 15 cm M' 658,800.00 678,564.00 744,444.00 856,440.00

13 Memasang pipa penyalur air limbah jenis pipa tanah,diameter 20 cm M' 662,300.00 682,169.00 748,399.00 860,990.00

14 Memasang pipa beton, diameter 15 cm - 20 cm M' 166,400.00 171,392.00 188,032.00 216,320.00

15 Memasang pipa beton, diameter 30 cm - 100 cm M' 209,800.00 216,094.00 237,074.00 272,740.00

16 Memasang Bak Kontrol Pasangan Batu Bata Ukuran (30 x 30) cm Tinggi 35 c BH 1,167,000.00 1,202,010.00 1,318,710.00 1,517,100.00



19 Memasang Pipa Galvanis Diameter ½" M' 1,210,500.00 1,246,815.00 1,367,865.00 1,573,650.00

20 Memasang Pipa Galvanis Diameter ¾" M' 1,210,500.00 1,246,815.00 1,367,865.00 1,573,650.00

21 Memasang Pipa Galvanis Diameter 1" M' 1,210,500.00 1,246,815.00 1,367,865.00 1,573,650.00

22 Memasang Pipa Galvanis Diameter 1 ½" M' 1,218,800.00 1,255,364.00 1,377,244.00 1,584,440.00



25 Memasang Pipa PVC Type AW Diameter ½" M' 18,900.00 19,467.00 21,357.00 24,570.00

26 Memasang Pipa PVC Type AW Diameter ¾" M' 21,100.00 21,733.00 23,843.00 27,430.00

27 Memasang Pipa PVC Type AW Diameter 1" M' 27,900.00 28,737.00 31,527.00 36,270.00

28 Memasang Pipa PVC Type AW Diameter 1 ½" M' 43,100.00 44,393.00 48,703.00 56,030.00


30 Memasang Pipa PVC Type AW Diameter 2 ½" M' 73,100.00 75,293.00 82,603.00 95,030.00



33 Memasang Bak Cuci Piring Stainless Steel BH 734,300.00 756,329.00 829,759.00 954,590.00

34 Memasang Bak Cuci Piring Teraso BH 328,100.00 337,943.00 370,753.00 426,530.00

35 Memasang Kran Diameter ¾" atau ½" BH 49,600.00 51,088.00 56,048.00 64,480.00

36 Memasang Floor Drain BH 45,400.00 46,762.00 51,302.00 59,020.00 - - -

11. Pekerjaan Besi & Aluminium - - -

1 Pasang Rangka Atap Baja Kg 25,600.00 26,368.00 28,928.00 33,280.00

2 Pasang pintu besi baja M2 144,400.00 148,732.00 163,172.00 187,720.00

3 Pasang jendela besi M2 435,800.00 448,874.00 492,454.00 566,540.00

4 Pasang jendela besi tahan api M2 445,400.00 458,762.00 503,302.00 579,020.00

5 Pasang pintu gulung besi M2 1,335,500.00 1,375,565.00 1,509,115.00 1,736,150.00

6 Pasang pintu lipat M2 1,818,600.00 1,873,158.00 2,055,018.00 2,364,180.00

7 Pasang pintu Sunscreen alluminium M2 760,300.00 783,109.00 859,139.00 988,390.00

8 Pasang Rolling door M2 1,311,800.00 1,351,154.00 1,482,334.00 1,705,340.00

9 Pasang pintu alluminium M2 720,400.00 742,012.00 814,052.00 936,520.00

10 Pasang Vertikals blinds M2 1,220,400.00 1,257,012.00 1,379,052.00 1,586,520.00

11 Pasang terali besi M2 437,700.00 450,831.00 494,601.00 569,010.00

12 Pasang Kawat Harmonika M2 47,400.00 48,822.00 53,562.00 61,620.00

13 Pasang Kawat Nyamuk M2 51,000.00 52,530.00 57,630.00 66,300.00

14 Pasang Kawat Kassa M2 49,800.00 51,294.00 56,274.00 64,740.00

15 Pasang Kawat burung M2 44,300.00 45,629.00 50,059.00 57,590.00

16 Pasang jendela nako & tralis M2 219,600.00 226,188.00 248,148.00 285,480.00

17 Pasang talang datar, seng bjls 28 M2 150,600.00 155,118.00 170,178.00 195,780.00

18 Pasang talang miring, seng bjls 28 M2 140,700.00 144,921.00 158,991.00 182,910.00

19 Pasang talang 1/2 lingkaran D-10 cm, seng bjls 28 M2 2,920,400.00 3,008,012.00 3,300,052.00 3,796,520.00

20 Pasang talang 1/2 lingkaran D-10 cm, seng bjls 24 M2 2,916,200.00 3,003,686.00 3,295,306.00 3,791,060.00 - - -

12. Pekerjaan Kunci & Kaca - - -

1 Pasang Kunci Tanam antik BH 134,400.00 138,432.00 151,872.00 174,720.00

2 Pasang Kunci Tanam biasa BH 179,600.00 184,988.00 202,948.00 233,480.00

3 Pasang Kunci Tanam kamar mandi BH 263,400.00 271,302.00 297,642.00 342,420.00

4 Pasang Kunci silinder BH 212,200.00 218,566.00 239,786.00 275,860.00

5 Pasang Engsel Pintu BH 46,900.00 48,307.00 52,997.00 60,970.00

6 Pasang Engsel Jendela kupu-kupu BH 36,800.00 37,904.00 41,584.00 47,840.00

7 Pasang Engsel angin BH 51,700.00 53,251.00 58,421.00 67,210.00

8 Pasang spring knip BH 100,000.00 103,000.00 113,000.00 130,000.00

9 Pasang kait angin BH 25,400.00 26,162.00 28,702.00 33,020.00

10 Pasang door closer BH 197,100.00 203,013.00 222,723.00 256,230.00

11 Pasang kunci selot BH 82,600.00 85,078.00 93,338.00 107,380.00

12 Pasang pegangan pintu/door holder BH 131,100.00 135,033.00 148,143.00 170,430.00

13 Pasang door stop BH 31,900.00 32,857.00 36,047.00 41,470.00

14 Pasang rel pintu dorong BH 1,219,800.00 1,256,394.00 1,378,374.00 1,585,740.00

15 Pasang kunci lemari BH 86,700.00 89,301.00 97,971.00 112,710.00

16 Pasang kaca, tebal 3 mm M2 139,400.00 143,582.00 157,522.00 181,220.00

Halaman 6


(Dalam Rupiah)



[1] [2] [3] [4] [5] [6] [7] [8]



19 Pasang kaca buram, tebal 12 mm M2 753,200.00 775,796.00 851,116.00 979,160.00

20 Pasang kaca cermin, tebal 5 mm M2 307,700.00 316,931.00 347,701.00 400,010.00



23 Pasang kaca "wireglass", tebal 5 mm M2 257,400.00 265,122.00 290,862.00 334,620.00

24 Pasang kaca patri, tebal 5 mm M2 1,240,200.00 1,277,406.00 1,401,426.00 1,612,260.00 - - -

13. Pekerjaan Penutup Lantai & Dinding - - -

1 Pasang lantai ubin pc abu-abu ukuran 40 x 40 cm M2 89,000.00 91,670.00 100,570.00 115,700.00



4 Pasang lantai ubin warna ukuran 40 x 40 cm M2 121,200.00 124,836.00 136,956.00 157,560.00



7 Pasang lantai ubin teraso ukuran 40 x 40 cm M2 51,500.00 53,045.00 58,195.00 66,950.00

8 Pasang lantai ubin teraso ukuran 30 x 30 cm M2 118,200.00 121,746.00 133,566.00 153,660.00

9 Pasang lantai ubin granito ukuran 40 x 40 cm M2 87,900.00 90,537.00 99,327.00 114,270.00

10 Pasang lantai ubin granito ukuran 30 x 30 cm M2 117,500.00 121,025.00 132,775.00 152,750.00

11 Pasang lantai ubin teralux marmer ukuran 40 x 40 cm M2 86,100.00 88,683.00 97,293.00 111,930.00

12 Pasang lantai ubin teralux marmer ukuran 30 x 30 cm M2 120,000.00 123,600.00 135,600.00 156,000.00

13 Pasang plint ubin pc abu-abu ukuran 15 x 20 cm M2 44,900.00 46,247.00 50,737.00 58,370.00



16 Pasang plint ubin pc warna ukuran 10 x 20 cm M2 54,100.00 55,723.00 61,133.00 70,330.00



19 Pasang plint ubin teraso ukuran 10 x 30 cm M2 55,400.00 57,062.00 62,602.00 72,020.00

20 Pasang plint ubin teraso ukuran 10 x 40 cm M2 45,300.00 46,659.00 51,189.00 58,890.00

21 Pasang plint ubin granito ukuran 10 x 40 cm M2 15,000.00 15,450.00 16,950.00 19,500.00

22 Pasang plint ubin granito ukuran 10 x 30 cm M2 105,600.00 108,768.00 119,328.00 137,280.00

23 Pasang teraso cor ditempat M2 37,200.00 38,316.00 42,036.00 48,360.00

24 Pasang teralux cor ditempat, tebal 3 cm M2 62,800.00 64,684.00 70,964.00 81,640.00

25 Pasang ubin tahan asam M2 39,400.00 40,582.00 44,522.00 51,220.00

26 Pasang lantai keramik artistik 10 x 20 cm M2 92,300.00 95,069.00 104,299.00 119,990.00

27 Pasang plint keramik artistik 10 x 20 cm M2 92,300.00 95,069.00 104,299.00 119,990.00



30 Internal cove artistik (5 x 5 x 20) cm M2 84,200.00 86,726.00 95,146.00 109,460.00

31 Pasang plint vinyil tanpa adukan M2 1,718,100.00 1,769,643.00 1,941,453.00 2,233,530.00

32 Pasang Lantai Keramik 10 x 20 cm M2 92,300.00 95,069.00 104,299.00 119,990.00






38 Pasang Lantai Keramik 33 x 33 cm anti slip M2 91,400.00 94,142.00 103,282.00 118,820.00


40 Pasang Lantai mosaik 30 x 30 cm, ex lokal M2 154,300.00 158,929.00 174,359.00 200,590.00

41 Pasang Lantai marmer M2 701,800.00 722,854.00 793,034.00 912,340.00

42 Pasang lantai karpet 100% wool M2 34,800.00 35,844.00 39,324.00 45,240.00

43 Pasang lantai karpet 80% wool, 20% nylon M2 34,800.00 35,844.00 39,324.00 45,240.00

44 Pasang underlyer, tebal 6 mm M2 27,700.00 28,531.00 31,301.00 36,010.00

45 Pasang lantai karpet M2 27,700.00 28,531.00 31,301.00 36,010.00

46 Pasang lantai parquet jati M2 87,700.00 90,331.00 99,101.00 114,010.00

47 Pasang gymfloor M2 87,700.00 90,331.00 99,101.00 114,010.00

Halaman 7


(Dalam Rupiah)



[1] [2] [3] [4] [5] [6] [7] [8]

48 Pasang dinding porselin 11 x 11 cm, putih M2 96,800.00 99,704.00 109,384.00 125,840.00

49 Pasang dinding porselin 11 x 11 cm, warna M2 96,800.00 99,704.00 109,384.00 125,840.00

50 Pasang dinding porselin 15 x 15 cm, putih M2 91,900.00 94,657.00 103,847.00 119,470.00




54 Pasang Dinding Keramik artistik 10 x 20 cm M2 93,700.00 96,511.00 105,881.00 121,810.00

55 Pasang Dinding Keramik artistik 5 x 20 cm M2 91,900.00 94,657.00 103,847.00 119,470.00

56 Pasang Dinding Keramik 10 x 20 cm M2 93,700.00 96,511.00 105,881.00 121,810.00




60 Pasang dinding marmer M2 707,900.00 729,137.00 799,927.00 920,270.00

61 Pasang dinding bata pelapis 7 x 3 x 24 cm M2 811,100.00 835,433.00 916,543.00 1,054,430.00

62 Pasang dinding batu paros M2 337,900.00 348,037.00 381,827.00 439,270.00

63 Pasang dinding batu tempel hitam M2 297,400.00 306,322.00 336,062.00 386,620.00

64 Pasang lantai vinyl karet 30 x 30 cm KL I M2 32,000.00 32,960.00 36,160.00 41,600.00

65 Pasang lantai vinyl karet 30 x 30 cm KL II M2 32,000.00 32,960.00 36,160.00 41,600.00

66 Pasang lantai vinyl asbes 30 x 30 cm M2 32,000.00 32,960.00 36,160.00 41,600.00

67 Pasang lantai vinyl motif kembang 30 x 30 cm M2 32,000.00 32,960.00 36,160.00 41,600.00

68 Pasang wall covering lebar 50 cm M2 67,300.00 69,319.00 76,049.00 87,490.00

69 Pasang Floor Hardener ferrovax M2 201,800.00 207,854.00 228,034.00 262,340.00

70 Pasang Floor Hardener mastercron M2 16,800.00 17,304.00 18,984.00 21,840.00

71 Plint kayu 2 x 10 cm M2 26,300.00 27,089.00 29,719.00 34,190.00 - - -

14. Pekerjaan Pengecetan - - -

1 Mengikis/mengerok permukaan cat tembok lama M2 9,900.00 10,197.00 11,187.00 12,870.00

2 Mencuci Bidang Permukaan Tembok Yang Pernah Di Cat M2 10,300.00 10,609.00 11,639.00 13,390.00

3 Mengerok Karat Cat Lama Permukaan Baja Dengan Cara Manual M2 10,300.00 10,609.00 11,639.00 13,390.00

4 Pengecatan Bidang Kayu Lama M2 30,000.00 30,900.00 33,900.00 39,000.00

5 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), M2 41,300.00 42,539.00 46,669.00 53,690.00

1 Lapis Cat Dasar, 2 Lapis Cat Penutup - - -

6 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), M2 21,700.00 22,351.00 24,521.00 28,210.00

1 Lapis Cat Dasar, 3 Lapis Cat Penutup - - -

7 Pelaburan Bidang Kayu Dengan Teak Oil M2 14,700.00 15,141.00 16,611.00 19,110.00

8 Pelaburan Bidang Kayu Dengan Politur M2 62,300.00 64,169.00 70,399.00 80,990.00

9 Pelaburan Bidang Kayu Dengan Cat Residu Dan Ter M2 31,900.00 32,857.00 36,047.00 41,470.00

10 Pelaburan Bidang Kayu Dengan Vernis M2 24,300.00 25,029.00 27,459.00 31,590.00

11 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penu M2 5,000.00 5,150.00 5,650.00 6,500.00

12 Pengecatan Tembok Lama (1 Lapis Cat Dasar, 2 Lapis Cat Penutup) M2 10,000.00 10,300.00 11,300.00 13,000.00

13 Melabur tembok dengan kalkarium M2 5,000.00 5,150.00 5,650.00 6,500.00

14 Melabur tembok dengan kapur sirih M2 10,000.00 10,300.00 11,300.00 13,000.00

15 Melabur tembok dengan kapur sirih (untuk pemeliharaan) M2 3,000.00 3,090.00 3,390.00 3,900.00

16 Pemasangan wallpaper M2 14,900.00 15,347.00 16,837.00 19,370.00

17 Pengecatan Permukaan Baja dengan meni besi M2 21,000.00 21,630.00 23,730.00 27,300.00

18 Pengecatan Permukaan Baja dengan meni besi dan perancah M2 36,900.00 38,007.00 41,697.00 47,970.00

19 Pengecatan Permukaan Baja Lapis Seng (Galbani) M2 24,500.00 25,235.00 27,685.00 31,850.00

Secara Manual Sistem 4 Lapis Cat Konvensional Dengan Tebal 200 um - - -


Secara Manual Sistem 1 Lapis Cat Mutakhir Dengan Tebal 200 um - - -


Secara Manual Sistem 3 Lapis Cat Konvensional Dengan Tebal 200 um - - -

22 Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Semprot (Airless Sp M2 112,200.00 115,566.00 126,786.00 145,860.00

Dengan Sistem 1 Lapis Mutakhir Dengan Tebal 200 um

Halaman 8

III. ANALISA HARGA SATUAN KEGIATAN DAN PEKERJAAN (HSKP) KABUPATEN KUTAI TIMUR PROPINSI KALIMANTAN TIMUR TAHUN ANGGARAN 2010

1.16 1.3 1.3III.1 PROGRAM KEGIATAN / PEKERJAAN RUMAH DAN GEDUNG

1. PEKERJAAN PERSIAPAN

Jenis Pekerjaan : Pagar Sementara Dari Kayu Tinggi 2 Meter (SNI Edisi Rev.2002)Kuantitas Pekerjaan : M1Produksi Harian / Jam : Harian

No Uraian Satuan IndeksZona I Zona II Zona III Zona IV

Harga Jumlah Harga Jumlah Harga Jumlah Harga JumlahSatuan Harga Satuan Harga Satuan Harga Satuan Harga

I. UPAHPekerja Org 0.400 59,900.00 23,960.00 69,484.00 27,793.60 77,870.00 31,148.00 85,657.00 34,262.80 Tukang Kayu Org 0.200 77,700.00 15,540.00 90,132.00 18,026.40 101,010.00 20,202.00 111,111.00 22,222.20 Kepala Tukang Org 0.020 89,600.00 1,792.00 103,936.00 2,078.72 116,480.00 2,329.60 128,128.00 2,562.56 Mandor Org 0.020 104,000.00 2,080.00 120,640.00 2,412.80 135,200.00 2,704.00 148,720.00 2,974.40

- - - - - - - II. BAHAN - - - - - - -

Dolken Kayu Dia. 8 - 400 cm Btg 1.250 53,800.00 67,250.00 62,408.00 78,010.00 69,940.00 87,425.00 76,934.00 96,167.50 Semen portland Kg 2.500 1,434.00 3,585.00 1,663.44 4,158.60 1,864.20 4,660.50 2,050.62 5,126.55

Pasir Beton 0.005 227,100.00 1,135.50 263,436.00 1,317.18 295,230.00 1,476.15 324,753.00 1,623.77

Koral Beton 0.009 289,200.00 2,602.80 335,472.00 3,019.25 375,960.00 3,383.64 413,556.00 3,722.00

Kayu 5/7,meranti 0.072 1,135,500.00 81,756.00 1,317,180.00 94,836.96 1,476,150.00 106,282.80 1,623,765.00 116,911.08 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46 Residu Ltr 0.400 51,800.00 20,720.00 60,088.00 24,035.20 67,340.00 26,936.00 74,074.00 29,629.60

Jumlah 221,243.30 Jumlah 256,642.23 Jumlah 287,616.29 Jumlah 316,377.92

Jenis Pekerjaan : Pagar Sementara Dari Seng Gelombang Tinggi 2 Meter (SNI Edisi Rev.2002)

Kuantitas PekerjaanProduksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Dolken Kayu Dia. 8 - 400 cm Btg 1.250 53,800.00 67,250.00 62,408.00 78,010.00 69,940.00 87,425.00 76,934.00 96,167.50 Semen portland Kg 2.500 1,434.00 3,585.00 1,663.44 4,158.60 1,864.20 4,660.50 2,050.62 5,126.55

Pasir Beton 0.005 227,100.00 1,135.50 263,436.00 1,317.18 295,230.00 1,476.15 324,753.00 1,623.77

Koral Beton 0.009 289,200.00 2,602.80 335,472.00 3,019.25 375,960.00 3,383.64 413,556.00 3,722.00 Seng Gelombang 3" - 5" Lbr 1.200 274,200.00 329,040.00 318,072.00 381,686.40 356,460.00 427,752.00 392,106.00 470,527.20

Kayu 5/7,meranti 0.072 1,135,500.00 81,756.00 1,317,180.00 94,836.96 1,476,150.00 106,282.80 1,623,765.00 116,911.08 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46 Meni Besi Kg 0.450 43,500.00 19,575.00 50,460.00 22,707.00 56,550.00 25,447.50 62,205.00 27,992.25


Jenis Pekerjaan : Pagar Sementara Dari Kawat Duri Tinggi 1,8 Meter (SNI Edisi Rev.2002)





- - - - - - - II. BAHAN - - - - - - -

Dolken Kayu Dia. 8 - 400 cm Btg 1.000 53,800.00 53,800.00 62,408.00 62,408.00 69,940.00 69,940.00 76,934.00 76,934.00 Semen portland Kg 2.000 1,434.00 2,868.00 1,663.44 3,326.88 1,864.20 3,728.40 2,050.62 4,101.24 Kawat duri Kg 25.000 27,500.00 687,500.00 31,900.00 797,500.00 35,750.00 893,750.00 39,325.00 983,125.00

Pasir Beton 0.005 227,100.00 1,135.50 263,436.00 1,317.18 295,230.00 1,476.15 324,753.00 1,623.77

Koral Beton 0.009 289,200.00 2,602.80 335,472.00 3,019.25 375,960.00 3,383.64 413,556.00 3,722.00 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46

Jumlah 786,110.30 Jumlah 911,887.95 Jumlah 1,021,943.39 Jumlah 1,124,137.73

Jenis Pekerjaan : Pengukuran Dan Pemasangan Bouwplank (SNI Edisi Rev.2002)




I. UPAHPekerja Org 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Kayu Org 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Org 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Org 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kayu 5/7,meranti 0.012 1,135,500.00 13,626.00 1,317,180.00 15,806.16 1,476,150.00 17,713.80 1,623,765.00 19,485.18 Paku Biasa 2" - 5" Kg 0.020 13,700.00 274.00 15,892.00 317.84 17,810.00 356.20 19,591.00 391.82

Kayu papan 3/20 0.007 2,071,500.00 14,500.50 2,402,940.00 16,820.58 2,692,950.00 18,850.65 2,962,245.00 20,735.72


M3

M3

M3

: M1

M3

M3

M3

: M1

M3

M3

: M2

M3

M3

Halaman 9


Jenis Pekerjaan : Pembuatan Kantor Sementara Dgn. Lantai Plesteran (SNI Edisi Rev.2002)




I. UPAHPekerja Org 2.000 59,900.00 119,800.00 69,484.00 138,968.00 77,870.00 155,740.00 85,657.00 171,314.00 Tukang Kayu Org 2.000 77,700.00 155,400.00 90,132.00 180,264.00 101,010.00 202,020.00 111,111.00 222,222.00 Tukang Batu Org 1.000 77,700.00 77,700.00 90,132.00 90,132.00 101,010.00 101,010.00 111,111.00 111,111.00 Kepala Tukang Org 0.300 89,600.00 26,880.00 103,936.00 31,180.80 116,480.00 34,944.00 128,128.00 38,438.40 Mandor Org 0.050 104,000.00 5,200.00 120,640.00 6,032.00 135,200.00 6,760.00 148,720.00 7,436.00

- - - - - - - II. BAHAN - - - - - - -

Dolken Kayu Dia. 8 - 400 cm Btg 1.250 53,800.00 67,250.00 62,408.00 78,010.00 69,940.00 87,425.00 76,934.00 96,167.50

Kayu meranti 0.180 1,135,500.00 204,390.00 1,317,180.00 237,092.40 1,476,150.00 265,707.00 1,623,765.00 292,277.70 Paku Biasa Kg 0.850 13,700.00 11,645.00 15,892.00 13,508.20 17,810.00 15,138.50 19,591.00 16,652.35 Besi Strip Kg 1.100 26,300.00 28,930.00 30,508.00 33,558.80 34,190.00 37,609.00 37,609.00 41,369.90 Semen portland Kg 35.000 1,434.00 50,190.00 1,663.44 58,220.40 1,864.20 65,247.00 2,050.62 71,771.70

Pasir Pasang 0.150 131,500.00 19,725.00 152,540.00 22,881.00 170,950.00 25,642.50 188,045.00 28,206.75

Pasir Beton 0.100 227,100.00 22,710.00 263,436.00 26,343.60 295,230.00 29,523.00 324,753.00 32,475.30

Koral Beton 0.150 289,200.00 43,380.00 335,472.00 50,320.80 375,960.00 56,394.00 413,556.00 62,033.40 Bata merah Bh 30.000 1,500.00 45,000.00 1,740.00 52,200.00 1,950.00 58,500.00 2,145.00 64,350.00

Seng plat bjls 20 0.250 48,300.00 12,075.00 56,028.00 14,007.00 62,790.00 15,697.50 69,069.00 17,267.25 Jendela Nako Bh 2.000 179,400.00 358,800.00 208,104.00 416,208.00 233,220.00 466,440.00 256,542.00 513,084.00

Kaca Polos 0.080 107,700.00 8,616.00 124,932.00 9,994.56 140,010.00 11,200.80 154,011.00 12,320.88 Kunci Tanam Bh 0.150 364,600.00 54,690.00 422,936.00 63,440.40 473,980.00 71,097.00 521,378.00 78,206.70 Plywood 4 mm Lbr 0.060 82,500.00 4,950.00 95,700.00 5,742.00 107,250.00 6,435.00 117,975.00 7,078.50

Jumlah 1,317,331.00 Jumlah 1,528,103.96 Jumlah 1,712,530.30 Jumlah 1,883,783.33

Jenis Pekerjaan : Pembuatan Gudang Semen Dan Alat-Alat (SNI Edisi Rev.2002)





- - - - - - - II. BAHAN - - - - - - -


Kayu meranti 0.210 1,135,500.00 238,455.00 1,317,180.00 276,607.80 1,476,150.00 309,991.50 1,623,765.00 340,990.65 Paku Biasa Kg 0.300 13,700.00 4,110.00 15,892.00 4,767.60 17,810.00 5,343.00 19,591.00 5,877.30 Semen portland Kg 10.500 1,434.00 15,057.00 1,663.44 17,466.12 1,864.20 19,574.10 2,050.62 21,531.51

Pasir Pasang 0.030 131,500.00 3,945.00 152,540.00 4,576.20 170,950.00 5,128.50 188,045.00 5,641.35

Koral Beton 0.050 289,200.00 14,460.00 335,472.00 16,773.60 375,960.00 18,798.00 413,556.00 20,677.80 Seng Gelombang BJLS 32 Lbr 1.500 - - - - - - -


Jenis Pekerjaan : Pembuatan Rumah Jaga/Konstruksi Kayu (SNI Edisi Rev.2002)





- - - - - - - II. BAHAN - - - - - - -


Kayu meranti 0.276 1,135,500.00 313,398.00 1,317,180.00 363,541.68 1,476,150.00 407,417.40 1,623,765.00 448,159.14 Paku Biasa Kg 0.700 13,700.00 9,590.00 15,892.00 11,124.40 17,810.00 12,467.00 19,591.00 13,713.70 Seng Gelombang BJLS 30 Lbr 1.500 91,400.00 137,100.00 106,024.00 159,036.00 118,820.00 178,230.00 130,702.00 196,053.00


Jenis Pekerjaan : Membersihkan Lapangan Dan Perataan (SNI Edisi Rev.2002)




I. UPAHPekerja Org 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Mandor Org 0.050 104,000.00 5,200.00 120,640.00 6,032.00 135,200.00 6,760.00 148,720.00 7,436.00

II. BAHAN


: M2

M3

M3

M3

M3

M3

M2

: M2

M3

M3

M3

: M2

M3

: M2

Halaman 10


Jenis Pekerjaan : Pembuatan Bedeng Buruh (SNI Edisi Rev.2002)





- - - - - - - II. BAHAN - - - - - - -


Kayu meranti 0.186 1,135,500.00 211,203.00 1,317,180.00 244,995.48 1,476,150.00 274,563.90 1,623,765.00 302,020.29 Paku Biasa Kg 0.300 13,700.00 4,110.00 15,892.00 4,767.60 17,810.00 5,343.00 19,591.00 5,877.30 Semen portland Kg 18.000 1,434.00 25,812.00 1,663.44 29,941.92 1,864.20 33,555.60 2,050.62 36,911.16

Pasir Beton 0.030 227,100.00 6,813.00 263,436.00 7,903.08 295,230.00 8,856.90 324,753.00 9,742.59

Koral Beton 0.050 289,200.00 14,460.00 335,472.00 16,773.60 375,960.00 18,798.00 413,556.00 20,677.80 Seng Gelombang BJLS 32 Lbr 1.500 91,400.00 137,100.00 106,024.00 159,036.00 118,820.00 178,230.00 130,702.00 196,053.00 Plywood 4 mm Lbr 1.350 82,500.00 111,375.00 95,700.00 129,195.00 107,250.00 144,787.50 117,975.00 159,266.25


Jenis Pekerjaan : Pembuatan Bak Adukan Ukuran (40 x 50 x 20) cm (SNI Edisi Rev.2002)




I. UPAHTukang Kayu Org 0.300 77,700.00 23,310.00 90,132.00 27,039.60 101,010.00 30,303.00 111,111.00 33,333.30 Mandor Org 0.002 104,000.00 156.00 120,640.00 180.96 135,200.00 202.80 148,720.00 223.08

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang/meranti 0.036 1,314,600.00 47,325.60 1,524,936.00 54,897.70 1,708,980.00 61,523.28 1,879,878.00 67,675.61 Paku biasa Kg 0.080 13,700.00 1,096.00 15,892.00 1,271.36 17,810.00 1,424.80 19,591.00 1,567.28 Kaso 5/7,meranti Btg 1.000 7,000.00 7,000.00 8,120.00 8,120.00 9,100.00 9,100.00 10,010.00 10,010.00


Jenis Pekerjaan : Pembuatan Stegger dari Bambu, Ukuran (40 x 50 x 20) cm (SNI Edisi Rev.2002)




I. UPAHPekerja Org 0.250 59,900.00 14,975.00 69,484.00 17,371.00 77,870.00 19,467.50 85,657.00 21,414.25 Tukang Kayu Org 0.017 77,700.00 1,320.90 90,132.00 1,532.24 101,010.00 1,717.17 111,111.00 1,888.89 Kepala Tukang Org 0.002 89,600.00 179.20 103,936.00 207.87 116,480.00 232.96 128,128.00 256.26 Mandor Org 0.013 104,000.00 1,352.00 120,640.00 1,568.32 135,200.00 1,757.60 148,720.00 1,933.36

- - - - - - - II. BAHAN - - - - - - -

Bambu dia. 6 - 8/600 cm Btg 1.000 - - - - - - - Tali ijuk Kg 0.250 24,100.00 6,025.00 27,956.00 6,989.00 31,330.00 7,832.50 34,463.00 8,615.75


Jenis Pekerjaan : Pembuatan Jalan Sementara (SNI Edisi Rev.2002)





- - - - - - - II. BAHAN - - - - - - -

Batu Belah 15/20 0.150 353,800.00 53,070.00 410,408.00 61,561.20 459,940.00 68,991.00 505,934.00 75,890.10

Batu Pecah 5/7 0.090 353,800.00 31,842.00 410,408.00 36,936.72 459,940.00 41,394.60 505,934.00 45,534.06

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45


Jenis Pekerjaan : Bongkaran Beton Bertulang (SNI Edisi Rev.2002)





II. BAHAN


: M2

M3

M3

M3

: M2

M3

: M2

: M2

M3

M3

M3

: M2

Halaman 11


Jenis Pekerjaan : Bongkaran Dinding Tembok Bata merah (SNI Edisi Rev.2002)





II. BAHAN


2. PEKERJAAN TANAH

Jenis Pekerjaan : Galian Tanah Biasa Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN






II. BAHAN






II. BAHAN


Jenis Pekerjaan : Galian Tanah Keras Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Galian Tanah Cadas Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Galian Tanah Lumpur Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


: M2

Halaman 12


Jenis Pekerjaan : Pekerjaan Striping Setinggi 1 meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Org 0.050 59,900.00 2,995.00 69,484.00 3,474.20 77,870.00 3,893.50 85,657.00 4,282.85 Mandor Org 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

II. BAHANJumlah 3,515.00 Jumlah 4,077.40 Jumlah 4,569.50 Jumlah 5,026.45

Jenis Pekerjaan : Pembuangan Tanah Sejauh 150 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Urugan Tanah Biasa Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Org 0.250 59,900.00 14,975.00 69,484.00 17,371.00 77,870.00 19,467.50 85,657.00 21,414.25 Mandor Org 0.008 104,000.00 866.67 120,640.00 1,005.33 135,200.00 1,126.67 148,720.00 1,239.33

II. BAHAN






II. BAHAN






II. BAHAN


Jenis Pekerjaan : Urugan Tanah Keras Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Urugan Tanah Cadas Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Halaman 13


Jenis Pekerjaan : Urugan Tanah Lumpur Sedalam 1 Meter (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Pemadatan Tanah (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




II. BAHAN


Jenis Pekerjaan : Urugan Pasir (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Urug 1.200 101,600.00 121,920.00 117,856.00 141,427.20 132,080.00 158,496.00 145,288.00 174,345.60


Jenis Pekerjaan : Lapisan Pudel Campuran 1 Kp : 3 Ps : 7 TL (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Org 0.800 59,900.00 47,920.00 69,484.00 55,587.20 77,870.00 62,296.00 85,657.00 68,525.60 Tukang batu Org 0.400 77,700.00 31,080.00 90,132.00 36,052.80 101,010.00 40,404.00 111,111.00 44,444.40 Kepala Tukang Org 0.040 89,600.00 3,584.00 103,936.00 4,157.44 116,480.00 4,659.20 128,128.00 5,125.12 Mandor Org 0.080 104,000.00 8,320.00 120,640.00 9,651.20 135,200.00 10,816.00 148,720.00 11,897.60

- - - - - - - II. BAHAN - - - - - - -

0.400 131,500.00 52,600.00 152,540.00 61,016.00 170,950.00 68,380.00 188,045.00 75,218.00

Kapur padam 0.135 298,900.00 40,351.50 346,724.00 46,807.74 388,570.00 52,456.95 427,427.00 57,702.65

Tanah liat 0.948 - - - - - - -


Jenis Pekerjaan : Lapisan Pudel Campuran 1 Kp : 5 TL (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Org 0.800 59,900.00 47,920.00 69,484.00 55,587.20 77,870.00 62,296.00 85,657.00 68,525.60 Tukang batu Org 0.400 77,700.00 31,080.00 90,132.00 36,052.80 101,010.00 40,404.00 111,111.00 44,444.40 Kepala Tukang Org 0.040 89,600.00 3,584.00 103,936.00 4,157.44 116,480.00 4,659.20 128,128.00 5,125.12 Mandor Org 0.080 104,000.00 8,320.00 120,640.00 9,651.20 135,200.00 10,816.00 148,720.00 11,897.60

- - - - - - - II. BAHAN - - - - - - -

Kapur padam 0.248 298,900.00 74,127.20 346,724.00 85,987.55 388,570.00 96,365.36 427,427.00 106,001.90

Tanah liat 1.240 - - - - - - -


Jenis Pekerjaan : Pemasangan Lapisan Ijuk Tebal 1 cm (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ijuk Kg 6.000 24,100.00 144,600.00 27,956.00 167,736.00 31,330.00 187,980.00 34,463.00 206,778.00


M3

Pasir Pasang ( Agregat Halus ukuran M3

M3

M3

M3

M3

Halaman 14


Jenis Pekerjaan : Urugan Sirtu (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Sirtu 1.200 251,000.00 301,200.00 291,160.00 349,392.00 326,300.00 391,560.00 358,930.00 430,716.00 -


Jenis Pekerjaan : Pembuatan Jalan Sementara, Tebal 25 cm (SNI.Edisi Rev.2002)Kuantitas Pekerjaan : M2Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Batu Belah 0.275 353,800.00 97,295.00 410,408.00 112,862.20 459,940.00 126,483.50 505,934.00 139,131.85

Kerikil 0.030 289,200.00 8,676.00 335,472.00 10,064.16 375,960.00 11,278.80 413,556.00 12,406.68

Pasir Pasang 0.050 131,500.00 6,575.00 152,540.00 7,627.00 170,950.00 8,547.50 188,045.00 9,402.25


PEKERJAAN PONDASI

Jenis Pekerjaan : Pasang pondasi batu kali, 1Pc : 1 Ps (SNI.Edisi Rev.2002)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 1.500 59,900.00 89,850.00 69,484.00 104,226.00 77,870.00 116,805.00 85,657.00 128,485.50 Tukang batu Oh 0.600 77,700.00 46,620.00 90,132.00 54,079.20 101,010.00 60,606.00 111,111.00 66,666.60 Kepala tukang Oh 0.060 89,600.00 5,376.00 103,936.00 6,236.16 116,480.00 6,988.80 128,128.00 7,687.68 Mandor Oh 0.075 104,000.00 7,800.00 120,640.00 9,048.00 135,200.00 10,140.00 148,720.00 11,154.00

- - II. BAHAN - -

Batu belah 15/20 cm 1.100 353,800.00 389,180.00 410,408.00 451,448.80 459,940.00 505,934.00 505,934.00 556,527.40 Semen portland Kg 392.000 1,434.00 562,128.00 1,663.44 652,068.48 1,864.20 730,766.40 2,050.62 803,843.04

Pasir pasang 0.314 131,500.00 41,291.00 152,540.00 47,897.56 170,950.00 53,678.30 188,045.00 59,046.13


Jenis Pekerjaan : Pasang Pondasi Batu Kali, 1Pc : 2 Ps (SNI.Edisi Rev.2002)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Org 1.500 59,900.00 89,850.00 69,484.00 104,226.00 77,870.00 116,805.00 85,657.00 128,485.50 Tukang batu Org 0.600 77,700.00 46,620.00 90,132.00 54,079.20 101,010.00 60,606.00 111,111.00 66,666.60 Kepala tukang Org 0.060 89,600.00 5,376.00 103,936.00 6,236.16 116,480.00 6,988.80 128,128.00 7,687.68 Mandor Org 0.075 104,000.00 7,800.00 120,640.00 9,048.00 135,200.00 10,140.00 148,720.00 11,154.00

- - - - - - - II. BAHAN - - - - - - -


Pasir pasang 0.427 131,500.00 56,150.50 152,540.00 65,134.58 170,950.00 72,995.65 188,045.00 80,295.22

Jumlah 977,854.50 Jumlah 1,134,311.22 Jumlah 1,271,210.85 Jumlah 1,398,331.94

Jenis Pekerjaan : Pasang Pondasi Batu Kali, 1Pc : 2,5 Ps (SNI.Edisi Rev.2002)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - II. BAHAN - -


Pasir pasang 0.314 131,500.00 41,291.00 152,540.00 47,897.56 170,950.00 53,678.30 188,045.00 59,046.13


M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Halaman 15


Jenis Pekerjaan : Pasang Pondasi Batu Kali, 1Pc : 3 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - II. BAHAN - -


Pasir pasang 0.485 131,500.00 63,777.50 152,540.00 73,981.90 170,950.00 82,910.75 188,045.00 91,201.83






- - - - - - - II. BAHAN - - - - - - -


Pasir pasang 0.520 131,500.00 68,380.00 152,540.00 79,320.80 170,950.00 88,894.00 188,045.00 97,783.40






- - - - - - - II. BAHAN - - - - - - -


Pasir pasang 0.544 131,500.00 71,536.00 152,540.00 82,981.76 170,950.00 92,996.80 188,045.00 102,296.48






- - - - - - - II. BAHAN - - - - - - -


Pasir pasang 0.561 131,500.00 73,771.50 152,540.00 85,574.94 170,950.00 95,902.95 188,045.00 105,493.25






- - - - - - - II. BAHAN - - - - - - -


Pasir pasang 0.584 131,500.00 76,796.00 152,540.00 89,083.36 170,950.00 99,834.80 188,045.00 109,818.28


M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Halaman 16


Jenis Pekerjaan : Pasang Pondasi Batu Kosong (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.780 59,900.00 46,722.00 69,484.00 54,197.52 77,870.00 60,738.60 85,657.00 66,812.46 Tukang Batu Oh 0.390 77,700.00 30,303.00 90,132.00 35,151.48 101,010.00 39,393.90 111,111.00 43,333.29 Kepala Tukang Oh 0.390 89,600.00 34,944.00 103,936.00 40,535.04 116,480.00 45,427.20 128,128.00 49,969.92 Mandor Oh 0.039 104,000.00 4,056.00 120,640.00 4,704.96 135,200.00 5,272.80 148,720.00 5,800.08

- - - - - - - II. BAHAN - - - - - - -

Batu belah 15/20 cm 1.200 353,800.00 424,560.00 410,408.00 492,489.60 459,940.00 551,928.00 505,934.00 607,120.80

Pasir Urug 0.432 101,600.00 43,891.20 117,856.00 50,913.79 132,080.00 57,058.56 145,288.00 62,764.42 - - - - - - -


Jenis Pekerjaan : Pasang pondasi siklop 40% batu kali (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Besi beton Kg 126.000 24,800.00 3,124,800.00 28,768.00 3,624,768.00 32,240.00 4,062,240.00 35,464.00 4,468,464.00 Semen portland Kg 194.000 1,434.00 278,196.00 1,663.44 322,707.36 1,864.20 361,654.80 2,050.62 397,820.28

Pasir beton 0.312 227,100.00 70,855.20 263,436.00 82,192.03 295,230.00 92,111.76 324,753.00 101,322.94

Koral beton 0.468 289,200.00 135,345.60 335,472.00 157,000.90 375,960.00 175,949.28 413,556.00 193,544.21 Kawat beton Kg 1.800 27,600.00 49,680.00 32,016.00 57,628.80 35,880.00 64,584.00 39,468.00 71,042.40


Jenis Pekerjaan : Pasang pondasi sumuran dia. 100 cm (SNI.Rev.2007)Kuantitas Pekerjaan : M3Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir beton 0.312 227,100.00 70,855.20 263,436.00 82,192.03 295,230.00 92,111.76 324,753.00 101,322.94

Koral beton 0.468 289,200.00 135,345.60 335,472.00 157,000.90 375,960.00 175,949.28 413,556.00 193,544.21


4. PEKERJAAN PASANGAN DINDING

Jenis Pekerjaan : Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 1 Ps (SNI.Rev.2002)Kuantitas Pekerjaan : M2Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bata Merah 5 x 11 x 22 cm Bh 140.000 1,500.00 210,000.00 1,740.00 243,600.00 1,950.00 273,000.00 2,145.00 300,300.00 Semen Portland Kg 64.030 1,434.00 91,819.02 1,663.44 106,510.06 1,864.20 119,364.73 2,050.62 131,301.20

Pasir Pasang 0.059 131,500.00 7,758.50 152,540.00 8,999.86 170,950.00 10,086.05 188,045.00 11,094.66






- - - - - - - II. BAHAN - - - - - - -

Bata Merah 5 x 11 x 22 cm Bh 140.000 1,500.00 210,000.00 1,740.00 243,600.00 1,950.00 273,000.00 2,145.00 300,300.00 Semen Portland Kg 43.500 1,434.00 62,379.00 1,663.44 72,359.64 1,864.20 81,092.70 2,050.62 89,201.97

Pasir Pasang 0.080 131,500.00 10,520.00 152,540.00 12,203.20 170,950.00 13,676.00 188,045.00 15,043.60


M3

M3

M3

M3

M3

M3

M3

M3

M3

Halaman 17






- - - - - - - II. BAHAN - - - - - - -

Bata Merah 5 x 11 x 22 cm Bh 140.000 1,500.00 210,000.00 1,740.00 243,600.00 1,950.00 273,000.00 2,145.00 300,300.00 Semen portland Kg 32.950 1,434.00 47,250.30 1,663.44 54,810.35 1,864.20 61,425.39 2,050.62 67,567.93

Pasir Pasang 0.091 131,500.00 11,966.50 152,540.00 13,881.14 170,950.00 15,556.45 188,045.00 17,112.10


Jenis Pekerjaan : Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 4 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.600 59,900.00 35,940.00 69,484.00 41,690.40 77,870.00 46,722.00 85,657.00 51,394.20 Tukang Batu Oh 0.200 77,700.00 15,540.00 90,132.00 18,026.40 101,010.00 20,202.00 111,111.00 22,222.20 Kepala Tukang Oh 0.020 89,600.00 1,792.00 103,936.00 2,078.72 116,480.00 2,329.60 128,128.00 2,562.56 Mandor Oh 0.030 104,000.00 3,120.00 120,640.00 3,619.20 135,200.00 4,056.00 148,720.00 4,461.60

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.093 131,500.00 12,229.50 152,540.00 14,186.22 170,950.00 15,898.35 188,045.00 17,488.19 -






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.102 131,500.00 13,413.00 152,540.00 15,559.08 170,950.00 17,436.90 188,045.00 19,180.59


Jenis Pekerjaan : Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 6 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.122 131,500.00 16,043.00 152,540.00 18,609.88 170,950.00 20,855.90 188,045.00 22,941.49


Jenis Pekerjaan : Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.320 59,900.00 19,168.00 69,484.00 22,234.88 77,870.00 24,918.40 85,657.00 27,410.24 Tukang Batu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.015 104,000.00 1,560.00 120,640.00 1,809.60 135,200.00 2,028.00 148,720.00 2,230.80

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.023 131,500.00 3,024.50 152,540.00 3,508.42 170,950.00 3,931.85 188,045.00 4,325.04


M3

M3

M3

M3

M3

Halaman 18





I. UPAHPekerja Oh 3.000 59,900.00 179,700.00 69,484.00 208,452.00 77,870.00 233,610.00 85,657.00 256,971.00 Tukang Batu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.015 104,000.00 1,560.00 120,640.00 1,809.60 135,200.00 2,028.00 148,720.00 2,230.80

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.038 131,500.00 4,997.00 152,540.00 5,796.52 170,950.00 6,496.10 188,045.00 7,145.71






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.040 131,500.00 5,260.00 152,540.00 6,101.60 170,950.00 6,838.00 188,045.00 7,521.80






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.043 131,500.00 5,654.50 152,540.00 6,559.22 170,950.00 7,350.85 188,045.00 8,085.94






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.043 131,500.00 5,654.50 152,540.00 6,559.22 170,950.00 7,350.85 188,045.00 8,085.94






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.490 131,500.00 64,435.00 152,540.00 74,744.60 170,950.00 83,765.50 188,045.00 92,142.05


M3

M3

M3

M3

M3

Halaman 19






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.050 131,500.00 6,575.00 152,540.00 7,627.00 170,950.00 8,547.50 188,045.00 9,402.25


Jenis Pekerjaan : Pasangan Dinding Hollowblock (HB.20). 1 Pc : 3 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Hollow Block (HB.20) Bh 12.500 4,100.00 51,250.00 4,756.00 59,450.00 5,330.00 66,625.00 5,863.00 73,287.50 Semen portland Kg 30.320 1,434.00 43,478.88 1,663.44 50,435.50 1,864.20 56,522.54 2,050.62 62,174.80

Pasir Pasang 0.728 131,500.00 95,732.00 152,540.00 111,049.12 170,950.00 124,451.60 188,045.00 136,896.76 Besi Beton Polos Kg 0.280 24,800.00 6,944.00 28,768.00 8,055.04 32,240.00 9,027.20 35,464.00 9,929.92


Jenis Pekerjaan : Pasangan Dinding Hollowblock (HB 15), 1 Pc : 3 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.280 131,500.00 36,820.00 152,540.00 42,711.20 170,950.00 47,866.00 188,045.00 52,652.60 Besi beton polos Kg 0.280 24,800.00 6,944.00 28,768.00 8,055.04 32,240.00 9,027.20 35,464.00 9,929.92


Jenis Pekerjaan : Pasangan Dinding Hollowblock (HB 10), 1 Pc : 3 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




M3

M3

M3

M3

Halaman 20


Jenis Pekerjaan : Pasangan Dinding conblock (CB 20), 1 Pc : 3 Ps (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.370 59,900.00 22,163.00 69,484.00 25,709.08 77,870.00 28,811.90 85,657.00 31,693.09 Tukang Batu Oh 0.157 77,700.00 12,198.90 90,132.00 14,150.72 101,010.00 15,858.57 111,111.00 17,444.43 Tukang besi Oh 0.007 77,700.00 543.90 90,132.00 630.92 101,010.00 707.07 111,111.00 777.78 Kepala Tukang Oh 0.016 89,600.00 1,469.44 103,936.00 1,704.55 116,480.00 1,910.27 128,128.00 2,101.30 Mandor Oh 0.019 104,000.00 1,924.00 120,640.00 2,231.84 135,200.00 2,501.20 148,720.00 2,751.32

- - - - - - - II. BAHAN - - - - - - -

Concrete block (CB. 20) Bh 12.500 4,500.00 56,250.00 5,220.00 65,250.00 5,850.00 73,125.00 6,435.00 80,437.50 Semen portland Kg 14.050 1,434.00 20,147.70 1,663.44 23,371.33 1,864.20 26,192.01 2,050.62 28,811.21


Pasir Beton 0.004 227,100.00 908.40 263,436.00 1,053.74 295,230.00 1,180.92 324,753.00 1,299.01 Paku biasa 2" - 5" Kg 0.006 13,700.00 82.20 15,892.00 95.35 17,810.00 106.86 19,591.00 117.55

Kayu terentang,meranti 0.001 - - - - - - - Kawat beton Kg 0.030 27,600.00 828.00 32,016.00 960.48 35,880.00 1,076.40 39,468.00 1,184.04

Koral beton 0.005 289,200.00 1,446.00 335,472.00 1,677.36 375,960.00 1,879.80 413,556.00 2,067.78 -





I. UPAHPekerja Oh 0.340 59,900.00 20,366.00 69,484.00 23,624.56 77,870.00 26,475.80 85,657.00 29,123.38 Tukang Batu Oh 0.130 77,700.00 10,101.00 90,132.00 11,717.16 101,010.00 13,131.30 111,111.00 14,444.43 Tukang besi Oh 0.007 77,700.00 543.90 90,132.00 630.92 101,010.00 707.07 111,111.00 777.78 Kepala Tukang Oh 0.014 89,600.00 1,227.52 103,936.00 1,423.92 116,480.00 1,595.78 128,128.00 1,755.35 Mandor 0.017 104,000.00 1,768.00 120,640.00 2,050.88 135,200.00 2,298.40 148,720.00 2,528.24

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.003 131,500.00 394.50 152,540.00 457.62 170,950.00 512.85 188,045.00 564.14 Besi beton polos Kg 0.870 24,800.00 21,576.00 28,768.00 25,028.16 32,240.00 28,048.80 35,464.00 30,853.68

Pasir Beton 0.003 227,100.00 681.30 263,436.00 790.31 295,230.00 885.69 324,753.00 974.26 Paku biasa 2" - 5" Kg 0.004 13,700.00 54.80 15,892.00 63.57 17,810.00 71.24 19,591.00 78.36

Kayu terentang,meranti 0.001 1,962,500.00 1,962.50 2,276,500.00 2,276.50 2,551,250.00 2,551.25 2,806,375.00 2,806.38 Kawat beton Kg 0.030 27,600.00 828.00 32,016.00 960.48 35,880.00 1,076.40 39,468.00 1,184.04

Koral beton 0.005 289,200.00 1,446.00 335,472.00 1,677.36 375,960.00 1,879.80 413,556.00 2,067.78





I. UPAHPekerja Oh 0.340 59,900.00 20,366.00 69,484.00 23,624.56 77,870.00 26,475.80 85,657.00 29,123.38 Tukang Batu Oh 0.107 77,700.00 8,313.90 90,132.00 9,644.12 101,010.00 10,808.07 111,111.00 11,888.88 Tukang besi Oh 0.007 77,700.00 543.90 90,132.00 630.92 101,010.00 707.07 111,111.00 777.78 Kepala Tukang Oh 0.114 89,600.00 10,214.40 103,936.00 11,848.70 116,480.00 13,278.72 128,128.00 14,606.59 Mandor 0.017 104,000.00 1,768.00 120,640.00 2,050.88 135,200.00 2,298.40 148,720.00 2,528.24

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.003 131,500.00 394.50 152,540.00 457.62 170,950.00 512.85 188,045.00 564.14 Besi beton polos Kg 0.870 24,800.00 21,576.00 28,768.00 25,028.16 32,240.00 28,048.80 35,464.00 30,853.68

Pasir Beton 0.002 227,100.00 454.20 263,436.00 526.87 295,230.00 590.46 324,753.00 649.51 Paku biasa 2" - 5" Kg 0.003 13,700.00 41.10 15,892.00 47.68 17,810.00 53.43 19,591.00 58.77

Kayu terentang,meranti 0.001 - - - - - - - Kawat beton Kg 0.015 27,600.00 414.00 32,016.00 480.24 35,880.00 538.20 39,468.00 592.02

Koral beton 0.003 289,200.00 867.60 335,472.00 1,006.42 375,960.00 1,127.88 413,556.00 1,240.67

Jumlah 747,778.40 Jumlah 867,422.94 Jumlah 972,111.92 Jumlah 1,069,323.11

Jenis Pekerjaan : Pasang dinding lantai (SNI.Rev.2002) Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Batu Oh 0.030 77,700.00 2,331.00 90,132.00 2,703.96 101,010.00 3,030.30 111,111.00 3,333.33 Tukang besi Oh 0.030 77,700.00 2,331.00 90,132.00 2,703.96 101,010.00 3,030.30 111,111.00 3,333.33 Kepala Tukang Oh 0.006 89,600.00 537.60 103,936.00 623.62 116,480.00 698.88 128,128.00 768.77 Mandor 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Bondbeam 40 x 20 x 20 cm Bh 2.500 4,600.00 11,500.00 5,336.00 13,340.00 5,980.00 14,950.00 6,578.00 16,445.00 Semen portland Kg 5.100 1,434.00 7,313.40 1,663.44 8,483.54 1,864.20 9,507.42 2,050.62 10,458.16

Pasir beton 0.080 227,100.00 18,168.00 263,436.00 21,074.88 295,230.00 23,618.40 324,753.00 25,980.24 Besi beton polos Kg 1.500 24,800.00 37,200.00 28,768.00 43,152.00 32,240.00 48,360.00 35,464.00 53,196.00

Koral beton 0.150 289,200.00 43,380.00 335,472.00 50,320.80 375,960.00 56,394.00 413,556.00 62,033.40


M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Halaman 21


Jenis Pekerjaan : Pasang dinding roster/terawang (12 x 11 x 24) cm 1Pc :4 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - - - - - - - -

II. BAHAN - - - - - - - Roster/terawang Bh 30.000 29,900.00 897,000.00 34,684.00 1,040,520.00 38,870.00 1,166,100.00 42,757.00 1,282,710.00 Semen portland Kg 14.000 1,434.00 20,076.00 1,663.44 23,288.16 1,864.20 26,098.80 2,050.62 28,708.68

Pasir Pasang 0.032 131,500.00 4,208.00 152,540.00 4,881.28 170,950.00 5,470.40 188,045.00 6,017.44


V. PEKERJAAN PLESTERAN

Jenis Pekerjaan : Plesteran 1 Pc : 1 Ps, Tebal 15 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Semen portland Kg 15.504 1,434.00 22,232.74 1,663.44 25,789.97 1,864.20 28,902.56 2,050.62 31,792.81

Pasir Pasang 0.016 131,500.00 2,104.00 152,540.00 2,440.64 170,950.00 2,735.20 188,045.00 3,008.72






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.020 131,500.00 2,630.00 152,540.00 3,050.80 170,950.00 3,419.00 188,045.00 3,760.90


Jenis Pekerjaan : Plesteran 1 Pc : 3 Ps, Tebal 15 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.023 131,500.00 3,024.50 152,540.00 3,508.42 170,950.00 3,931.85 188,045.00 4,325.04






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.024 131,500.00 3,156.00 152,540.00 3,660.96 170,950.00 4,102.80 188,045.00 4,513.08


M3

M3

M3

M3

M3

Halaman 22






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.026 131,500.00 3,419.00 152,540.00 3,966.04 170,950.00 4,444.70 188,045.00 4,889.17






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.027 131,500.00 3,550.50 152,540.00 4,118.58 170,950.00 4,615.65 188,045.00 5,077.22






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.028 131,500.00 3,682.00 152,540.00 4,271.12 170,950.00 4,786.60 188,045.00 5,265.26






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.027 131,500.00 3,550.50 152,540.00 4,118.58 170,950.00 4,615.65 188,045.00 5,077.22






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.031 131,500.00 4,076.50 152,540.00 4,728.74 170,950.00 5,299.45 188,045.00 5,829.40


M3

M3

M3

M3

M3

Halaman 23






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.032 131,500.00 4,208.00 152,540.00 4,881.28 170,950.00 5,470.40 188,045.00 6,017.44






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.035 131,500.00 4,602.50 152,540.00 5,338.90 170,950.00 5,983.25 188,045.00 6,581.58






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.036 131,500.00 4,734.00 152,540.00 5,491.44 170,950.00 6,154.20 188,045.00 6,769.62






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.013 131,500.00 1,709.50 152,540.00 1,983.02 170,950.00 2,222.35 188,045.00 2,444.59






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.035 131,500.00 4,602.50 152,540.00 5,338.90 170,950.00 5,983.25 188,045.00 6,581.58


M3

M3

M3

M3

M3

Halaman 24






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.038 131,500.00 4,997.00 152,540.00 5,796.52 170,950.00 6,496.10 188,045.00 7,145.71






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.039 131,500.00 5,128.50 152,540.00 5,949.06 170,950.00 6,667.05 188,045.00 7,333.76






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.035 131,500.00 4,602.50 152,540.00 5,338.90 170,950.00 5,983.25 188,045.00 6,581.58






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.039 131,500.00 5,128.50 152,540.00 5,949.06 170,950.00 6,667.05 188,045.00 7,333.76






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.042 131,500.00 5,523.00 152,540.00 6,406.68 170,950.00 7,179.90 188,045.00 7,897.89


M3

M3

M3

M3

M3

Halaman 25






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.042 131,500.00 5,523.00 152,540.00 6,406.68 170,950.00 7,179.90 188,045.00 7,897.89


Jenis Pekerjaan : Berapen 1 Pc : 3 Ps, tebal 30 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Batu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala Tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.021 131,500.00 2,761.50 152,540.00 3,203.34 170,950.00 3,589.95 188,045.00 3,948.95


Jenis Pekerjaan : Berapen 1 Pc : 5 Ps, tebal 15 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Batu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala Tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.026 131,500.00 3,419.00 152,540.00 3,966.04 170,950.00 4,444.70 188,045.00 4,889.17


Jenis Pekerjaan : Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.018 131,500.00 2,367.00 152,540.00 2,745.72 170,950.00 3,077.10 188,045.00 3,384.81


Jenis Pekerjaan : Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.021 131,500.00 2,761.50 152,540.00 3,203.34 170,950.00 3,589.95 188,045.00 3,948.95 - - - - - - -


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Halaman 26


Jenis Pekerjaan : Plesteran Skoning 1 Pc : 2 Ps, Lebar 10 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.057 59,900.00 3,414.30 69,484.00 3,960.59 77,870.00 4,438.59 85,657.00 4,882.45 Tukang Batu Oh 0.038 77,700.00 2,952.60 90,132.00 3,425.02 101,010.00 3,838.38 111,111.00 4,222.22 Kepala Tukang Oh 0.038 89,600.00 3,404.80 103,936.00 3,949.57 116,480.00 4,426.24 128,128.00 4,868.86 Mandor Oh 0.003 104,000.00 312.00 120,640.00 361.92 135,200.00 405.60 148,720.00 446.16

- - - - - - - II. BAHAN - - - - - - -

Semen portland Kg 0.500 1,434.00 717.00 1,663.44 831.72 1,864.20 932.10 2,050.62 1,025.31

Pasir Pasang 0.013 131,500.00 1,709.50 152,540.00 1,983.02 170,950.00 2,222.35 188,045.00 2,444.59 - - - - - - -


Jenis Pekerjaan : Plesteran Granito, 1 Pc warna : 2 Granito, tebal 10 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 15.000 131,500.00 1,972,500.00 152,540.00 2,288,100.00 170,950.00 2,564,250.00 188,045.00 2,820,675.00


Jenis Pekerjaan : Plesteran Teraso, 1 Pc warna : 2 Teraso, tebal 10 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M2Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 15.000 131,500.00 1,972,500.00 152,540.00 2,288,100.00 170,950.00 2,564,250.00 188,045.00 2,820,675.00


Jenis Pekerjaan : Plesteran Ciprat, 1 Pc : 2 Ps (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.006 131,500.00 789.00 152,540.00 915.24 170,950.00 1,025.70 188,045.00 1,128.27


Jenis Pekerjaan : Plesteran Siar adukan 1 Pc : 2Ps (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Batu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala Tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.016 131,500.00 2,104.00 152,540.00 2,440.64 170,950.00 2,735.20 188,045.00 3,008.72


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Halaman 27


VI. PEKERJAAN KAYU

Jenis Pekerjaan : Pasang Kusen Pintu Dan Jendela Kayu Bengkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 6.000 59,900.00 359,400.00 69,484.00 416,904.00 77,870.00 467,220.00 85,657.00 513,942.00 Tukang Kayu Oh 20.000 77,700.00 1,554,000.00 90,132.00 1,802,640.00 101,010.00 2,020,200.00 111,111.00 2,222,220.00 Kepala Tukang Oh 2.000 89,600.00 179,200.00 103,936.00 207,872.00 116,480.00 232,960.00 128,128.00 256,256.00 Mandor Oh 0.300 104,000.00 31,200.00 120,640.00 36,192.00 135,200.00 40,560.00 148,720.00 44,616.00

- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, balok 1.100 1,553,700.00 1,709,070.00 1,802,292.00 1,982,521.20 2,019,810.00 2,221,791.00 2,221,791.00 2,443,970.10 Paku 10 cm Kg 1.250 13,700.00 17,125.00 15,892.00 19,865.00 17,810.00 22,262.50 19,591.00 24,488.75 Lem Kayu Kg 1.000 28,700.00 28,700.00 33,292.00 33,292.00 37,310.00 37,310.00 41,041.00 41,041.00

- - - - - - - Jumlah 3,878,695.00 Jumlah 4,499,286.20 Jumlah 5,042,303.50 Jumlah 5,546,533.85

Jenis Pekerjaan : Pasang Kusen Pintu Dan Jendela Kayu Bengkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 6.000 59,900.00 359,400.00 69,484.00 416,904.00 77,870.00 467,220.00 85,657.00 513,942.00 Tukang Kayu Oh 18.000 77,700.00 1,398,600.00 90,132.00 1,622,376.00 101,010.00 1,818,180.00 111,111.00 1,999,998.00 Kepala Tukang Oh 2.000 89,600.00 179,200.00 103,936.00 207,872.00 116,480.00 232,960.00 128,128.00 256,256.00 Mandor Oh 0.300 104,000.00 31,200.00 120,640.00 36,192.00 135,200.00 40,560.00 148,720.00 44,616.00

- - - - - - - II. BAHAN - - - - - - -

Paku 10 cm Kg 1.250 13,700.00 17,125.00 15,892.00 19,865.00 17,810.00 22,262.50 19,591.00 24,488.75 Lem Kayu Kg 1.000 28,700.00 28,700.00 33,292.00 33,292.00 37,310.00 37,310.00 41,041.00 41,041.00

Kayu bangkirai, balok 1.200 1,553,700.00 1,864,440.00 1,802,292.00 2,162,750.40 2,019,810.00 2,423,772.00 2,221,791.00 2,666,149.20 - - - - - - -


Jenis Pekerjaan : Pasang Kusen Pintu Dan Jendela Kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 6.000 59,900.00 359,400.00 69,484.00 416,904.00 77,870.00 467,220.00 85,657.00 513,942.00 Tukang Kayu Oh 18.000 77,700.00 1,398,600.00 90,132.00 1,622,376.00 101,010.00 1,818,180.00 111,111.00 1,999,998.00 Kepala Tukang Oh 2.000 89,600.00 179,200.00 103,936.00 207,872.00 116,480.00 232,960.00 128,128.00 256,256.00 Mandor Oh 0.300 104,000.00 31,200.00 120,640.00 36,192.00 135,200.00 40,560.00 148,720.00 44,616.00

- - - - - - - II. BAHAN - - - - - - -


Kayu Meranti, balok 1.200 1,135,500.00 1,362,600.00 1,317,180.00 1,580,616.00 1,476,150.00 1,771,380.00 1,623,765.00 1,948,518.00 - - - - - - -


Jenis Pekerjaan : Pasang Kusen Pintu Dan Jendela Damar Laut (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 6.000 59,900.00 359,400.00 69,484.00 416,904.00 77,870.00 467,220.00 85,657.00 513,942.00 Tukang Kayu Oh 18.000 77,700.00 1,398,600.00 90,132.00 1,622,376.00 101,010.00 1,818,180.00 111,111.00 1,999,998.00 Kepala Tukang Oh 2.000 89,600.00 179,200.00 103,936.00 207,872.00 116,480.00 232,960.00 128,128.00 256,256.00 Mandor Oh 0.300 104,000.00 31,200.00 120,640.00 36,192.00 135,200.00 40,560.00 148,720.00 44,616.00

- - - - - - - II. BAHAN - - - - - - -


Kayu Damar Laut, balok 1.200 - - - - - - - - - - - - - -


Jenis Pekerjaan : Pasang Pintu Klam Kayu Bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.350 59,900.00 20,965.00 69,484.00 24,319.40 77,870.00 27,254.50 85,657.00 29,979.95 Tukang Kayu Oh 1.050 77,700.00 81,585.00 90,132.00 94,638.60 101,010.00 106,060.50 111,111.00 116,666.55 Kepala Tukang Oh 0.105 89,600.00 9,408.00 103,936.00 10,913.28 116,480.00 12,230.40 128,128.00 13,453.44 Mandor Oh 0.018 104,000.00 1,872.00 120,640.00 2,171.52 135,200.00 2,433.60 148,720.00 2,676.96

- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, papan 0.040 1,673,200.00 66,928.00 1,940,912.00 77,636.48 2,175,160.00 87,006.40 2,392,676.00 95,707.04 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55

- - - - - - - Jumlah 181,443.00 Jumlah 210,473.88 Jumlah 235,875.90 Jumlah 259,463.49

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Halaman 28


Jenis Pekerjaan : Pasang Pintu Klam Kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Meranti, papan 0.040 1,374,500.00 54,980.00 1,594,420.00 63,776.80 1,786,850.00 71,474.00 1,965,535.00 78,621.40 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55


Jenis Pekerjaan : Pasang Pintu Panel Kayu Bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Lem Kayu Kg 0.500 28,700.00 14,350.00 33,292.00 16,646.00 37,310.00 18,655.00 41,041.00 20,520.50

Kayu bangkirai, papan 0.040 1,673,200.00 66,928.00 1,940,912.00 77,636.48 2,175,160.00 87,006.40 2,392,676.00 95,707.04 - - - - - - -


Jenis Pekerjaan : Pasang Pintu Panel Kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Lem Kayu Kg 0.500 28,700.00 14,350.00 33,292.00 16,646.00 37,310.00 18,655.00 41,041.00 20,520.50

Kayu Meranti , papan 0.040 1,374,500.00 54,980.00 1,594,420.00 63,776.80 1,786,850.00 71,474.00 1,965,535.00 78,621.40 - - - - - - -


Jenis Pekerjaan : Pasang Pintu Panel Kayu Kapur (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Lem Kayu Kg 0.500 28,700.00 14,350.00 33,292.00 16,646.00 37,310.00 18,655.00 41,041.00 20,520.50

Kayu Kapur, papan 0.040 1,314,600.00 52,584.00 1,524,936.00 60,997.44 1,708,980.00 68,359.20 1,879,878.00 75,195.12 - - - - - - -


Jenis Pekerjaan : Pasang pintu dan Jendela kaca Kayu Bangkirai (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



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Halaman 29


Jenis Pekerjaan : Pasang pintu dan Jendela kaca Kayu Kamper (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper, papan 0.035 1,673,200.00 58,562.00 1,940,912.00 67,931.92 2,175,160.00 76,130.60 2,392,676.00 83,743.66 - - - - - - -


Jenis Pekerjaan : Pasang pintu dan Jendela kaca Kayu Meranti (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Meranti , papan 0.035 1,374,500.00 48,107.50 1,594,420.00 55,804.70 1,786,850.00 62,539.75 1,965,535.00 68,793.73 - - - - - - -


Jenis Pekerjaan : Pasang pintu dan jendela Jalusi kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang pintu dan jendela Jalusi kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper, papan 0.064 1,673,200.00 107,084.80 1,940,912.00 124,218.37 2,175,160.00 139,210.24 2,392,676.00 153,131.26 - - - - - - -


Jenis Pekerjaan : Pasang pintu plywood rangkap, rangka kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, papan 0.025 1,673,200.00 41,830.00 1,940,912.00 48,522.80 2,175,160.00 54,379.00 2,392,676.00 59,816.90 Paku Biasa 1/2" - 1" Kg 0.030 600.00 18.00 696.00 20.88 780.00 23.40 858.00 25.74 Lem kayu Kg 0.300 28,700.00 8,610.00 33,292.00 9,987.60 37,310.00 11,193.00 41,041.00 12,312.30 Plywood 4' x 3' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00


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Halaman 30


Jenis Pekerjaan : Pasang pintu plywood rangkap, rangka kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper , papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.030 600.00 18.00 696.00 20.88 780.00 23.40 858.00 25.74 Lem kayu Lt 0.300 28,700.00 8,610.00 33,292.00 9,987.60 37,310.00 11,193.00 41,041.00 12,312.30 Plywood 4' x 3' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00


Jenis Pekerjaan : Pasang Jalusi mati kusen kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, papan 0.060 1,673,200.00 100,392.00 1,940,912.00 116,454.72 2,175,160.00 130,509.60 2,392,676.00 143,560.56 Paku Biasa 1/2" - 1" Kg 0.150 600.00 90.00 696.00 104.40 780.00 117.00 858.00 128.70


Jenis Pekerjaan : Pasang Jalusi mati kusen kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper, papan 0.060 1,673,200.00 100,392.00 1,940,912.00 116,454.72 2,175,160.00 130,509.60 2,392,676.00 143,560.56 Paku Biasa 1/2" - 1" Kg 0.150 600.00 90.00 696.00 104.40 780.00 117.00 858.00 128.70


Jenis Pekerjaan : Pasang pintu plywood rangkap, rangka kayu meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.600 59,900.00 35,940.00 69,484.00 41,690.40 77,870.00 46,722.00 85,657.00 51,394.20 Tukang Kayu Oh 2.000 77,700.00 155,400.00 90,132.00 180,264.00 101,010.00 202,020.00 111,111.00 222,222.00 Kepala Tukang Oh 0.200 89,600.00 17,920.00 103,936.00 20,787.20 116,480.00 23,296.00 128,128.00 25,625.60 Mandor Oh 0.030 104,000.00 3,120.00 120,640.00 3,619.20 135,200.00 4,056.00 148,720.00 4,461.60

- - - - - - - II. BAHAN - - - - - - -

Kayu Meranti, papan 0.020 1,374,500.00 26,940.20 1,594,420.00 31,250.63 1,786,850.00 35,022.26 1,965,535.00 38,524.49 Paku Biasa 1/2" - 1" Kg 0.030 600.00 18.00 696.00 20.88 780.00 23.40 858.00 25.74 Lem kayu Lt 0.300 28,700.00 8,610.00 33,292.00 9,987.60 37,310.00 11,193.00 41,041.00 12,312.30 Plywood 4' x 3' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00


Jenis Pekerjaan : Pasang pintu teakwood rangkap, rangka kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.030 600.00 18.00 696.00 20.88 780.00 23.40 858.00 25.74 Lem kayu Lt 0.300 28,700.00 8,610.00 33,292.00 9,987.60 37,310.00 11,193.00 41,041.00 12,312.30 Teakwood 4' x 8' x 4 mm Lbr 1.000 87,600.00 87,600.00 101,616.00 101,616.00 113,880.00 113,880.00 125,268.00 125,268.00


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Halaman 31


Jenis Pekerjaan : Pasang pintu teakwood rangkap, rangka kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

` Kayu Kamper, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.030 600.00 18.00 696.00 20.88 780.00 23.40 858.00 25.74 Lem kayu Lt 0.300 28,700.00 8,610.00 33,292.00 9,987.60 37,310.00 11,193.00 41,041.00 12,312.30 Teakwood 4' x 8' x 4 mm Lbr 1.000 87,600.00 87,600.00 101,616.00 101,616.00 113,880.00 113,880.00 125,268.00 125,268.00


Jenis Pekerjaan : Pasang pintu plywood & formika, rangka kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.300 600.00 180.00 696.00 208.80 780.00 234.00 858.00 257.40 Lem kayu Lt 0.800 28,700.00 22,960.00 33,292.00 26,633.60 37,310.00 29,848.00 41,041.00 32,832.80 Plywood 4' x 8' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00 Formika Lbr 0.500 86,600.00 43,300.00 100,456.00 50,228.00 112,580.00 56,290.00 123,838.00 61,919.00


Jenis Pekerjaan : Pasang pintu plywood & formika, rangka kayu Kamper (dipernis) (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu kamper, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.300 600.00 180.00 696.00 208.80 780.00 234.00 858.00 257.40 Lem kayu Lt 0.800 28,700.00 22,960.00 33,292.00 26,633.60 37,310.00 29,848.00 41,041.00 32,832.80 Teakwood 4' x 8' x 4 mm Lbr 0.500 87,600.00 43,800.00 101,616.00 50,808.00 113,880.00 56,940.00 125,268.00 62,634.00 Vernis Lt 0.500 32,300.00 16,150.00 37,468.00 18,734.00 41,990.00 20,995.00 46,189.00 23,094.50 Formika 4' x 8' Lbr 0.500 86,600.00 43,300.00 100,456.00 50,228.00 112,580.00 56,290.00 123,838.00 61,919.00


Jenis Pekerjaan : Pasang pintu plywood & formika, rangka kayu Kamper(SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu kamper, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.300 600.00 180.00 696.00 208.80 780.00 234.00 858.00 257.40 Lem kayu Lt 0.800 28,700.00 22,960.00 33,292.00 26,633.60 37,310.00 29,848.00 41,041.00 32,832.80 Plywood 4' x 8' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00 Formika 4' x 3' Lbr 0.500 86,600.00 43,300.00 100,456.00 50,228.00 112,580.00 56,290.00 123,838.00 61,919.00


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Halaman 32


Jenis Pekerjaan : Pasang pintu formika double, rangka kayu Bingkarsi (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.300 600.00 180.00 696.00 208.80 780.00 234.00 858.00 257.40 Lem kayu Lt 1.200 28,700.00 34,440.00 33,292.00 39,950.40 37,310.00 44,772.00 41,041.00 49,249.20 Plywood 4' x 8' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00 Formika 4' x 3' Lbr 1.000 86,600.00 86,600.00 100,456.00 100,456.00 112,580.00 112,580.00 123,838.00 123,838.00


Jenis Pekerjaan : Pasang pintu formika double, rangka kayu kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper, papan 0.020 1,673,200.00 32,794.72 1,940,912.00 38,041.88 2,175,160.00 42,633.14 2,392,676.00 46,896.45 Paku Biasa 1/2" - 1" Kg 0.300 600.00 180.00 696.00 208.80 780.00 234.00 858.00 257.40 Lem kayu Lt 1.200 28,700.00 34,440.00 33,292.00 39,950.40 37,310.00 44,772.00 41,041.00 49,249.20 Plywood 4' x 8' x 4 mm Lbr 1.000 82,500.00 82,500.00 95,700.00 95,700.00 107,250.00 107,250.00 117,975.00 117,975.00 Formika 4' x 3' Lbr 1.000 86,600.00 86,600.00 100,456.00 100,456.00 112,580.00 112,580.00 123,838.00 123,838.00


Jenis Pekerjaan : Pasang Konstruksi Kuda-kuda Kayu Bingkarai(SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 4.000 59,900.00 239,600.00 69,484.00 277,936.00 77,870.00 311,480.00 85,657.00 342,628.00 Tukang Kayu Oh 12.000 77,700.00 932,400.00 90,132.00 1,081,584.00 101,010.00 1,212,120.00 111,111.00 1,333,332.00 Kepala Tukang Oh 1.200 89,600.00 107,520.00 103,936.00 124,723.20 116,480.00 139,776.00 128,128.00 153,753.60 Mandor Oh 0.200 104,000.00 20,800.00 120,640.00 24,128.00 135,200.00 27,040.00 148,720.00 29,744.00

- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai,balok 1.100 1,553,700.00 1,709,070.00 1,802,292.00 1,982,521.20 2,019,810.00 2,221,791.00 2,221,791.00 2,443,970.10 Besi strip Kg 15.000 26,300.00 394,500.00 30,508.00 457,620.00 34,190.00 512,850.00 37,609.00 564,135.00 Paku Biasa 2" - 5" Kg 5.600 13,700.00 76,720.00 15,892.00 88,995.20 17,810.00 99,736.00 19,591.00 109,709.60


Jenis Pekerjaan : Pasang Konstruksi Kuda-kuda Kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 4.000 59,900.00 239,600.00 69,484.00 277,936.00 77,870.00 311,480.00 85,657.00 342,628.00 Tukang Kayu Oh 12.000 77,700.00 932,400.00 90,132.00 1,081,584.00 101,010.00 1,212,120.00 111,111.00 1,333,332.00 Kepala Tukang Oh 1.200 89,600.00 107,520.00 103,936.00 124,723.20 116,480.00 139,776.00 128,128.00 153,753.60 Mandor Oh 0.200 104,000.00 20,800.00 120,640.00 24,128.00 135,200.00 27,040.00 148,720.00 29,744.00

- - - - - - - II. BAHAN - - - - - - -

Kayu kamper,balok 1.100 - - - - - - - Besi strip Kg 15.000 26,300.00 394,500.00 30,508.00 457,620.00 34,190.00 512,850.00 37,609.00 564,135.00 Paku Biasa 2" - 5" Kg 5.600 13,700.00 76,720.00 15,892.00 88,995.20 17,810.00 99,736.00 19,591.00 109,709.60


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Halaman 33


Jenis Pekerjaan : Pasang Konstruksi Kuda-kuda Kayu meranti(SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Meranti,balok 1.100 1,135,500.00 1,249,050.00 1,317,180.00 1,448,898.00 1,476,150.00 1,623,765.00 1,623,765.00 1,786,141.50 Besi strip Kg 15.000 26,300.00 394,500.00 30,508.00 457,620.00 34,190.00 512,850.00 37,609.00 564,135.00 Paku Biasa 2" - 5" Kg 5.600 13,700.00 76,720.00 15,892.00 88,995.20 17,810.00 99,736.00 19,591.00 109,709.60


Jenis Pekerjaan : Pasang Konstruksi Kuda-kuda Kruing (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Ktuing,balok 1.100 - - - - - - - Besi strip Kg 15.000 26,300.00 394,500.00 30,508.00 457,620.00 34,190.00 512,850.00 37,609.00 564,135.00 Paku Biasa 2" - 5" Kg 5.600 13,700.00 76,720.00 15,892.00 88,995.20 17,810.00 99,736.00 19,591.00 109,709.60


Jenis Pekerjaan : Pasang Kaso + Reng Genteng Tanah Kayu meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kayu meranti,balok 0.012 1,135,500.00 13,626.00 1,317,180.00 15,806.16 1,476,150.00 17,713.80 1,623,765.00 19,485.18 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65 Genteng tanah Bh 26.000 - - - - - - -


Jenis Pekerjaan : Pasang Kaso + Reng Genteng Kodok Kayu borneo (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu borneo,balok 0.012 2,453,200.00 29,438.40 2,845,712.00 34,148.54 3,189,160.00 38,269.92 3,508,076.00 42,096.91 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65


Jenis Pekerjaan : Pasang Kaso + Reng Genteng monier kayu bangkirai (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kayu Bingkaray,balok 0.014 1,553,700.00 21,751.80 1,802,292.00 25,232.09 2,019,810.00 28,277.34 2,221,791.00 31,105.07 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65


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Halaman 34


Jenis Pekerjaan : Pasang Kaso + Reng Genteng monier kayu Kamper (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.014 1,962,500.00 27,475.00 2,276,500.00 31,871.00 2,551,250.00 35,717.50 2,806,375.00 39,289.25 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65


Jenis Pekerjaan : Pasang Kaso + Reng Genteng Beton kayu Bingkaray (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai,balok 0.014 1,553,700.00 21,751.80 1,802,292.00 25,232.09 2,019,810.00 28,277.34 2,221,791.00 31,105.07 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65


Jenis Pekerjaan : Pasang Kaso + Reng atap sirap kayu Bangkirai (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.120 59,900.00 7,188.00 69,484.00 8,338.08 77,870.00 9,344.40 85,657.00 10,278.84 Tukang Kayu Oh 0.120 77,700.00 9,324.00 90,132.00 10,815.84 101,010.00 12,121.20 111,111.00 13,333.32 Kepala Tukang Oh 0.012 89,600.00 1,075.20 103,936.00 1,247.23 116,480.00 1,397.76 128,128.00 1,537.54 Mandor Oh 0.006 104,000.00 624.00 120,640.00 723.84 135,200.00 811.20 148,720.00 892.32

- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang Kaso + Reng atap sirap kayu Meranti (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Meranti,balok 0.165 1,135,500.00 187,357.50 1,317,180.00 217,334.70 1,476,150.00 243,564.75 1,623,765.00 267,921.23 Paku Biasa 2" - 5" Kg 0.200 13,700.00 2,740.00 15,892.00 3,178.40 17,810.00 3,562.00 19,591.00 3,918.20


Jenis Pekerjaan : Pasang rangka langit-langit (1.00 x 1.00) m, kayu bangkirai (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



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Halaman 35


Jenis Pekerjaan : Pasang rangka langit-langit (1.00 x 1.00) m, kayu Kamper (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.012 - - - - - - - Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10


Jenis Pekerjaan : Pasang rangka langit-langit (1.00 x 1.00) m, kayu Meranti (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang rangka langit-langit (60 x 60) cm, kayu bangkiraiKuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Bingkaray,balok 0.023 1,553,700.00 35,735.10 1,802,292.00 41,452.72 2,019,810.00 46,455.63 2,221,791.00 51,101.19 Paku Biasa 2" - 5" Kg 0.150 13,700.00 2,055.00 15,892.00 2,383.80 17,810.00 2,671.50 19,591.00 2,938.65


Jenis Pekerjaan : Pasang rangka langit-langit (30 x 60) cm, kayu kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang rangka langit-langit (30 x 60) cm, kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



M3

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Halaman 36


Jenis Pekerjaan : Pasang rangka langit-langit (30 x 30) cm, kayu Bingkarai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Bingkarai,balok 0.027 1,553,700.00 41,949.90 1,802,292.00 48,661.88 2,019,810.00 54,534.87 2,221,791.00 59,988.36 Paku Biasa 2" - 5" Kg 0.200 13,700.00 2,740.00 15,892.00 3,178.40 17,810.00 3,562.00 19,591.00 3,918.20


Jenis Pekerjaan : Pasang rangka langit-langit (30 x 30) cm, kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang rangka langit-langit (30 x 30) cm, kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


- - - - - - - -


Jenis Pekerjaan : Pasang Lisplang ukuran (3 x 20) cm, Kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Bingkarai,balok 0.007 1,553,700.00 11,186.64 1,802,292.00 12,976.50 2,019,810.00 14,542.63 2,221,791.00 15,996.90 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55

- - Jumlah 36,161.64 Jumlah 41,947.50 Jumlah 47,010.13 Jumlah 51,711.15

Jenis Pekerjaan : Pasang Lisplang ukuran (3 x 20) cm, Kayu kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.007 1,962,500.00 14,130.00 2,276,500.00 16,390.80 2,551,250.00 18,369.00 2,806,375.00 20,205.90 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55


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Halaman 37


Jenis Pekerjaan : Pasang Lisplang ukuran (3 x 20) cm, Kayu Bingkarai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Bingkaray,balok 0.011 1,553,700.00 17,090.70 1,802,292.00 19,825.21 2,019,810.00 22,217.91 2,221,791.00 24,439.70 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55


Jenis Pekerjaan : Pasang Lisplang ukuran (3 x 30) cm, Kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.110 59,900.00 6,589.00 69,484.00 7,643.24 77,870.00 8,565.70 85,657.00 9,422.27 Tukang Kayu Oh 0.220 77,700.00 17,094.00 90,132.00 19,829.04 101,010.00 22,222.20 111,111.00 24,444.42 Kepala Tukang Oh 0.022 89,600.00 1,971.20 103,936.00 2,286.59 116,480.00 2,562.56 128,128.00 2,818.82 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.011 1,962,500.00 21,587.50 2,276,500.00 25,041.50 2,551,250.00 28,063.75 2,806,375.00 30,870.13 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55


Jenis Pekerjaan : Pasang Lisplang ukuran 2 x (3 x 30) cm, Kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.015 - - - - - - - Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46


Jenis Pekerjaan : Pasang Lisplang ukuran 2 x (2 x 20) cm, Kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.050 104,000.00 5,200.00 120,640.00 6,032.00 135,200.00 6,760.00 148,720.00 7,436.00

- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.009 1,962,500.00 16,877.50 2,276,500.00 19,577.90 2,551,250.00 21,940.75 2,806,375.00 24,134.83 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46

- - - - - - Jumlah 37,555.50 Jumlah 43,564.38 Jumlah 48,822.15 Jumlah 53,704.37

Jenis Pekerjaan : Pasang Lisplang ukuran 2 x (2 x 20) cm, Kayu Meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.050 104,000.00 5,200.00 120,640.00 6,032.00 135,200.00 6,760.00 148,720.00 7,436.00

- - - - - - - II. BAHAN - - - - - - -

Kayu meranti,papan 0.009 1,374,500.00 12,095.60 1,594,420.00 14,030.90 1,786,850.00 15,724.28 1,965,535.00 17,296.71 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46


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Halaman 38


Jenis Pekerjaan : Pasang rangka dinding pemisah kayu meranti (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu meranti,balok 0.020 1,135,500.00 22,142.25 1,317,180.00 25,685.01 1,476,150.00 28,784.93 1,623,765.00 31,663.42

Kayu meranti,papan 0.007 1,374,500.00 9,621.50 1,594,420.00 11,160.94 1,786,850.00 12,507.95 1,965,535.00 13,758.75 Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10


Jenis Pekerjaan : Pasang rangka dinding pemisah kayu Borneo(SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Borneo,balok 0.020 2,453,200.00 47,837.40 2,845,712.00 55,491.38 3,189,160.00 62,188.62 3,508,076.00 68,407.48

Kayu Borneo,papan 0.007 2,725,800.00 19,080.60 3,161,928.00 22,133.50 3,543,540.00 24,804.78 3,897,894.00 27,285.26 Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10


Jenis Pekerjaan : Pasang dinding pemisah teakwood rangkap, rangka kayu bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai,balok 0.020 1,553,700.00 30,297.15 1,802,292.00 35,144.69 2,019,810.00 39,386.30 2,221,791.00 43,324.92

Kayu bangkirai,papan 0.007 1,673,200.00 11,712.40 1,940,912.00 13,586.38 2,175,160.00 15,226.12 2,392,676.00 16,748.73 Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10 Lem kayu Lt 0.560 28,700.00 16,072.00 33,292.00 18,643.52 37,310.00 20,893.60 41,041.00 22,982.96 Teakwood 4' x 8' x 4 mm Lbr 1.000 87,600.00 87,600.00 101,616.00 101,616.00 113,880.00 113,880.00 125,268.00 125,268.00


Jenis Pekerjaan : Pasang dinding pemisah Plywood rangkap, rangka kayu Kamper (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Kamper,balok 0.020 1,962,500.00 38,268.75 2,276,500.00 44,391.75 2,551,250.00 49,749.38 2,806,375.00 54,724.31

Kayu Kamper,papan 0.007 1,673,200.00 11,712.40 1,940,912.00 13,586.38 2,175,160.00 15,226.12 2,392,676.00 16,748.73 Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10 Lem kayu Lt 0.560 28,700.00 16,072.00 33,292.00 18,643.52 37,310.00 20,893.60 41,041.00 22,982.96 Teakwood 4' x 8' x 4 mm Lbr 1.000 87,600.00 87,600.00 101,616.00 101,616.00 113,880.00 113,880.00 125,268.00 125,268.00


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Halaman 39


Jenis Pekerjaan : Pasang dinding lambriziring dari papan bangkirai (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu bangkirai,balok 0.007 1,553,700.00 10,875.90 1,802,292.00 12,616.04 2,019,810.00 14,138.67 2,221,791.00 15,552.54 Paku Biasa 2" - 5" Kg 0.100 13,700.00 1,370.00 15,892.00 1,589.20 17,810.00 1,781.00 19,591.00 1,959.10 Paku skrup 3,5" Bh 0.150 500.00 75.00 580.00 87.00 650.00 97.50 715.00 107.25


Jenis Pekerjaan : Pasang plywood tebal 4mm, untuk dinding (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.025 59,900.00 1,497.50 69,484.00 1,737.10 77,870.00 1,946.75 85,657.00 2,141.43 Tukang Kayu Oh 0.075 77,700.00 5,827.50 90,132.00 6,759.90 101,010.00 7,575.75 111,111.00 8,333.33 Kepala Tukang Oh 0.008 89,600.00 672.00 103,936.00 779.52 116,480.00 873.60 128,128.00 960.96 Mandor Oh 0.001 104,000.00 135.20 120,640.00 156.83 135,200.00 175.76 148,720.00 193.34

- - - - - - - II. BAHAN - - - - - - -

Plywood 4' x 8' x 4 mm Lbr 0.400 82,500.00 33,000.00 95,700.00 38,280.00 107,250.00 42,900.00 117,975.00 47,190.00 Paku Biasa 1/2" - 1" Kg 0.050 600.00 30.00 696.00 34.80 780.00 39.00 858.00 42.90


Jenis Pekerjaan : Pasang List Plafond Kayu Profil Bangkirai uk. 4 cm x 4 m (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu Profil bangkirai uk. 4 cm M' 1.050 - - - - - - - - - - - - - -


Jenis Pekerjaan : Pasang List Plafond Kayu Profil Bangkirai uk. 4 cm x 4 m (SNI.Rev.2007)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.021 59,900.00 1,257.90 69,484.00 1,459.16 77,870.00 1,635.27 85,657.00 1,798.80 Tukang Kayu Oh 0.021 77,700.00 1,631.70 90,132.00 1,892.77 101,010.00 2,121.21 111,111.00 2,333.33 Kepala Tukang Oh 0.002 89,600.00 179.20 103,936.00 207.87 116,480.00 232.96 128,128.00 256.26 Mandor Oh 0.001 104,000.00 104.00 120,640.00 120.64 135,200.00 135.20 148,720.00 148.72

- - - - - - - II. BAHAN - - - - - - -

Kayu Profil bangkirai uk. 4 cm M' 1.050 31,500.00 33,075.00 36,540.00 38,367.00 40,950.00 42,997.50 45,045.00 47,297.25 - - - - - - -


VII. PEKERJAAN BETON

Jenis Pekerjaan : Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 1.650 59,900.00 98,835.00 69,484.00 114,648.60 77,870.00 128,485.50 85,657.00 141,334.05 Tukang Batu Oh 0.250 77,700.00 19,425.00 90,132.00 22,533.00 101,010.00 25,252.50 111,111.00 27,777.75 Kepala Tukang Oh 0.025 89,600.00 2,240.00 103,936.00 2,598.40 116,480.00 2,912.00 128,128.00 3,203.20 Mandor Oh 0.080 104,000.00 8,320.00 120,640.00 9,651.20 135,200.00 10,816.00 148,720.00 11,897.60

- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.520 227,100.00 118,092.00 263,436.00 136,986.72 295,230.00 153,519.60 324,753.00 168,871.56

Koral Beton 0.870 289,200.00 251,604.00 335,472.00 291,860.64 375,960.00 327,085.20 413,556.00 359,793.72 Semen portland Kg 218.000 1,434.00 312,612.00 1,663.44 362,629.92 1,864.20 406,395.60 2,050.62 447,035.16

- - - - - - - Jumlah 811,128.00 Jumlah 940,908.48 Jumlah 1,054,466.40 Jumlah 1,159,913.04

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Halaman 40






- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.470 227,100.00 106,737.00 263,436.00 123,814.92 295,230.00 138,758.10 324,753.00 152,633.91







- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.570 227,100.00 129,447.00 263,436.00 150,158.52 295,230.00 168,281.10 324,753.00 185,109.21


- - - - - - - Jumlah 757,953.00 Jumlah 879,225.48 Jumlah 985,338.90 Jumlah 1,083,872.79




I. UPAH 1.01 1.02 1.02Pekerja Oh 1.150 59,900.00 68,885.00 69,484.00 79,906.60 77,870.00 89,550.50 85,657.00 98,505.55 Tukang Batu Oh 0.020 77,700.00 1,554.00 90,132.00 1,802.64 101,010.00 2,020.20 111,111.00 2,222.22 Kepala Tukang Oh 0.002 89,600.00 179.20 103,936.00 207.87 116,480.00 232.96 128,128.00 256.26 Mandor Oh 0.006 104,000.00 624.00 120,640.00 723.84 135,200.00 811.20 148,720.00 892.32

- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.026 227,100.00 5,904.60 263,436.00 6,849.34 295,230.00 7,675.98 324,753.00 8,443.58



Jenis Pekerjaan : Membuat Beton Bertulang 1Pc : 2Psr : 3Kr (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.520 227,100.00 118,092.00 263,436.00 136,986.72 295,230.00 153,519.60 324,753.00 168,871.56







- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.450 227,100.00 102,195.00 263,436.00 118,546.20 295,230.00 132,853.50 324,753.00 146,138.85


- - - - - - - Jumlah 892,815.00 Jumlah 1,035,665.40 Jumlah 1,160,659.50 Jumlah 1,276,725.45

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Halaman 41


Jenis Pekerjaan : Membuat Beton Bertulang 1Pc : 2Psr : 2.5Kr (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.560 227,100.00 127,176.00 263,436.00 147,524.16 295,230.00 165,328.80 324,753.00 181,861.68



Jenis Pekerjaan : Membuat Beton Bertulang 1Pc : 1.5Psr : 3Kr (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.420 227,100.00 95,382.00 263,436.00 110,643.12 295,230.00 123,996.60 324,753.00 136,396.26



Jenis Pekerjaan : Membuat Beton Bertulang 1Pc : 1.5Psr : 2.5Kr (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.470 227,100.00 106,737.00 263,436.00 123,814.92 295,230.00 138,758.10 324,753.00 152,633.91







- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.370 227,100.00 84,027.00 263,436.00 97,471.32 295,230.00 109,235.10 324,753.00 120,158.61



Jenis Pekerjaan : Membuat tiang pancang prestressed beton (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.500 227,100.00 113,550.00 263,436.00 131,718.00 295,230.00 147,615.00 324,753.00 162,376.50

Koral Beton 0.800 289,200.00 231,360.00 335,472.00 268,377.60 375,960.00 300,768.00 413,556.00 330,844.80 Semen portland Kg 440.000 1,434.00 630,960.00 1,663.44 731,913.60 1,864.20 820,248.00 2,050.62 902,272.80 Rapidrant Gln 2.460 - - - - - - -


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Halaman 42


Jenis Pekerjaan : Membuat beton dengan puzzdith - 100 XR (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62

Koral Beton 0.810 289,200.00 234,252.00 335,472.00 271,732.32 375,960.00 304,527.60 413,556.00 334,980.36 Semen portland Kg 336.000 1,434.00 481,824.00 1,663.44 558,915.84 1,864.20 626,371.20 2,050.62 689,008.32 Puzzdith - 100 XR Ltr 1.000 154,000.00 154,000.00 178,640.00 178,640.00 200,200.00 200,200.00 220,220.00 220,220.00


Jenis Pekerjaan : Membuat Beton Bertulang 1 Pc : 2 Ps : 3 Splt (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62







- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.470 227,100.00 106,737.00 263,436.00 123,814.92 295,230.00 138,758.10 324,753.00 152,633.91


- - - - - - -


Jenis Pekerjaan : Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3 Splt (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.440 227,100.00 99,924.00 263,436.00 115,911.84 295,230.00 129,901.20 324,753.00 142,891.32



Jenis Pekerjaan : Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5 Splt (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.520 227,100.00 118,092.00 263,436.00 136,986.72 295,230.00 153,519.60 324,753.00 168,871.56

Koral Beton 0.520 289,200.00 150,384.00 335,472.00 174,445.44 375,960.00 195,499.20 413,556.00 215,049.12 Semen portland Kg 615.000 1,434.00 881,910.00 1,663.44 1,023,015.60 1,864.20 1,146,483.00 2,050.62 1,261,131.30


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Halaman 43






- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.520 227,100.00 118,092.00 263,436.00 136,986.72 295,230.00 153,519.60 324,753.00 168,871.56

Koral Beton 0.520 289,200.00 150,384.00 335,472.00 174,445.44 375,960.00 195,499.20 413,556.00 215,049.12 Semen portland Kg 615.000 1,434.00 881,910.00 1,663.44 1,023,015.60 1,864.20 1,146,483.00 2,050.62 1,261,131.30


Jenis Pekerjaan : Membuat beton kedap air dengan storox - 100 (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton 0.480 227,100.00 109,008.00 263,436.00 126,449.28 295,230.00 141,710.40 324,753.00 155,881.44

Koral Beton 2/3 0.800 289,200.00 231,360.00 335,472.00 268,377.60 375,960.00 300,768.00 413,556.00 330,844.80 Semen portland Kg 400.000 1,434.00 573,600.00 1,663.44 665,376.00 1,864.20 745,680.00 2,050.62 820,248.00 Storox - 100 1.200 - - - - - - -


Jenis Pekerjaan : Memasang PVC Waterstop lebar 150 mm (SNI.Rev.2007Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.060 59,900.00 3,594.00 69,484.00 4,169.04 77,870.00 4,672.20 85,657.00 5,139.42 Tukang Batu Oh 0.030 77,700.00 2,331.00 90,132.00 2,703.96 101,010.00 3,030.30 111,111.00 3,333.33 Kepala Tukang Oh 0.003 89,600.00 268.80 103,936.00 311.81 116,480.00 349.44 128,128.00 384.38 Mandor Oh 0.003 104,000.00 312.00 120,640.00 361.92 135,200.00 405.60 148,720.00 446.16

- - - - - - - II. BAHAN - - - - - - -

Waterstop lebar 150 mm 1.050 - - - - - - - - - - - - - -


Jenis Pekerjaan : Memasang PVC Waterstop lebar 200 mm (SNI.Rev.2007Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.070 59,900.00 4,193.00 69,484.00 4,863.88 77,870.00 5,450.90 85,657.00 5,995.99 Tukang Batu Oh 0.035 77,700.00 2,719.50 90,132.00 3,154.62 101,010.00 3,535.35 111,111.00 3,888.89 Kepala Tukang Oh 0.004 89,600.00 313.60 103,936.00 363.78 116,480.00 407.68 128,128.00 448.45 Mandor Oh 0.007 104,000.00 728.00 120,640.00 844.48 135,200.00 946.40 148,720.00 1,041.04

- - - - - - - II. BAHAN - - - - - - -

Waterstop lebar 200 mm 1.050 - - - - - - - - - - - - - -


Jenis Pekerjaan : Memasang PVC Waterstop lebar 230 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M2 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.550 59,900.00 32,945.00 69,484.00 38,216.20 77,870.00 42,828.50 85,657.00 47,111.35 Tukang Batu Oh 0.035 77,700.00 2,719.50 90,132.00 3,154.62 101,010.00 3,535.35 111,111.00 3,888.89 Mandor Oh 0.002 104,000.00 208.00 120,640.00 241.28 135,200.00 270.40 148,720.00 297.44

- - - - - - - II. BAHAN - - - - - - -

Waterstop lebar 230 mm 1.050 281,400.00 295,470.00 326,424.00 342,745.20 365,820.00 384,111.00 402,402.00 422,522.10 - - - - - - -


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Halaman 44





I. UPAH - - - - - - - Pekerja Oh 0.550 59,900.00 32,945.00 69,484.00 38,216.20 77,870.00 42,828.50 85,657.00 47,111.35 Tukang Batu Oh 0.035 77,700.00 2,719.50 90,132.00 3,154.62 101,010.00 3,535.35 111,111.00 3,888.89 Mandor Oh 0.000 104,000.00 - 120,640.00 - 135,200.00 - 148,720.00 -

0.003 - - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -






I. UPAH - - - - - - - Pekerja Oh 0.080 59,900.00 4,792.00 69,484.00 5,558.72 77,870.00 6,229.60 85,657.00 6,852.56 Tukang Batu Oh 0.040 77,700.00 3,108.00 90,132.00 3,605.28 101,010.00 4,040.40 111,111.00 4,444.44 Kepala Tukang Oh 0.004 89,600.00 358.40 103,936.00 415.74 116,480.00 465.92 128,128.00 512.51 Mandor 0.004 104,000.00 416.00 120,640.00 482.56 135,200.00 540.80 148,720.00 594.88

- - - - - - - II. BAHAN - - - - - - -



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Halaman 45


Jenis Pekerjaan : Pembesian dengan besi polos atau besi ulir (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.070 59,900.00 4,193.00 69,484.00 4,863.88 77,870.00 5,450.90 85,657.00 5,995.99 Tukang Batu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala Tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor 0.004 104,000.00 416.00 120,640.00 482.56 135,200.00 540.80 148,720.00 594.88

- - - - - - - II. BAHAN - - - - - - -

Besi beton (polos/ulir) Kg 10.500 24,800.00 260,400.00 28,768.00 302,064.00 32,240.00 338,520.00 35,464.00 372,372.00 Kawat beton Kg 0.015 27,600.00 414.00 32,016.00 480.24 35,880.00 538.20 39,468.00 592.02


Jenis Pekerjaan : Kabel presstressed polos/strands (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.050 59,900.00 2,995.00 69,484.00 3,474.20 77,870.00 3,893.50 85,657.00 4,282.85 Tukang Batu Oh 0.050 77,700.00 3,885.00 90,132.00 4,506.60 101,010.00 5,050.50 111,111.00 5,555.55 Kepala Tukang Oh 0.005 89,600.00 448.00 103,936.00 519.68 116,480.00 582.40 128,128.00 640.64 Mandor 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Besi beton (polos/ulir) Kg 10.500 24,800.00 260,400.00 28,768.00 302,064.00 32,240.00 338,520.00 35,464.00 372,372.00 Kawat beton Kg 0.015 27,600.00 414.00 32,016.00 480.24 35,880.00 538.20 39,468.00 592.02


Jenis Pekerjaan : Jaring kawat baja (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.025 59,900.00 1,497.50 69,484.00 1,737.10 77,870.00 1,946.75 85,657.00 2,141.43 Tukang Batu Oh 0.025 77,700.00 1,942.50 90,132.00 2,253.30 101,010.00 2,525.25 111,111.00 2,777.78 Kepala Tukang Oh 0.025 89,600.00 2,240.00 103,936.00 2,598.40 116,480.00 2,912.00 128,128.00 3,203.20 Mandor 0.001 104,000.00 104.00 120,640.00 120.64 135,200.00 135.20 148,720.00 148.72

- - - - - - - II. BAHAN - - - - - - -

Besi jaring kawat baja Kg 10.200 35,000.00 357,000.00 40,600.00 414,120.00 45,500.00 464,100.00 50,050.00 510,510.00 Kawat beton Kg 0.050 27,600.00 1,380.00 32,016.00 1,600.80 35,880.00 1,794.00 39,468.00 1,973.40


Jenis Pekerjaan : Pasang Bekisting Untuk Pondasi (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.520 59,900.00 31,148.00 69,484.00 36,131.68 77,870.00 40,492.40 85,657.00 44,541.64 Tukang Kayu Oh 0.260 77,700.00 20,202.00 90,132.00 23,434.32 101,010.00 26,262.60 111,111.00 28,888.86 Kepala Tukang Oh 0.026 89,600.00 2,329.60 103,936.00 2,702.34 116,480.00 3,028.48 128,128.00 3,331.33 Mandor 0.026 0.026 104,000.00 2,704.00 120,640.00 3,136.64 135,200.00 3,515.20 148,720.00 3,866.72

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang Kg 0.040 75,000.00 3,000.00 87,000.00 3,480.00 97,500.00 3,900.00 107,250.00 4,290.00 Paku Biasa 2" - 5" Kg 0.300 13,700.00 4,110.00 15,892.00 4,767.60 17,810.00 5,343.00 19,591.00 5,877.30 Minyak Bekisting Ltr 0.100 4,900.00 490.00 5,684.00 568.40 6,370.00 637.00 7,007.00 700.70


Jenis Pekerjaan : Pasang Bekisting Untuk Sloof (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.520 59,900.00 31,148.00 69,484.00 36,131.68 77,870.00 40,492.40 85,657.00 44,541.64 Tukang Kayu Oh 0.260 77,700.00 20,202.00 90,132.00 23,434.32 101,010.00 26,262.60 111,111.00 28,888.86 Kepala Tukang Oh 0.026 89,600.00 2,329.60 103,936.00 2,702.34 116,480.00 3,028.48 128,128.00 3,331.33 Mandor 0.026 0.026 104,000.00 2,704.00 120,640.00 3,136.64 135,200.00 3,515.20 148,720.00 3,866.72

- - - - - - - II. BAHAN - - - - - - -



Halaman 46


Jenis Pekerjaan : Pasang Bekisting Untuk Sloof (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang Bekisting Untuk Kolom (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.040 2,453,200.00 98,128.00 2,845,712.00 113,828.48 3,189,160.00 127,566.40 3,508,076.00 140,323.04 Paku Biasa 2" - 5" Kg 0.400 13,700.00 5,480.00 15,892.00 6,356.80 17,810.00 7,124.00 19,591.00 7,836.40 Plywood Tebal 9 mm Lbr 0.350 229,100.00 80,185.00 265,756.00 93,014.60 297,830.00 104,240.50 327,613.00 114,664.55 Dolken Kayu Galam Dia. 8 - 4 Btg 2.000 53,800.00 107,600.00 62,408.00 124,816.00 69,940.00 139,880.00 76,934.00 153,868.00 Minyak Bekisting Ltr 0.200 4,900.00 980.00 5,684.00 1,136.80 6,370.00 1,274.00 7,007.00 1,401.40

Balok kayu borneo 0.015 2,453,200.00 36,798.00 2,845,712.00 42,685.68 3,189,160.00 47,837.40 3,508,076.00 52,621.14 - - - - - - -


Jenis Pekerjaan : Pasang Bekisting Untuk Balok (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




Jenis Pekerjaan : Pasang Bekisting Untuk Lantai (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




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Halaman 47


Jenis Pekerjaan : Pasang Bekisting Untuk Dinding (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.040 2,453,200.00 98,128.00 2,845,712.00 113,828.48 3,189,160.00 127,566.40 3,508,076.00 140,323.04 Paku Biasa 2" - 5" Kg 0.400 13,700.00 5,480.00 15,892.00 6,356.80 17,810.00 7,124.00 19,591.00 7,836.40 Plywood Tebal 9 mm Lbr 0.350 229,100.00 80,185.00 265,756.00 93,014.60 297,830.00 104,240.50 327,613.00 114,664.55 Dolken Kayu Galam Dia. 8 - 4 Btg 6.000 53,800.00 322,800.00 62,408.00 374,448.00 69,940.00 419,640.00 76,934.00 461,604.00 Minyak Bekisting Ltr 0.200 4,900.00 980.00 5,684.00 1,136.80 6,370.00 1,274.00 7,007.00 1,401.40 Formtie/penjaga jarak bekistin Bh 4.000 26,300.00 105,200.00 30,508.00 122,032.00 34,190.00 136,760.00 37,609.00 150,436.00


Jenis Pekerjaan : Pasang Bekisting Untuk Tangga (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.030 2,453,200.00 73,596.00 2,845,712.00 85,371.36 3,189,160.00 95,674.80 3,508,076.00 105,242.28 Paku Biasa 2" - 5" Kg 0.400 13,700.00 5,480.00 15,892.00 6,356.80 17,810.00 7,124.00 19,591.00 7,836.40 Plywood Tebal 9 mm Lbr 0.350 229,100.00 80,185.00 265,756.00 93,014.60 297,830.00 104,240.50 327,613.00 114,664.55 Dolken Kayu Galam Dia. 8 - 4 Btg 2.000 53,800.00 107,600.00 62,408.00 124,816.00 69,940.00 139,880.00 76,934.00 153,868.00 Minyak Bekisting Ltr 0.150 4,900.00 735.00 5,684.00 852.60 6,370.00 955.50 7,007.00 1,051.05 Balok kayu borneo Bh 0.015 2,453,200.00 36,798.00 2,845,712.00 42,685.68 3,189,160.00 47,837.40 3,508,076.00 52,621.14


Jenis Pekerjaan : Membuat Beton dengan mutu K 225 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton Kg 698.000 227.10 158,515.80 263.44 183,878.33 295.23 206,070.54 324.75 226,677.59 Koral Beton Kg 1047.000 289.20 302,792.40 335.47 351,239.18 375.96 393,630.12 413.56 432,993.13 Semen portland Kg 371.000 1,434.00 532,014.00 1,663.44 617,136.24 1,864.20 691,618.20 2,050.62 760,780.02 Air Ltr 215.000 15,000.00 3,225,000.00 17,400.00 3,741,000.00 19,500.00 4,192,500.00 21,450.00 4,611,750.00


Jenis Pekerjaan : Membuat Beton dengan mutu K 275 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pasir Beton Kg 684.000 227.10 155,336.40 263.44 180,190.22 295.23 201,937.32 324.75 222,131.05 Koral Beton Kg 1026.000 289.20 296,719.20 335.47 344,194.27 375.96 385,734.96 413.56 424,308.46 Semen portland Kg 406.000 1,434.00 582,204.00 1,663.44 675,356.64 1,864.20 756,865.20 2,050.62 832,551.72 Air Ltr 215.000 15,000.00 3,225,000.00 17,400.00 3,741,000.00 19,500.00 4,192,500.00 21,450.00 4,611,750.00

- - - - - - -


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Halaman 48


Jenis Pekerjaan : Pasang jembatan cor (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.050 77,700.00 3,885.00 90,132.00 4,506.60 101,010.00 5,050.50 111,111.00 5,555.55 Kepala Tukang Oh 0.005 89,600.00 448.00 103,936.00 519.68 116,480.00 582.40 128,128.00 640.64 Mandor 0.026 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang Kg 0.026 75,000.00 1,980.00 87,000.00 2,296.80 97,500.00 2,574.00 107,250.00 2,831.40 Paku Biasa 2" - 5" Kg 0.600 13,700.00 8,220.00 15,892.00 9,535.20 17,810.00 10,686.00 19,591.00 11,754.60 Dolken Kayu Galam Dia. 8 - 4 Btg 0.500 53,800.00 26,900.00 62,408.00 31,204.00 69,940.00 34,970.00 76,934.00 38,467.00

- - - - - - -


Jenis Pekerjaan : Membuat pondasi beton bertulang (150 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 5.300 59,900.00 317,470.00 69,484.00 368,265.20 77,870.00 412,711.00 85,657.00 453,982.10 Tukang Batu Oh 0.275 77,700.00 21,367.50 90,132.00 24,786.30 101,010.00 27,777.75 111,111.00 30,555.53 Tukang kayu Oh 1.300 77,700.00 101,010.00 90,132.00 117,171.60 101,010.00 131,313.00 111,111.00 144,444.30 Tukang besi Oh 1.050 77,700.00 81,585.00 90,132.00 94,638.60 101,010.00 106,060.50 111,111.00 116,666.55 Kepala Tukang Oh 0.262 89,600.00 23,475.20 103,936.00 27,231.23 116,480.00 30,517.76 128,128.00 33,569.54 Mandor Oh 0.265 104,000.00 27,560.00 120,640.00 31,969.60 135,200.00 35,828.00 148,720.00 39,410.80

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.200 - - - - - - - Paku Biasa 2" - 5" Kg 1.500 13,700.00 20,550.00 15,892.00 23,838.00 17,810.00 26,715.00 19,591.00 29,386.50 Minyak Bekisting Ltr 0.400 4,900.00 1,960.00 5,684.00 2,273.60 6,370.00 2,548.00 7,007.00 2,802.80 Besi beton polos Kg 157.000 24,800.00 3,893,600.00 28,768.00 4,516,576.00 32,240.00 5,061,680.00 35,464.00 5,567,848.00 Kawat beton Kg 2.250 27,600.00 62,100.00 32,016.00 72,036.00 35,880.00 80,730.00 39,468.00 88,803.00

Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62


- - - - - - -


Jenis Pekerjaan : Membuat sloof beton bertulang (200 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62



Jenis Pekerjaan : Membuat kolom beton bertulang (300 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62


Kayu borneo balok 0.150 - - - - - - - Plywood Tebal 9 mm Lbr 3.500 229,100.00 801,850.00 265,756.00 930,146.00 297,830.00 1,042,405.00 327,613.00 1,146,645.50 Dolken Kayu Galam Dia. 8 - 4 Btg 20.000 53,800.00 1,076,000.00 62,408.00 1,248,160.00 69,940.00 1,398,800.00 76,934.00 1,538,680.00


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Halaman 49


Jenis Pekerjaan : Membuat Balok beton bertulang (200 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62


Kayu borneo balok 0.140 2,453,200.00 343,448.00 2,845,712.00 398,399.68 3,189,160.00 446,482.40 3,508,076.00 491,130.64 Plywood Tebal 9 mm Lbr 2.800 229,100.00 641,480.00 265,756.00 744,116.80 297,830.00 833,924.00 327,613.00 917,316.40 Dolken Kayu Galam Dia. 8 - 4 Btg 16.000 53,800.00 860,800.00 62,408.00 998,528.00 69,940.00 1,119,040.00 76,934.00 1,230,944.00


Jenis Pekerjaan : Membuat Balok beton bertulang (150 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.320 2,453,200.00 785,024.00 2,845,712.00 910,627.84 3,189,160.00 1,020,531.20 3,508,076.00 1,122,584.32 Paku Biasa 2" - 5" Kg 3.200 13,700.00 43,840.00 15,892.00 50,854.40 17,810.00 56,992.00 19,591.00 62,691.20 Minyak Bekisting Ltr 1.600 4,900.00 7,840.00 5,684.00 9,094.40 6,370.00 10,192.00 7,007.00 11,211.20 Besi beton polos Kg 210.000 24,800.00 5,208,000.00 28,768.00 6,041,280.00 32,240.00 6,770,400.00 35,464.00 7,447,440.00 Kawat beton Kg 3.000 27,600.00 82,800.00 32,016.00 96,048.00 35,880.00 107,640.00 39,468.00 118,404.00

Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62




Jenis Pekerjaan : Membuat Dinding beton bertulang (150 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62




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Halaman 50


Jenis Pekerjaan : Membuat Tangga beton bertulang (150 kg besi + bekisting)(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Pasir Beton 0.540 227,100.00 122,634.00 263,436.00 142,255.44 295,230.00 159,424.20 324,753.00 175,366.62




Jenis Pekerjaan : Kolom Penguat Beton Bertulang (11 x 11) cm (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.180 59,900.00 10,782.00 69,484.00 12,507.12 77,870.00 14,016.60 85,657.00 15,418.26 Tukang Batu Oh 0.020 77,700.00 1,554.00 90,132.00 1,802.64 101,010.00 2,020.20 111,111.00 2,222.22 Tukang kayu Oh 0.020 77,700.00 1,554.00 90,132.00 1,802.64 101,010.00 2,020.20 111,111.00 2,222.22 Tukang besi Oh 0.020 77,700.00 1,554.00 90,132.00 1,802.64 101,010.00 2,020.20 111,111.00 2,222.22 Kepala Tukang Oh 0.006 89,600.00 537.60 103,936.00 623.62 116,480.00 698.88 128,128.00 768.77 Mandor Oh 0.009 104,000.00 936.00 120,640.00 1,085.76 135,200.00 1,216.80 148,720.00 1,338.48

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.002 2,453,200.00 4,906.40 2,845,712.00 5,691.42 3,189,160.00 6,378.32 3,508,076.00 7,016.15 Paku Biasa 2" - 5" Kg 0.010 13,700.00 137.00 15,892.00 158.92 17,810.00 178.10 19,591.00 195.91 Besi Beton Polos Kg 3.000 24,800.00 74,400.00 28,768.00 86,304.00 32,240.00 96,720.00 35,464.00 106,392.00 Kawat Beton Kg 0.450 27,600.00 12,420.00 32,016.00 14,407.20 35,880.00 16,146.00 39,468.00 17,760.60 Semen portland Kg 4.000 1,434.00 5,736.00 1,663.44 6,653.76 1,864.20 7,456.80 2,050.62 8,202.48

Pasir Beton 0.006 227,100.00 1,362.60 263,436.00 1,580.62 295,230.00 1,771.38 324,753.00 1,948.52

Koral Beton 0.009 289,200.00 2,602.80 335,472.00 3,019.25 375,960.00 3,383.64 413,556.00 3,722.00 - - - - - - -


Jenis Pekerjaan : Membuat Ring Balok Beton Bertulang (10 x 15) cm(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.297 59,900.00 17,790.30 69,484.00 20,636.75 77,870.00 23,127.39 85,657.00 25,440.13 Tukang Batu Oh 0.033 77,700.00 2,564.10 90,132.00 2,974.36 101,010.00 3,333.33 111,111.00 3,666.66 Tukang Kayu Oh 0.033 77,700.00 2,564.10 90,132.00 2,974.36 101,010.00 3,333.33 111,111.00 3,666.66 Tukang Besi Oh 0.033 77,700.00 2,564.10 90,132.00 2,974.36 101,010.00 3,333.33 111,111.00 3,666.66 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.015 104,000.00 1,560.00 120,640.00 1,809.60 135,200.00 2,028.00 148,720.00 2,230.80

- - - - - - - II. BAHAN - - - - - - -

Kayu terentang 0.003 2,453,200.00 7,359.60 2,845,712.00 8,537.14 3,189,160.00 9,567.48 3,508,076.00 10,524.23 Paku Biasa 2" - 5" Kg 0.020 13,700.00 274.00 15,892.00 317.84 17,810.00 356.20 19,591.00 391.82 Besi Beton Polos Kg 3.600 24,800.00 89,280.00 28,768.00 103,564.80 32,240.00 116,064.00 35,464.00 127,670.40 Kawat Beton Kg 0.050 27,600.00 1,380.00 32,016.00 1,600.80 35,880.00 1,794.00 39,468.00 1,973.40 Semen portland Kg 5.500 1,434.00 7,887.00 1,663.44 9,148.92 1,864.20 10,253.10 2,050.62 11,278.41

Pasir Beton 0.009 227,100.00 2,043.90 263,436.00 2,370.92 295,230.00 2,657.07 324,753.00 2,922.78

Koral Beton 0.015 289,200.00 4,338.00 335,472.00 5,032.08 375,960.00 5,639.40 413,556.00 6,203.34 - - - - - - -


VIII. PEKERJAAN PENUTUP ATAP

Jenis Pekerjaan : Pasang atap genteng palentong kecil (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.075 77,700.00 5,827.50 90,132.00 6,759.90 101,010.00 7,575.75 111,111.00 8,333.33 Kepala Tukang Oh 0.008 89,600.00 716.80 103,936.00 831.49 116,480.00 931.84 128,128.00 1,025.02 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -

Genteng palentong Bh 25.000 3,000.00 75,000.00 3,480.00 87,000.00 3,900.00 97,500.00 4,290.00 107,250.00 - - - - - - -


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Halaman 51


Jenis Pekerjaan : Pasang atap genteng kodok/glazzur (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Genteng kodok Bh 25.000 6,200.00 155,000.00 7,192.00 179,800.00 8,060.00 201,500.00 8,866.00 221,650.00 - - - - - - -


Jenis Pekerjaan : Pasang atap genteng kodok/glazzur (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Genteng bubung kodok Bh 5.000 - - - - - - - Semen portland Kg 8.000 1,434.00 11,472.00 1,663.44 13,307.52 1,864.20 14,913.60 2,050.62 16,404.96

Pasir pasang 0.032 131,500.00 4,208.00 152,540.00 4,881.28 170,950.00 5,470.40 188,045.00 6,017.44 - - - - - - -


Jenis Pekerjaan : Pasang bubung genteng palentong besar (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Genteng bubung palentong Bh 4.000 5,300.00 21,200.00 6,148.00 24,592.00 6,890.00 27,560.00 7,579.00 30,316.00 Semen portland Kg 8.000 1,434.00 11,472.00 1,663.44 13,307.52 1,864.20 14,913.60 2,050.62 16,404.96

Pasir pasang 0.032 131,500.00 4,208.00 152,540.00 4,881.28 170,950.00 5,470.40 188,045.00 6,017.44 - - - - - - -


Jenis Pekerjaan : Pasang roof light fibreglass (180 x 90) cm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.140 59,900.00 8,386.00 69,484.00 9,727.76 77,870.00 10,901.80 85,657.00 11,991.98 Tukang Kayu Oh 0.067 77,700.00 5,205.90 90,132.00 6,038.84 101,010.00 6,767.67 111,111.00 7,444.44 Kepala Tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor Oh 0.007 104,000.00 728.00 120,640.00 844.48 135,200.00 946.40 148,720.00 1,041.04

- - - - - - - II. BAHAN - - - - - - -

Roof light fibreglass Lbr 0.600 62,700.00 37,620.00 72,732.00 43,639.20 81,510.00 48,906.00 89,661.00 53,796.60 Paku biasa 1/2" - 1" Kg 0.050 600.00 30.00 696.00 34.80 780.00 39.00 858.00 42.90


Jenis Pekerjaan : Pasang Atap Asbes Gelombang (2,50 x 0,92 m) x 5 mm (SNI.Rev.2002Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Asbes Gelombang Lbr 0.500 33,500.00 16,750.00 38,860.00 19,430.00 43,550.00 21,775.00 47,905.00 23,952.50 Paku Pancing 60 x 230 Kg 0.120 25,000.00 3,000.00 29,000.00 3,480.00 32,500.00 3,900.00 35,750.00 4,290.00


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Halaman 52






- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan Pasang Atap Asbes Gelombang (3,00 x 1,05 m) x 4 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Halaman 53






- - - - - - - II. BAHAN - - - - - - -

Asbes Gelombang Lbr 0.420 33,500.00 14,070.00 38,860.00 16,321.20 43,550.00 18,291.00 47,905.00 20,120.10 Paku Pancing Kg 0.120 25,000.00 3,000.00 29,000.00 3,480.00 32,500.00 3,900.00 35,750.00 4,290.00






- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang Atap Asbes Gelombang (1,50 x 1,05 m) x 4 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Halaman 54






- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pasang bubung stel gelombang 0,92 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bubung stel Gelombang Lbr 2.400 35,000.00 84,000.00 40,600.00 97,440.00 45,500.00 109,200.00 50,050.00 120,120.00 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Jenis Pekerjaan : Pasang nok stel gelombang 1,05 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok stel Gelombang Lbr 2.100 35,000.00 73,500.00 40,600.00 85,260.00 45,500.00 95,550.00 50,050.00 105,105.00 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Halaman 55


Jenis Pekerjaan :Pasang nok stel gelombang 1,08 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok stel Gelombang Lbr 2.050 35,000.00 71,750.00 40,600.00 83,230.00 45,500.00 93,275.00 50,050.00 102,602.50 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Jenis Pekerjaan :Pasang nok stel gelombang 1,08 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bubung stel Gelombang Lbr 2.050 35,000.00 71,750.00 40,600.00 83,230.00 45,500.00 93,275.00 50,050.00 102,602.50 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Jenis Pekerjaan :Pasang nok paten 0,92 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok paten Lbr 1.200 35,000.00 42,000.00 40,600.00 48,720.00 45,500.00 54,600.00 50,050.00 60,060.00 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00






- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Halaman 56


Jenis Pekerjaan :Pasang nok stel rata 0,92 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok stel rata Lbr 1.100 35,000.00 38,500.00 40,600.00 44,660.00 45,500.00 50,050.00 50,050.00 55,055.00 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Jenis Pekerjaan :Pasang nok stel rata 1,05 m (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok stel rata Lbr 1.100 35,000.00 38,500.00 40,600.00 44,660.00 45,500.00 50,050.00 50,050.00 55,055.00 Paku sekrup 3,5" Bh 6.000 500.00 3,000.00 580.00 3,480.00 650.00 3,900.00 715.00 4,290.00


Jenis Pekerjaan :Pasang Atap Genteng Beton (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Genteng Beton Lbr 11.000 34,900.00 383,900.00 40,484.00 445,324.00 45,370.00 499,070.00 49,907.00 548,977.00 Paku Biasa 2" - 5" Bh 0.030 13,700.00 411.00 15,892.00 476.76 17,810.00 534.30 19,591.00 587.73


Jenis Pekerjaan :Pasang Atap Genteng Metal (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Genteng Metal Lbr 1.020 105,100.00 107,202.00 121,916.00 124,354.32 136,630.00 139,362.60 150,293.00 153,298.86 Paku Biasa 2" - 5" Bh 0.200 13,700.00 2,740.00 15,892.00 3,178.40 17,810.00 3,562.00 19,591.00 3,918.20


Jenis Pekerjaan :Pasang Atap Sirap (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.166 59,900.00 9,943.40 69,484.00 11,534.34 77,870.00 12,926.42 85,657.00 14,219.06 Tukang Kayu Oh 0.250 77,700.00 19,425.00 90,132.00 22,533.00 101,010.00 25,252.50 111,111.00 27,777.75 Kepala Tukang Oh 0.025 89,600.00 2,240.00 103,936.00 2,598.40 116,480.00 2,912.00 128,128.00 3,203.20 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -

Sirap Lbr 60.000 35,900.00 2,154,000.00 41,644.00 2,498,640.00 46,670.00 2,800,200.00 51,337.00 3,080,220.00 Paku biasa 1/2" - 1" Bh 0.200 600.00 120.00 696.00 139.20 780.00 156.00 858.00 171.60


Halaman 57


Jenis Pekerjaan :Pasang Nok Genteng Beton (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok Genteng Beton Bh 3.500 24,000.00 84,000.00 27,840.00 97,440.00 31,200.00 109,200.00 34,320.00 120,120.00 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55 Semen abu-abu Kg 10.800 1,434.00 15,487.20 1,663.44 17,965.15 1,864.20 20,133.36 2,050.62 22,146.70

Pasir Pasang 0.032 131,500.00 4,208.00 152,540.00 4,881.28 170,950.00 5,470.40 188,045.00 6,017.44 Semen Warna Kg 1.000 2,032.00 2,032.00 2,357.12 2,357.12 2,641.60 2,641.60 2,905.76 2,905.76


Jenis Pekerjaan :Pasang Nok Genteng Metal (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok Genteng Metal Bh 1.100 53,500.00 58,850.00 62,060.00 68,266.00 69,550.00 76,505.00 76,505.00 84,155.50 Paku biasa 1/2" - 1" Kg 0.050 600.00 30.00 696.00 34.80 780.00 39.00 858.00 42.90


Jenis Pekerjaan :Pasang Nok Sirap (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Seng Plat 3" x 6" BJLS 28 Lbr 0.400 86,100.00 34,440.00 99,876.00 39,950.40 111,930.00 44,772.00 123,123.00 49,249.20 Paku biasa 1/2" - 1" Kg 0.060 600.00 36.00 696.00 41.76 780.00 46.80 858.00 51.48 Paku Biasa 2" - 5" Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55

Kayu borneo, papan tebal 3 cm 0.004 2,017,100.00 8,068.40 2,339,836.00 9,359.34 2,622,230.00 10,488.92 2,884,453.00 11,537.81 - - - - - - -


Jenis Pekerjaan :Pasang Atap Seng Gelombang (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Seng Plat 3" x 6" BJLS 28 Lbr 0.700 86,100.00 60,270.00 99,876.00 69,913.20 111,930.00 78,351.00 123,123.00 86,186.10 Paku biasa 1/2" - 1" Kg 0.020 600.00 12.00 696.00 13.92 780.00 15.60 858.00 17.16


Jenis Pekerjaan :Pasang Atap Nok Seng (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala Tukang Oh 0.008 89,600.00 716.80 103,936.00 831.49 116,480.00 931.84 128,128.00 1,025.02 Mandor Oh 0.006 104,000.00 624.00 120,640.00 723.84 135,200.00 811.20 148,720.00 892.32

- - - - - - - II. BAHAN - - - - - - -

Seng Plat 3" x 6" BJLS 28 Lbr 0.300 86,100.00 25,830.00 99,876.00 29,962.80 111,930.00 33,579.00 123,123.00 36,936.90 Paku biasa 1/2" - 1" Kg 0.040 600.00 24.00 696.00 27.84 780.00 31.20 858.00 34.32


M3

M3

Halaman 58


Jenis Pekerjaan :Pasang Atap Alluminium (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.750 77,700.00 58,275.00 90,132.00 67,599.00 101,010.00 75,757.50 111,111.00 83,333.25 Kepala Tukang Oh 0.008 89,600.00 716.80 103,936.00 831.49 116,480.00 931.84 128,128.00 1,025.02 Mandor Oh 0.006 104,000.00 624.00 120,640.00 723.84 135,200.00 811.20 148,720.00 892.32

- - - - - - - II. BAHAN - - - - - - -

Atap alluminium gelombang teb Lbr 1.050 342,000.00 359,100.00 396,720.00 416,556.00 444,600.00 466,830.00 489,060.00 513,513.00 Paku hak panjang 15 cm Kg 0.020 35,000.00 700.00 40,600.00 812.00 45,500.00 910.00 50,050.00 1,001.00


Jenis Pekerjaan :Pasang Nok Alluminium (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Nok standar 40 cm, swg 22 Lbr 1.200 35,400.00 42,480.00 41,064.00 49,276.80 46,020.00 55,224.00 50,622.00 60,746.40 Paku hak panjang 15 cm Kg 0.040 35,000.00 1,400.00 40,600.00 1,624.00 45,500.00 1,820.00 50,050.00 2,002.00

- - - - - - -


Jenis Pekerjaan :Pasang Aluminium Foil/sisalation (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.050 77,700.00 3,885.00 90,132.00 4,506.60 101,010.00 5,050.50 111,111.00 5,555.55 Kepala Tukang Oh 0.005 89,600.00 448.00 103,936.00 519.68 116,480.00 582.40 128,128.00 640.64 Mandor Oh 0.008 104,000.00 832.00 120,640.00 965.12 135,200.00 1,081.60 148,720.00 1,189.76

- - - - - - - II. BAHAN - - - - - - -

Sisalation/Aluminium foil Lbr 1.050 916,300.00 962,115.00 1,062,908.00 1,116,053.40 1,191,190.00 1,250,749.50 1,310,309.00 1,375,824.45 - - - - - - -


IX. PEKERJAAN LANGIT-LANGIT

Jenis Pekerjaan :Langit-langit asbes (1,00 x 1,00) m, tebal 6 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pelat asbes tebal 6 mm Lbr 1.100 45,000.00 49,500.00 52,200.00 57,420.00 58,500.00 64,350.00 64,350.00 70,785.00 Paku Kg 0.010 13,700.00 137.00 15,892.00 158.92 17,810.00 178.10 19,591.00 195.91






- - - - - - - II. BAHAN - - - - - - -



Halaman 59






- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Langit-langit asbes (1,00 x 1,00) m, tebal 3.5 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pelat asbes tebal 3.5 mm Lbr 1.100 45,000.00 49,500.00 52,200.00 57,420.00 58,500.00 64,350.00 64,350.00 70,785.00 Paku Kg 0.010 13,700.00 137.00 15,892.00 158.92 17,810.00 178.10 19,591.00 195.91


Jenis Pekerjaan :Langit-langit akustik (30 x 30) cm (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Akustik ukuran 30 x 30 cm Lbr 12.000 55,000.00 660,000.00 63,800.00 765,600.00 71,500.00 858,000.00 78,650.00 943,800.00 Paku Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55






- - - - - - - II. BAHAN - - - - - - -

Akustik ukuran 30 x 60 cm Lbr 5.800 55,000.00 319,000.00 63,800.00 370,040.00 71,500.00 414,700.00 78,650.00 456,170.00 Paku Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55






- - - - - - - II. BAHAN - - - - - - -

Akustik arm strongukuran 60 x Lbr 1.500 55,000.00 82,500.00 63,800.00 95,700.00 71,500.00 107,250.00 78,650.00 117,975.00 Paku Kg 0.050 13,700.00 685.00 15,892.00 794.60 17,810.00 890.50 19,591.00 979.55


Halaman 60


Jenis Pekerjaan :Langit-langit Plywood (30 x 60) cm, Tebal 4 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plywood 4' x 8' x 4 mm Lbr 0.360 82,500.00 29,700.00 95,700.00 34,452.00 107,250.00 38,610.00 117,975.00 42,471.00 Paku Kg 0.030 13,700.00 411.00 15,892.00 476.76 17,810.00 534.30 19,591.00 587.73


Jenis Pekerjaan :Langit-langit Plywood (30 x 60) cm Tebal 6 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Langit-langit teakwood (30 x 60) cm, Tebal 4 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Halaman 61


Jenis Pekerjaan :Langit-langit teakwood (60 x 120) cm, Tebal 4 mm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Langit-langit kayu kamper (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu kamper, papan 0.024 1,673,200.00 40,156.80 1,940,912.00 46,581.89 2,175,160.00 52,203.84 2,392,676.00 57,424.22 Paku Kg 0.010 13,700.00 137.00 15,892.00 158.92 17,810.00 178.10 19,591.00 195.91 Paku sekrup Kg 0.050 30,000.00 1,500.00 34,800.00 1,740.00 39,000.00 1,950.00 42,900.00 2,145.00


Jenis Pekerjaan :Langit-langit soft board (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Soft board 4' x 8' x 4 mm Lbr 0.350 196,800.00 68,880.00 228,288.00 79,900.80 255,840.00 89,544.00 281,424.00 98,498.40 Paku Biasa Kg 0.030 13,700.00 411.00 15,892.00 476.76 17,810.00 534.30 19,591.00 587.73


Jenis Pekerjaan :Pasang Langit-langit Akustik (60 x 120) cm + Rangka Alluminium (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.500 77,700.00 38,850.00 90,132.00 45,066.00 101,010.00 50,505.00 111,111.00 55,555.50 Kepala Tukang Oh 0.050 89,600.00 4,480.00 103,936.00 5,196.80 116,480.00 5,824.00 128,128.00 6,406.40 Mandor Oh 0.008 104,000.00 780.00 120,640.00 904.80 135,200.00 1,014.00 148,720.00 1,115.40

- - - - - - - II. BAHAN - - - - - - -

Akustik arm strong 60 x 120 c Lbr 1.500 75,000.00 112,500.00 87,000.00 130,500.00 97,500.00 146,250.00 107,250.00 160,875.00 Profil Aluminium "T" M' 3.600 45,000.00 162,000.00 52,200.00 187,920.00 58,500.00 210,600.00 64,350.00 231,660.00 Ramset/Dyna Bolt Bh 1.050 25,000.00 26,250.00 29,000.00 30,450.00 32,500.00 34,125.00 35,750.00 37,537.50 Kawat Seng Polos Kg 0.150 35,000.00 5,250.00 40,600.00 6,090.00 45,500.00 6,825.00 50,050.00 7,507.50

- - - - - - - - - - - - - -


Jenis Pekerjaan :List Langit-langit Kayu Profil (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

List Kayu Profil Lbr 1.050 39,400.00 41,370.00 45,704.00 47,989.20 51,220.00 53,781.00 56,342.00 59,159.10 Paku Kg 0.010 13,700.00 137.00 15,892.00 158.92 17,810.00 178.10 19,591.00 195.91


M3

Halaman 62


Jenis Pekerjaan : Langit-langit asbes (1,00 x 1,00) m, tebal 3,2 mm, rangka borneo (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu borneo, balok 0.012 1,962,500.00 23,550.00 2,276,500.00 27,318.00 2,551,250.00 30,615.00 2,806,375.00 33,676.50 Paku biasa Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46 Asbes 1,00 x 1,00 m Lbr 1.100 26,900.00 29,590.00 31,204.00 34,324.40 34,970.00 38,467.00 38,467.00 42,313.70


Jenis Pekerjaan : Langit-langit Plywood 4 mm + rangka kayu borneo (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plywood 4' x 8' x 4 mm Lbr 0.390 82,500.00 32,175.00 95,700.00 37,323.00 107,250.00 41,827.50 117,975.00 46,010.25 Paku Biasa 2" - 5" Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46

Kayu borneo 0.023 1,962,500.00 45,137.50 2,276,500.00 52,359.50 2,551,250.00 58,678.75 2,806,375.00 64,546.63 - - - - - - -


Jenis Pekerjaan : Langit-langit akustik (30 x 60) cm + rangka kayu borneo (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Akustik 30 x 60 cm Lbr 5.800 75,000.00 435,000.00 87,000.00 504,600.00 97,500.00 565,500.00 107,250.00 622,050.00 Paku Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46

Kayu borneo 0.023 1,962,500.00 45,137.50 2,276,500.00 52,359.50 2,551,250.00 58,678.75 2,806,375.00 64,546.63 - - - - - - -


Jenis Pekerjaan : Langit-langit akustik (30 x 30) cm + rangka kayu borneo (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Akustik 30 x 30 cm Lbr 11.500 75,000.00 862,500.00 87,000.00 1,000,500.00 97,500.00 1,121,250.00 107,250.00 1,233,375.00 Paku Kg 0.060 13,700.00 822.00 15,892.00 953.52 17,810.00 1,068.60 19,591.00 1,175.46

Kayu borneo, balok 0.027 1,962,500.00 52,987.50 2,276,500.00 61,465.50 2,551,250.00 68,883.75 2,806,375.00 75,772.13 - - - - - - -


Jenis Pekerjaan : Langit-langit gypsum board, tebal 9 mm (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Gypsum board (1200 x 2400 x Lbr 0.364 248,300.00 90,381.20 288,028.00 104,842.19 322,790.00 117,495.56 355,069.00 129,245.12 Paku sekrup Kg 0.110 35,000.00 3,850.00 40,600.00 4,466.00 45,500.00 5,005.00 50,050.00 5,505.50


M3

M3

M3

M3

Halaman 63


X. PEKERJAAN SANITASI

Jenis Pekerjaan : Memasang Kloset Duduk/Monoblok (SNI.Rev.2002) Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 3.300 59,900.00 197,670.00 69,484.00 229,297.20 77,870.00 256,971.00 85,657.00 282,668.10 Mandor Oh 0.160 104,000.00 16,640.00 120,640.00 19,302.40 135,200.00 21,632.00 148,720.00 23,795.20 Tukang Batu Oh 1.100 77,700.00 85,470.00 90,132.00 99,145.20 101,010.00 111,111.00 111,111.00 122,222.10 Kepala Tukang Oh 0.001 89,600.00 89.60 103,936.00 103.94 116,480.00 116.48 128,128.00 128.13

- - - - - - - II. BAHAN - - - - - - -

Kloset duduk/monoblok setara Bh 1.000 1,972,100.00 1,972,100.00 2,287,636.00 2,287,636.00 2,563,730.00 2,563,730.00 2,820,103.00 2,820,103.00 Perlengkapan (6% Harga Kloset Ls 1.000 118,326.00 118,326.00 137,258.16 137,258.16 153,823.80 153,823.80 169,206.18 169,206.18


Jenis Pekerjaan : Memasang Kloset Jongkok porselen (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 1.000 59,900.00 59,900.00 69,484.00 69,484.00 77,870.00 77,870.00 85,657.00 85,657.00 Mandor Oh 0.160 104,000.00 16,640.00 120,640.00 19,302.40 135,200.00 21,632.00 148,720.00 23,795.20 Tukang Batu Oh 1.500 77,700.00 116,550.00 90,132.00 135,198.00 101,010.00 151,515.00 111,111.00 166,666.50 Kepala Tukang Oh 1.500 89,600.00 134,400.00 103,936.00 155,904.00 116,480.00 174,720.00 128,128.00 192,192.00

- - - - - - - II. BAHAN - - - - - - -

Kloset Jongkok porselen Bh 1.000 298,900.00 298,900.00 346,724.00 346,724.00 388,570.00 388,570.00 427,427.00 427,427.00 Semen portland Kg 6.000 1,434.00 8,604.00 1,663.44 9,980.64 1,864.20 11,185.20 2,050.62 12,303.72

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45 - - - - - - -


Jenis Pekerjaan : Memasang Kloset Jongkok Teraso (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kloset Jongkok teraso Bh 1.000 298,900.00 298,900.00 346,724.00 346,724.00 388,570.00 388,570.00 427,427.00 427,427.00 Bata merah 5 x 11 x 22 cm Bh 7.000 1,500.00 10,500.00 1,740.00 12,180.00 1,950.00 13,650.00 2,145.00 15,015.00 Semen portland Kg 6.000 1,434.00 8,604.00 1,663.44 9,980.64 1,864.20 11,185.20 2,050.62 12,303.72

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45 - - - - - - -


Jenis Pekerjaan : Memasang Urinoir (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Urinoir Bh 1.000 1,613,500.00 1,613,500.00 1,871,660.00 1,871,660.00 2,097,550.00 2,097,550.00 2,307,305.00 2,307,305.00 Semen portland Kg 6.000 1,434.00 8,604.00 1,663.44 9,980.64 1,864.20 11,185.20 2,050.62 12,303.72

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45 Perlengkapan (30% Harga Urino Ls 1.000 484,050.00 484,050.00 561,498.00 561,498.00 629,265.00 629,265.00 692,191.50 692,191.50


Jenis Pekerjaan : Memasang saftafel (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Wastafel Bh 1.000 1,673,200.00 1,673,200.00 1,940,912.00 1,940,912.00 2,175,160.00 2,175,160.00 2,392,676.00 2,392,676.00 Semen abu-abu Kg 6.000 1,434.00 8,604.00 1,663.44 9,980.64 1,864.20 11,185.20 2,050.62 12,303.72

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45 Perlengkapan (12% Harga klose Ls 1.000 200,784.00 200,784.00 232,909.44 232,909.44 261,019.20 261,019.20 287,121.12 287,121.12


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Halaman 64


Jenis Pekerjaan : Memasang Bak Mandi Teraso Indeks 0,30 m³ (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bak Teraso Bh 1.000 286,900.00 286,900.00 332,804.00 332,804.00 372,970.00 372,970.00 410,267.00 410,267.00 Semen portland Kg 6.000 1,434.00 8,604.00 1,663.44 9,980.64 1,864.20 11,185.20 2,050.62 12,303.72

Pasir Pasang 0.010 131,500.00 1,315.00 152,540.00 1,525.40 170,950.00 1,709.50 188,045.00 1,880.45 - - - - - - -


Jenis Pekerjaan : Memasang Bak Mandi Fibreglass Indeks 0,30 m³ (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bak fibreglass Bh 1.000 621,500.00 621,500.00 720,940.00 720,940.00 807,950.00 807,950.00 888,745.00 888,745.00 Perlengkapan (18% Harga bak) Ls 1.000 111,870.00 111,870.00 129,769.20 129,769.20 145,431.00 145,431.00 159,974.10 159,974.10


Jenis Pekerjaan : Memasang Bak Mandi Batu Bata Indeks 0,30 m³ (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Batu Bata 0.400 1,500.00 600.00 1,740.00 696.00 1,950.00 780.00 2,145.00 858.00 Semen portland Kg 120.000 1,434.00 172,080.00 1,663.44 199,612.80 1,864.20 223,704.00 2,050.62 246,074.40

Pasir Pasang 0.300 131,500.00 39,450.00 152,540.00 45,762.00 170,950.00 51,285.00 188,045.00 56,413.50 Porselen (11 x 11) cm Bh 360.000 - - - - - - - Semen Nat Kg 6.000 2,032.00 12,192.00 2,357.12 14,142.72 2,641.60 15,849.60 2,905.76 17,434.56


Jenis Pekerjaan : Memasang badkip porselen (SNI.Rev.2002) (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Mandor Oh 0.250 104,000.00 26,000.00 120,640.00 30,160.00 135,200.00 33,800.00 148,720.00 37,180.00 Tukang Batu Oh 0.075 77,700.00 5,827.50 90,132.00 6,759.90 101,010.00 7,575.75 111,111.00 8,333.33 Kepala Tukang Oh 0.750 89,600.00 67,200.00 103,936.00 77,952.00 116,480.00 87,360.00 128,128.00 96,096.00

- - - - - - - II. BAHAN - - - - - - -

Badkip Bh 1.000 890,400.00 890,400.00 1,032,864.00 1,032,864.00 1,157,520.00 1,157,520.00 1,273,272.00 1,273,272.00 Perlengkapan (20% harga badk Ls 1.000 178,080.00 178,080.00 206,572.80 206,572.80 231,504.00 231,504.00 254,654.40 254,654.40


Jenis Pekerjaan :Membuat bak beton Indeks 1 m³ air (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 3.500 59,900.00 209,650.00 69,484.00 243,194.00 77,870.00 272,545.00 85,657.00 299,799.50 Tukang batu Oh 4.500 77,700.00 349,650.00 90,132.00 405,594.00 101,010.00 454,545.00 111,111.00 499,999.50 Kepala tukang Oh 0.900 89,600.00 80,640.00 103,936.00 93,542.40 116,480.00 104,832.00 128,128.00 115,315.20 Mandor Oh 0.900 104,000.00 93,600.00 120,640.00 108,576.00 135,200.00 121,680.00 148,720.00 133,848.00

- - - - - - - II. BAHAN - - - - - - -

Beton 1 : 1 ½ : 2 ½ 0.900 1,250,000.00 1,125,000.00 1,450,000.00 1,305,000.00 1,625,000.00 1,462,500.00 1,787,500.00 1,608,750.00 Besi beton Kg 180.000 24,800.00 4,464,000.00 28,768.00 5,178,240.00 32,240.00 5,803,200.00 35,464.00 6,383,520.00

Kayu cetakan 8.000 350,000.00 2,800,000.00 406,000.00 3,248,000.00 455,000.00 3,640,000.00 500,500.00 4,004,000.00

Ubin porselen 5.000 102,100.00 510,500.00 118,436.00 592,180.00 132,730.00 663,650.00 146,003.00 730,015.00 Perlengkapan (10% harga total Ls 1.000 172,690.00 172,690.00 200,320.40 200,320.40 224,497.00 224,497.00 246,946.70 246,946.70


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Halaman 65


Jenis Pekerjaan :Memasang bak fibreglass Indeks 1 m³ air (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bak fibreglass Bh 1.000 621,500.00 621,500.00 720,940.00 720,940.00 807,950.00 807,950.00 888,745.00 888,745.00 Perlengkapan (12% Harga bak) Ls 1.000 74,580.00 74,580.00 86,512.80 86,512.80 96,954.00 96,954.00 106,649.40 106,649.40


Jenis Pekerjaan :Memasang pipa penyalur air limbah jenis pipa tanah,diameter 15 cm (SNI.Rev.2002) Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.060 59,900.00 3,594.00 69,484.00 4,169.04 77,870.00 4,672.20 85,657.00 5,139.42 Tukang batu Oh 0.030 77,700.00 2,331.00 90,132.00 2,703.96 101,010.00 3,030.30 111,111.00 3,333.33 Kepala tukang Oh 0.003 89,600.00 268.80 103,936.00 311.81 116,480.00 349.44 128,128.00 384.38 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Pipa tanah Bh 1.600 250,000.00 400,000.00 290,000.00 464,000.00 325,000.00 520,000.00 357,500.00 572,000.00 Semen portland Kg 0.680 1,434.00 975.12 1,663.44 1,131.14 1,864.20 1,267.66 2,050.62 1,394.42

Pasir pasang 0.013 131,500.00 1,709.50 152,540.00 1,983.02 170,950.00 2,222.35 188,045.00 2,444.59

Pasir urug 0.011 101,600.00 1,117.60 117,856.00 1,296.42 132,080.00 1,452.88 145,288.00 1,598.17 - - - - - - -


Jenis Pekerjaan :Memasang pipa penyalur air limbah jenis pipa tanah,diameter 20 cm (SNI.Rev.2002) Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.080 59,900.00 4,792.00 69,484.00 5,558.72 77,870.00 6,229.60 85,657.00 6,852.56 Tukang batu Oh 0.040 77,700.00 3,108.00 90,132.00 3,605.28 101,010.00 4,040.40 111,111.00 4,444.44 Kepala tukang Oh 0.004 89,600.00 358.40 103,936.00 415.74 116,480.00 465.92 128,128.00 512.51 Mandor Oh 0.007 104,000.00 728.00 120,640.00 844.48 135,200.00 946.40 148,720.00 1,041.04

- - - - - - - II. BAHAN - - - - - - -

Pipa tanah Bh 1.600 250,000.00 400,000.00 290,000.00 464,000.00 325,000.00 520,000.00 357,500.00 572,000.00 Semen portland Kg 0.870 1,434.00 1,247.58 1,663.44 1,447.19 1,864.20 1,621.85 2,050.62 1,784.04

Pasir pasang 0.014 131,500.00 1,841.00 152,540.00 2,135.56 170,950.00 2,393.30 188,045.00 2,632.63

Pasir urug 0.014 101,600.00 1,422.40 117,856.00 1,649.98 132,080.00 1,849.12 145,288.00 2,034.03 - - - - - - -


Jenis Pekerjaan :Memasang pipa Beton ,diameter 15 - 20 cm (SNI.Rev.2002) Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02 - Pekerja Oh 0.140 59,900.00 8,386.00 69,484.00 9,727.76 77,870.00 10,901.80 85,657.00 11,991.98 Tukang batu Oh 0.070 77,700.00 5,439.00 90,132.00 6,309.24 101,010.00 7,070.70 111,111.00 7,777.77 Kepala tukang Oh 0.007 89,600.00 627.20 103,936.00 727.55 116,480.00 815.36 128,128.00 896.90 Mandor Oh 0.007 104,000.00 728.00 120,640.00 844.48 135,200.00 946.40 148,720.00 1,041.04

- - - - - - - II. BAHAN - - - - - - -

Pipa beton Bh 1.100 350,000.00 385,000.00 406,000.00 446,600.00 455,000.00 500,500.00 500,500.00 550,550.00 Batu bata Bh 0.027 1,500.00 40.50 1,740.00 46.98 1,950.00 52.65 2,145.00 57.92 Semen portland Kg 3.920 1,434.00 5,621.28 1,663.44 6,520.68 1,864.20 7,307.66 2,050.62 8,038.43

Pasir pasang 0.056 131,500.00 7,364.00 152,540.00 8,542.24 170,950.00 9,573.20 188,045.00 10,530.52

Pasir urug 0.024 101,600.00 2,438.40 117,856.00 2,828.54 132,080.00 3,169.92 145,288.00 3,486.91 - - - - - - -


Jenis Pekerjaan :Memasang pipa Beton ,diameter 30 - 100 cm (SNI.Rev.2002) Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pipa beton Bh 1.100 350,000.00 385,000.00 406,000.00 446,600.00 455,000.00 500,500.00 500,500.00 550,550.00

Batu bata 0.550 1,500.00 825.00 1,740.00 957.00 1,950.00 1,072.50 2,145.00 1,179.75 Semen portland Kg 10.300 1,434.00 14,770.20 1,663.44 17,133.43 1,864.20 19,201.26 2,050.62 21,121.39

Pasir pasang 0.061 131,500.00 8,021.50 152,540.00 9,304.94 170,950.00 10,427.95 188,045.00 11,470.75

Pasir urug 0.069 101,600.00 7,010.40 117,856.00 8,132.06 132,080.00 9,113.52 145,288.00 10,024.87 - - - - - - -


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Halaman 66


Jenis Pekerjaan :Memasang Bak Kontrol Pasangan Batu Bata Ukuran (30 x 30) cm Tinggi 35 cm (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 3.200 59,900.00 191,680.00 69,484.00 222,348.80 77,870.00 249,184.00 85,657.00 274,102.40 Tukang batu Oh 0.016 77,700.00 1,243.20 90,132.00 1,442.11 101,010.00 1,616.16 111,111.00 1,777.78 Kepala tukang Oh 1.015 89,600.00 90,944.00 103,936.00 105,495.04 116,480.00 118,227.20 128,128.00 130,049.92 Mandor Oh 0.002 104,000.00 156.00 120,640.00 180.96 135,200.00 202.80 148,720.00 223.08

- - - - - - - II. BAHAN - - - - - - -

Batu Bata 0.145 1,500.00 217.50 1,740.00 252.30 1,950.00 282.75 2,145.00 311.03 Semen portland Kg 44.000 1,434.00 63,096.00 1,663.44 73,191.36 1,864.20 82,024.80 2,050.62 90,227.28

Pasir Pasang 0.070 131,500.00 9,205.00 152,540.00 10,677.80 170,950.00 11,966.50 188,045.00 13,163.15

Batu Kerikil 0.070 289,200.00 20,244.00 335,472.00 23,483.04 375,960.00 26,317.20 413,556.00 28,948.92 Besi Beton Kg 1.600 24,800.00 39,680.00 28,768.00 46,028.80 32,240.00 51,584.00 35,464.00 56,742.40

Pasir Beton 0.060 227,100.00 13,626.00 263,436.00 15,806.16 295,230.00 17,713.80 324,753.00 19,485.18 - - - - - - -





I. UPAH 1.01 1.02 1.02Pekerja Oh 3.200 59,900.00 191,680.00 69,484.00 222,348.80 77,870.00 249,184.00 85,657.00 274,102.40 Mandor Oh 0.016 104,000.00 1,664.00 120,640.00 1,930.24 135,200.00 2,163.20 148,720.00 2,379.52 Tukang Batu Oh 1.015 77,700.00 78,865.50 90,132.00 91,483.98 101,010.00 102,525.15 111,111.00 112,777.67 Kepala Tukang Oh 0.002 89,600.00 134.40 103,936.00 155.90 116,480.00 174.72 128,128.00 192.19

- - - - - - - II. BAHAN - - - - - - -

Batu Bata Bh 0.145 1,500.00 217.50 1,740.00 252.30 1,950.00 282.75 2,145.00 311.03 Semen portland Kg 44.000 1,434.00 63,096.00 1,663.44 73,191.36 1,864.20 82,024.80 2,050.62 90,227.28

Pasir Pasang 0.070 131,500.00 9,205.00 152,540.00 10,677.80 170,950.00 11,966.50 188,045.00 13,163.15


Pasir Beton 0.060 227,100.00 13,626.00 263,436.00 15,806.16 295,230.00 17,713.80 324,753.00 19,485.18 - - - - - - -






- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.130 131,500.00 17,095.00 152,540.00 19,830.20 170,950.00 22,223.50 188,045.00 24,445.85


Pasir Beton 0.090 227,100.00 20,439.00 263,436.00 23,709.24 295,230.00 26,570.70 324,753.00 29,227.77 - - - - - - -





I. UPAH 1.01 1.02 1.02Pekerja Oh 2.160 59,900.00 129,384.00 69,484.00 150,085.44 77,870.00 168,199.20 85,657.00 185,019.12 Mandor Oh 0.108 104,000.00 11,232.00 120,640.00 13,029.12 135,200.00 14,601.60 148,720.00 16,061.76 Tukang Batu Oh 0.720 77,700.00 55,944.00 90,132.00 64,895.04 101,010.00 72,727.20 111,111.00 79,999.92 Tukang Gali Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.072 89,600.00 6,451.20 103,936.00 7,483.39 116,480.00 8,386.56 128,128.00 9,225.22

- - - - - - - II. BAHAN - - - - - - -


Pasir Pasang 0.184 131,500.00 24,196.00 152,540.00 28,067.36 170,950.00 31,454.80 188,045.00 34,600.28

Pasir Beton 0.120 289,200.00 34,704.00 335,472.00 40,256.64 375,960.00 45,115.20 413,556.00 49,626.72

Batu koral 0.033 24,800.00 818.40 28,768.00 949.34 32,240.00 1,063.92 35,464.00 1,170.31 Besi beton Kg 4.850 227,100.00 1,101,435.00 263,436.00 1,277,664.60 295,230.00 1,431,865.50 324,753.00 1,575,052.05


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Halaman 67


Jenis Pekerjaan :Memasang Pipa Galvanis Diameter ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.054 59,900.00 3,234.60 69,484.00 3,752.14 77,870.00 4,204.98 85,657.00 4,625.48 Tukang Batu Oh 0.090 77,700.00 6,993.00 90,132.00 8,111.88 101,010.00 9,090.90 111,111.00 9,999.99 Kepala Tukang Oh 0.009 89,600.00 806.40 103,936.00 935.42 116,480.00 1,048.32 128,128.00 1,153.15 Mandor Oh 0.027 104,000.00 2,808.00 120,640.00 3,257.28 135,200.00 3,650.40 148,720.00 4,015.44

- - - - - - - II. BAHAN - - - - - - -

Pipa Galvanis 1.200 1,034,400.00 1,241,280.00 1,199,904.00 1,439,884.80 1,344,720.00 1,613,664.00 1,479,192.00 1,775,030.40 Perlengkapan (35% Harga Pipa) Ls 1.000 362,040.00 362,040.00 419,966.40 419,966.40 470,652.00 470,652.00 517,717.20 517,717.20


Jenis Pekerjaan :Memasang Pipa Galvanis Diameter ¾" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Memasang Pipa Galvanis Diameter 1" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Memasang Pipa Galvanis Diameter 1 ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.108 59,900.00 6,469.20 69,484.00 7,504.27 77,870.00 8,409.96 85,657.00 9,250.96 Tukang Batu Oh 0.180 77,700.00 13,986.00 90,132.00 16,223.76 101,010.00 18,181.80 111,111.00 19,999.98 Kepala Tukang Oh 0.018 89,600.00 1,612.80 103,936.00 1,870.85 116,480.00 2,096.64 128,128.00 2,306.30 Mandor Oh 0.005 104,000.00 561.60 120,640.00 651.46 135,200.00 730.08 148,720.00 803.09

- - - - - - - II. BAHAN - - - - - - -


- - - - - - - -






- - - - - - - II. BAHAN - - - - - - -



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Halaman 68





I. UPAH 1.01 1.02 1.02Pekerja Oh 0.135 59,900.00 8,086.50 69,484.00 9,380.34 77,870.00 10,512.45 85,657.00 11,563.70 Tukang Batu Oh 0.225 77,700.00 17,482.50 90,132.00 20,279.70 101,010.00 22,727.25 111,111.00 24,999.98 Kepala Tukang Oh 0.023 89,600.00 2,016.00 103,936.00 2,338.56 116,480.00 2,620.80 128,128.00 2,882.88 Mandor Oh 0.007 104,000.00 707.20 120,640.00 820.35 135,200.00 919.36 148,720.00 1,011.30

- - - - - - - II. BAHAN - - - - - - -


- - - - - - - - - - - - - -


Jenis Pekerjaan :Memasang Pipa PVC Type AW Diameter ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pipa PVC M' 1.200 1,034,400.00 1,241,280.00 1,199,904.00 1,439,884.80 1,344,720.00 1,613,664.00 1,479,192.00 1,775,030.40 Perlengkapan (35% Harga Pipa) Ls 1.000 362,040.00 362,040.00 419,966.40 419,966.40 470,652.00 470,652.00 517,717.20 517,717.20


Jenis Pekerjaan :Memasang Pipa PVC Type AW Diameter ¾" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pipa PVC M' 1.200 250,000.00 300,000.00 290,000.00 348,000.00 325,000.00 390,000.00 357,500.00 429,000.00 Perlengkapan (35% Harga Pipa) Ls 1.000 87,500.00 87,500.00 101,500.00 101,500.00 113,750.00 113,750.00 125,125.00 125,125.00


Jenis Pekerjaan :Memasang Pipa PVC Type AW Diameter 1" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



M1

Halaman 69


Jenis Pekerjaan :Memasang Pipa PVC Type AW Diameter 1 ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -






I. UPAH 1.01 1.02 1.02Pekerja Oh 0.054 59,900.00 3,234.60 69,484.00 3,752.14 77,870.00 4,204.98 85,657.00 4,625.48 Tukang Batu Oh 0.090 77,700.00 6,993.00 90,132.00 8,111.88 101,010.00 9,090.90 111,111.00 9,999.99 Kepala Tukang Oh 0.009 89,600.00 806.40 103,936.00 935.42 116,480.00 1,048.32 128,128.00 1,153.15 Mandor Oh 0.003 104,000.00 280.80 120,640.00 325.73 135,200.00 365.04 148,720.00 401.54

- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan :Memasang Pipa PVC Type AW Diameter 2 ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -







- - - - - - - II. BAHAN - - - - - - -



Halaman 70


Jenis Pekerjaan :Memasang Bak Cuci Piring Stainless Steel (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bak Cuci Stainless Steel Bh 1.000 729,100.00 729,100.00 845,756.00 845,756.00 947,830.00 947,830.00 1,042,613.00 1,042,613.00 Water Drain + Assesories Set 1.000 250,000.00 250,000.00 290,000.00 290,000.00 325,000.00 325,000.00 357,500.00 357,500.00


Jenis Pekerjaan :Memasang Bak Cuci Piring Teraso(SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bak Cuci teraso Bh 1.000 286,900.00 286,900.00 332,804.00 332,804.00 372,970.00 372,970.00 410,267.00 410,267.00 Water Drain + Assesories Set 1.000 250,000.00 250,000.00 290,000.00 290,000.00 325,000.00 325,000.00 357,500.00 357,500.00 Semen portland Kg 20.000 1,434.00 28,680.00 1,663.44 33,268.80 1,864.20 37,284.00 2,050.62 41,012.40

Pasir 0.050 131,500.00 6,575.00 152,540.00 7,627.00 170,950.00 8,547.50 188,045.00 9,402.25 - - - - - - -


Jenis Pekerjaan :Memasang Kran Diameter ¾" atau ½" (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.010 59,900.00 599.00 69,484.00 694.84 77,870.00 778.70 85,657.00 856.57 Tukang Batu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kran Bh 1.000 53,800.00 53,800.00 62,408.00 62,408.00 69,940.00 69,940.00 76,934.00 76,934.00 Seal Tape Bh 0.025 8,900.00 222.50 10,324.00 258.10 11,570.00 289.25 12,727.00 318.18


Jenis Pekerjaan :Memasang Floor Drain (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.010 59,900.00 599.00 69,484.00 694.84 77,870.00 778.70 85,657.00 856.57 Tukang Batu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Floor Drain Bh 1.000 35,000.00 35,000.00 40,600.00 40,600.00 45,500.00 45,500.00 50,050.00 50,050.00 - - - - - - -


XI. PEKERJAAN BESI & ALUMINIUM

Jenis Pekerjaan :Pasang Rangka Atap Baja (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang Besi Oh 0.006 77,700.00 466.20 90,132.00 540.79 101,010.00 606.06 111,111.00 666.67 Pekerja Oh 0.060 59,900.00 3,594.00 69,484.00 4,169.04 77,870.00 4,672.20 85,657.00 5,139.42 Kepala Tukang Oh 0.006 89,600.00 537.60 103,936.00 623.62 116,480.00 698.88 128,128.00 768.77 Mandor Oh 0.000 104,000.00 31.20 120,640.00 36.19 135,200.00 40.56 148,720.00 44.62

- - - - - - - II. BAHAN - - - - - - -

Baja Profil WF Kg 1.100 26,300.00 28,930.00 30,508.00 33,558.80 34,190.00 37,609.00 37,609.00 41,369.90 Meni Besi Kg 0.080 43,500.00 3,480.00 50,460.00 4,036.80 56,550.00 4,524.00 62,205.00 4,976.40


M3

Halaman 71


Jenis Pekerjaan :Pasang pintu besi baja (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang besi konstruksi Oh 0.650 77,700.00 50,505.00 90,132.00 58,585.80 101,010.00 65,656.50 111,111.00 72,222.15 Pekerja Oh 0.650 59,900.00 38,935.00 69,484.00 45,164.60 77,870.00 50,615.50 85,657.00 55,677.05 Kepala tukang Oh 0.065 89,600.00 5,824.00 103,936.00 6,755.84 116,480.00 7,571.20 128,128.00 8,328.32 Mandor Oh 0.032 104,000.00 3,328.00 120,640.00 3,860.48 135,200.00 4,326.40 148,720.00 4,759.04

- - - - - - - II. BAHAN - - - - - - -

Pintu besi baja Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Jenis Pekerjaan :Pasang jendela besi (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang besi konstruksi Oh 1.050 77,700.00 81,585.00 90,132.00 94,638.60 101,010.00 106,060.50 111,111.00 116,666.55 Pekerja Oh 1.050 59,900.00 62,895.00 69,484.00 72,958.20 77,870.00 81,763.50 85,657.00 89,939.85 Kepala tukang Oh 0.105 89,600.00 9,408.00 103,936.00 10,913.28 116,480.00 12,230.40 128,128.00 13,453.44 Mandor Oh 0.005 104,000.00 546.00 120,640.00 633.36 135,200.00 709.80 148,720.00 780.78

- - - - - - - II. BAHAN - - - - - - -

Jendela besi Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Jenis Pekerjaan :Pasang jendela besi tahan api (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Jendela besi tahan api Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Jenis Pekerjaan :Pasang pintu gulung besi (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pintu gulung besi Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Jenis Pekerjaan :Pasang pintu lipat (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Pintu lipat Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Jenis Pekerjaan :Pasang pintu Sunscreen alluminium (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Sunscreen alluminium Kg 1.000 26,000.00 26,000.00 30,160.00 30,160.00 33,800.00 33,800.00 37,180.00 37,180.00 - - - - - - -


Halaman 72


Jenis Pekerjaan :Pasang pintu Rolling door (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Roll door 1.000 350,000.00 350,000.00 406,000.00 406,000.00 455,000.00 455,000.00 500,500.00 500,500.00 - - - - - - -


Jenis Pekerjaan :Pasang pintu alluminium (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang besi konstruksi Oh 0.430 77,700.00 33,411.00 90,132.00 38,756.76 101,010.00 43,434.30 111,111.00 47,777.73 Pekerja Oh 0.430 59,900.00 25,757.00 69,484.00 29,878.12 77,870.00 33,484.10 85,657.00 36,832.51 Kepala tukang Oh 0.004 89,600.00 385.28 103,936.00 446.92 116,480.00 500.86 128,128.00 550.95 Mandor Oh 0.002 104,000.00 208.00 120,640.00 241.28 135,200.00 270.40 148,720.00 297.44

- - - - - - - II. BAHAN - - - - - - -

Pintu alluminium 1.000 350,000.00 350,000.00 406,000.00 406,000.00 455,000.00 455,000.00 500,500.00 500,500.00 - - - - - - -


Jenis Pekerjaan :Pasang Vertikals blinds (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang kayu Oh 0.350 77,700.00 27,195.00 90,132.00 31,546.20 101,010.00 35,353.50 111,111.00 38,888.85 Pekerja Oh 0.350 59,900.00 20,965.00 69,484.00 24,319.40 77,870.00 27,254.50 85,657.00 29,979.95 Kepala tukang Oh 0.035 89,600.00 3,136.00 103,936.00 3,637.76 116,480.00 4,076.80 128,128.00 4,484.48 Mandor Oh 0.018 104,000.00 1,872.00 120,640.00 2,171.52 135,200.00 2,433.60 148,720.00 2,676.96

- - - - - - - II. BAHAN - - - - - - -

Roll door 1.000 350,000.00 350,000.00 406,000.00 406,000.00 455,000.00 455,000.00 500,500.00 500,500.00 - - - - - - -


Jenis Pekerjaan :Pasang terali besi(SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang las Oh 1.670 77,700.00 129,759.00 90,132.00 150,520.44 101,010.00 168,686.70 111,111.00 185,555.37 Pekerja Oh 1.670 59,900.00 100,033.00 69,484.00 116,038.28 77,870.00 130,042.90 85,657.00 143,047.19 Kepala tukang Oh 0.167 89,600.00 14,963.20 103,936.00 17,357.31 116,480.00 19,452.16 128,128.00 21,397.38 Mandor Oh 0.830 104,000.00 86,320.00 120,640.00 100,131.20 135,200.00 112,216.00 148,720.00 123,437.60

- - - - - - - II. BAHAN - - - - - - -

Besi strip 2 x 3 Kg 1.000 26,300.00 26,300.00 30,508.00 30,508.00 34,190.00 34,190.00 37,609.00 37,609.00 - - - - - - -


Jenis Pekerjaan :Pasang Kawat Harmonika (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kawat Harmonika 1.100 40,800.00 44,880.00 47,328.00 52,060.80 53,040.00 58,344.00 58,344.00 64,178.40 Paku biasa 1/2 " - 1" Kg 0.020 600.00 12.00 696.00 13.92 780.00 15.60 858.00 17.16

Kayu meranti,papan 0.002 1,374,500.00 2,474.10 1,594,420.00 2,869.96 1,786,850.00 3,216.33 1,965,535.00 3,537.96 - - - - - - -


Jenis Pekerjaan :Pasang Kawat Nyamuk (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.100 59,900.00 5,990.00 69,484.00 6,948.40 77,870.00 7,787.00 85,657.00 8,565.70 Tukang Besi Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kawat Nyamuk 1.100 36,700.00 40,370.00 42,572.00 46,829.20 47,710.00 52,481.00 52,481.00 57,729.10 Pengelasan cm 11.110 25,000.00 277,750.00 29,000.00 322,190.00 32,500.00 361,075.00 35,750.00 397,182.50 Baja Strip (0.2 x 2 ) cm kg 1.716 25,000.00 42,900.00 29,000.00 49,764.00 32,500.00 55,770.00 35,750.00 61,347.00

M2

M2

M2

M2

M3

M2

Halaman 73



Halaman 74


Jenis Pekerjaan :Pasang Kawat Kassa (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kawat Kassa 1.100 39,400.00 43,340.00 45,704.00 50,274.40 51,220.00 56,342.00 56,342.00 61,976.20 Paku biasa 1/2 " - 1" Kg 0.020 600.00 12.00 696.00 13.92 780.00 15.60 858.00 17.16



Jenis Pekerjaan :Pasang Kawat burung (SNI.Rev.2002)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kawat burung 1.100 39,400.00 43,340.00 45,704.00 50,274.40 51,220.00 56,342.00 56,342.00 61,976.20 Paku biasa 1/2 " - 1" Kg 0.020 600.00 12.00 696.00 13.92 780.00 15.60 858.00 17.16



Jenis Pekerjaan :Pasang jendela nako & tralis (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Jendela nako 1.100 350,000.00 385,000.00 406,000.00 446,600.00 455,000.00 500,500.00 500,500.00 550,550.00 Paku biasa 1/2 " - 1" atau skrup Buah 10.000 600.00 6,000.00 696.00 6,960.00 780.00 7,800.00 858.00 8,580.00 Besi strip Kg 7.000 26,300.00 184,100.00 30,508.00 213,556.00 34,190.00 239,330.00 37,609.00 263,263.00


Jenis Pekerjaan :Pasang talang datar, seng bjls 28 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Seng plat 3 x 6 bjls 28 Lbr 1.050 86,100.00 90,405.00 99,876.00 104,869.80 111,930.00 117,526.50 123,123.00 129,279.15 Paku biasa 1/2" - 1" Kg 0.015 600.00 9.00 696.00 10.44 780.00 11.70 858.00 12.87



Jenis Pekerjaan :Pasang talang miring, seng bjls 28 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




M2

M3

M2

M3

M2

M3

M3

Halaman 75


Jenis Pekerjaan :Pasang talang 1/2 lingkaran D-10 cm, seng bjls 28 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Kayu Oh 0.300 77,700.00 23,310.00 90,132.00 27,039.60 101,010.00 30,303.00 111,111.00 33,333.30 Kepala Tukang Oh 0.030 89,600.00 2,688.00 103,936.00 3,118.08 116,480.00 3,494.40 128,128.00 3,843.84 Mandor Oh 0.007 104,000.00 728.00 120,640.00 844.48 135,200.00 946.40 148,720.00 1,041.04

- - - - - - - II. BAHAN - - - - - - -


Seng Plat 1.050 75,000.00 78,750.00 87,000.00 91,350.00 97,500.00 102,375.00 107,250.00 112,612.50 Besi strip Kg 0.500 26,300.00 13,150.00 30,508.00 15,254.00 34,190.00 17,095.00 37,609.00 18,804.50


Jenis Pekerjaan :Pasang talang 1/2 lingkaran D-10 cm, seng bjls 24 (SNI.Rev.2007)Kuantitas Pekerjaan : M3 :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -


Seng Plat 1.050 75,000.00 78,750.00 87,000.00 91,350.00 97,500.00 102,375.00 107,250.00 112,612.50 Besi strip Kg 0.500 26,300.00 13,150.00 30,508.00 15,254.00 34,190.00 17,095.00 37,609.00 18,804.50


XII. PEKERJAAN KUNCI & KACA

Jenis Pekerjaan :Pasang Kunci Tanam antik (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kunci tanam antik Bh 1.000 273,100.00 273,100.00 316,796.00 316,796.00 355,030.00 355,030.00 390,533.00 390,533.00 - - - - - - -


Jenis Pekerjaan :Pasang Kunci Tanam biasa (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.010 59,900.00 599.00 69,484.00 694.84 77,870.00 778.70 85,657.00 856.57 Tukang Kayu Oh 0.500 77,700.00 38,850.00 90,132.00 45,066.00 101,010.00 50,505.00 111,111.00 55,555.50 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Kunci tanam biasa Bh 1.000 110,400.00 110,400.00 128,064.00 128,064.00 143,520.00 143,520.00 157,872.00 157,872.00 - - - - - - -


Jenis Pekerjaan :Pasang Kunci Tanam kamar mandi (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.005 59,900.00 299.50 69,484.00 347.42 77,870.00 389.35 85,657.00 428.29 Tukang Kayu Oh 0.500 77,700.00 38,850.00 90,132.00 45,066.00 101,010.00 50,505.00 111,111.00 55,555.50 Kepala Tukang Oh 0.005 89,600.00 448.00 103,936.00 519.68 116,480.00 582.40 128,128.00 640.64 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Kunci tanam kamar mandi Bh 1.000 364,600.00 364,600.00 422,936.00 422,936.00 473,980.00 473,980.00 521,378.00 521,378.00 - - - - - - -


M3

M3

Halaman 76


Jenis Pekerjaan :Pasang Kunci silinder (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.005 59,900.00 299.50 69,484.00 347.42 77,870.00 389.35 85,657.00 428.29 Tukang Kayu Oh 0.500 77,700.00 38,850.00 90,132.00 45,066.00 101,010.00 50,505.00 111,111.00 55,555.50 Kepala Tukang Oh 0.005 89,600.00 448.00 103,936.00 519.68 116,480.00 582.40 128,128.00 640.64 Mandor Oh 0.000 104,000.00 26.00 120,640.00 30.16 135,200.00 33.80 148,720.00 37.18

- - - - - - - II. BAHAN - - - - - - -

Kunci silinder Bh 1.000 149,400.00 149,400.00 173,304.00 173,304.00 194,220.00 194,220.00 213,642.00 213,642.00 - - - - - - -


Jenis Pekerjaan :Pasang Engsel Pintu (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.015 59,900.00 898.50 69,484.00 1,042.26 77,870.00 1,168.05 85,657.00 1,284.86 Tukang Kayu Oh 0.150 77,700.00 11,655.00 90,132.00 13,519.80 101,010.00 15,151.50 111,111.00 16,666.65 Kepala Tukang Oh 0.015 89,600.00 1,344.00 103,936.00 1,559.04 116,480.00 1,747.20 128,128.00 1,921.92 Mandor Oh 0.001 104,000.00 78.00 120,640.00 90.48 135,200.00 101.40 148,720.00 111.54

- - - - - - - II. BAHAN - - - - - - -

Engsel Pintu Bh 1.000 18,100.00 18,100.00 20,996.00 20,996.00 23,530.00 23,530.00 25,883.00 25,883.00 - - - - - - -


Jenis Pekerjaan :Pasang Engsel Jendela kupu-kupu (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.010 59,900.00 599.00 69,484.00 694.84 77,870.00 778.70 85,657.00 856.57 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.001 104,000.00 52.00 120,640.00 60.32 135,200.00 67.60 148,720.00 74.36

- - - - - - - II. BAHAN - - - - - - -

Engsel Jendela Bh 1.000 13,500.00 13,500.00 15,660.00 15,660.00 17,550.00 17,550.00 19,305.00 19,305.00 - - - - - - -


Jenis Pekerjaan :Pasang Engsel angin (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Engsel angin Bh 1.000 85,000.00 85,000.00 98,600.00 98,600.00 110,500.00 110,500.00 121,550.00 121,550.00 - - - - - - -


Jenis Pekerjaan :Pasang spring knipKuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Spring knip Bh 1.000 98,500.00 98,500.00 114,260.00 114,260.00 128,050.00 128,050.00 140,855.00 140,855.00 - - - - - - -


Jenis Pekerjaan :Pasang kait angin (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kait angin Bh 1.000 14,900.00 14,900.00 17,284.00 17,284.00 19,370.00 19,370.00 21,307.00 21,307.00 - - - - - - -


Halaman 77


Jenis Pekerjaan :Pasang door closer (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Door closer Bh 1.000 124,800.00 124,800.00 144,768.00 144,768.00 162,240.00 162,240.00 178,464.00 178,464.00 - - - - - - -


Jenis Pekerjaan :Pasang kunci selot (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kunci selot Bh 1.000 72,900.00 72,900.00 84,564.00 84,564.00 94,770.00 94,770.00 104,247.00 104,247.00 - - - - - - -


Jenis Pekerjaan :Pasang pegangan pintu/door holder (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Door holder Bh 1.000 77,700.00 77,700.00 90,132.00 90,132.00 101,010.00 101,010.00 111,111.00 111,111.00 - - - - - - -


Jenis Pekerjaan :Pasang door stop (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.010 59,900.00 599.00 69,484.00 694.84 77,870.00 778.70 85,657.00 856.57 Tukang Kayu Oh 0.100 77,700.00 7,770.00 90,132.00 9,013.20 101,010.00 10,101.00 111,111.00 11,111.10 Kepala Tukang Oh 0.010 89,600.00 896.00 103,936.00 1,039.36 116,480.00 1,164.80 128,128.00 1,281.28 Mandor Oh 0.001 104,000.00 52.00 120,640.00 60.32 135,200.00 67.60 148,720.00 74.36

- - - - - - - II. BAHAN - - - - - - -

Door stop Bh 1.000 350,000.00 350,000.00 406,000.00 406,000.00 455,000.00 455,000.00 500,500.00 500,500.00 - - - - - - -


Jenis Pekerjaan :Pasang rel pintu dorong (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Rel pintu dorong 1.000 1,374,500.00 1,374,500.00 1,594,420.00 1,594,420.00 1,786,850.00 1,786,850.00 1,965,535.00 1,965,535.00 - - - - - - -


Jenis Pekerjaan :Pasang kunci lemari (SNI.Rev.2002)Kuantitas Pekerjaan : Bh :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kunci lemari Bh 1.000 227,500.00 227,500.00 263,900.00 263,900.00 295,750.00 295,750.00 325,325.00 325,325.00 - - - - - - -


M²

Halaman 78


Jenis Pekerjaan : Pasang kaca, tebal 3 mm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.015 59,900.00 898.50 69,484.00 1,042.26 77,870.00 1,168.05 85,657.00 1,284.86 Tukang Kayu Oh 0.150 77,700.00 11,655.00 90,132.00 13,519.80 101,010.00 15,151.50 111,111.00 16,666.65 Kepala Tukang Oh 0.015 89,600.00 1,344.00 103,936.00 1,559.04 116,480.00 1,747.20 128,128.00 1,921.92 Mandor Oh 0.001 104,000.00 78.00 120,640.00 90.48 135,200.00 101.40 148,720.00 111.54

- - - - - - - II. BAHAN - - - - - - -

Kaca 1.100 228,000.00 250,800.00 264,480.00 290,928.00 296,400.00 326,040.00 326,040.00 358,644.00 - - - - - - -






- - - - - - - II. BAHAN - - - - - - -

Kaca 1.100 228,000.00 250,800.00 264,480.00 290,928.00 296,400.00 326,040.00 326,040.00 358,644.00 - - - - - - -






- - - - - - - II. BAHAN - - - - - - -

Kaca 1.100 228,000.00 250,800.00 264,480.00 290,928.00 296,400.00 326,040.00 326,040.00 358,644.00 - - - - - - -


Jenis Pekerjaan : Pasang kaca buram, tebal 12 mm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kaca buram 1.100 721,600.00 793,760.00 837,056.00 920,761.60 938,080.00 1,031,888.00 1,031,888.00 1,135,076.80 Sealent Kg 0.050 22,900.00 1,145.00 26,564.00 1,328.20 29,770.00 1,488.50 32,747.00 1,637.35


Jenis Pekerjaan : Pasang kaca cermin, tebal 5 mm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kaca cermin 1.100 231,200.00 254,320.00 268,192.00 295,011.20 300,560.00 330,616.00 330,616.00 363,677.60 - - - - - - -






- - - - - - - II. BAHAN - - - - - - -

Kaca cermin 1.100 231,200.00 254,320.00 268,192.00 295,011.20 300,560.00 330,616.00 330,616.00 363,677.60 - - - - - - -


: M2

M2

: M2

M2

: M2

M2

: M2

M2

: M2

M2

: M2

M2

Halaman 79






- - - - - - - II. BAHAN - - - - - - -

Kaca cermin 1.100 231,200.00 254,320.00 268,192.00 295,011.20 300,560.00 330,616.00 330,616.00 363,677.60 - - - - - - -


Jenis Pekerjaan : Pasang kaca "wireglass", tebal 5 mm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kaca wireglass 1.100 750,000.00 825,000.00 870,000.00 957,000.00 975,000.00 1,072,500.00 1,072,500.00 1,179,750.00 - - - - - - -


Jenis Pekerjaan : Pasang kaca patri, tebal 5 mm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kaca patri 1.100 894,600.00 984,060.00 1,037,736.00 1,141,509.60 1,162,980.00 1,279,278.00 1,279,278.00 1,407,205.80 - - - - - - -


XIII. PEKERJAAN PENUTUP LANTAI & DINDING

Jenis Pekerjaan : Pasang lantai ubin pc abu-abu ukuran 40 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.250 59,900.00 14,975.00 69,484.00 17,371.00 77,870.00 19,467.50 85,657.00 21,414.25 Tukang batu Oh 0.120 77,700.00 9,324.00 90,132.00 10,815.84 101,010.00 12,121.20 111,111.00 13,333.32 Kepala Tukang Oh 0.012 89,600.00 1,075.20 103,936.00 1,247.23 116,480.00 1,397.76 128,128.00 1,537.54 Mandor Oh 0.013 104,000.00 1,300.00 120,640.00 1,508.00 135,200.00 1,690.00 148,720.00 1,859.00

- - - - - - - II. BAHAN - - - - - - -

Ubin abu-abu 40 x 40 cm Bh 6.630 75,000.00 497,250.00 87,000.00 576,810.00 97,500.00 646,425.00 107,250.00 711,067.50 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08

Pasir pasang 0.045 131,500.00 5,917.50 152,540.00 6,864.30 170,950.00 7,692.75 188,045.00 8,462.03 - - - - - - -





I. UPAH 1.01 1.02 1.02Pekerja Oh 0.260 59,900.00 15,574.00 69,484.00 18,065.84 77,870.00 20,246.20 85,657.00 22,270.82 Tukang batu Oh 0.125 77,700.00 9,712.50 90,132.00 11,266.50 101,010.00 12,626.25 111,111.00 13,888.88 Kepala Tukang Oh 0.013 89,600.00 1,120.00 103,936.00 1,299.20 116,480.00 1,456.00 128,128.00 1,601.60 Mandor Oh 0.013 104,000.00 1,352.00 120,640.00 1,568.32 135,200.00 1,757.60 148,720.00 1,933.36

- - - - - - - II. BAHAN - - - - - - -

Ubin abu-abu 30 x 30 cm Bh 11.870 75,000.00 890,250.00 87,000.00 1,032,690.00 97,500.00 1,157,325.00 107,250.00 1,273,057.50 Semen portland Kg 10.000 1,434.00 14,340.00 1,663.44 16,634.40 1,864.20 18,642.00 2,050.62 20,506.20

Pasir pasang 0.045 131,500.00 5,917.50 152,540.00 6,864.30 170,950.00 7,692.75 188,045.00 8,462.03 - - - - - - -


: M2

M2

: M2

M2

: M2

M2

: M2

M3

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M3

Halaman 80






- - - - - - - II. BAHAN - - - - - - -

Ubin abu-abu 20 x 20 cm Bh 26.500 65,000.00 1,722,500.00 75,400.00 1,998,100.00 84,500.00 2,239,250.00 92,950.00 2,463,175.00 Semen portland Kg 10.400 1,434.00 14,913.60 1,663.44 17,299.78 1,864.20 19,387.68 2,050.62 21,326.45

Pasir pasang 0.045 131,500.00 5,917.50 152,540.00 6,864.30 170,950.00 7,692.75 188,045.00 8,462.03 - - - - - - -


Jenis Pekerjaan : Pasang lantai ubin warna ukuran 40 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin warna 40 x 40 cm Bh 6.630 85,000.00 563,550.00 98,600.00 653,718.00 110,500.00 732,615.00 121,550.00 805,876.50 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08

Pasir pasang 0.045 131,500.00 5,917.50 152,540.00 6,864.30 170,950.00 7,692.75 188,045.00 8,462.03 Semen warna Kg 1.300 2,032.00 2,641.60 2,357.12 3,064.26 2,641.60 3,434.08 2,905.76 3,777.49






- - - - - - - II. BAHAN - - - - - - -

Ubin warna 40 x 40 cm Bh 6.630 85,000.00 563,550.00 98,600.00 653,718.00 110,500.00 732,615.00 121,550.00 805,876.50 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08







- - - - - - - II. BAHAN - - - - - - -

Ubin warna 20 x 20 cm Bh 26.500 65,000.00 1,722,500.00 75,400.00 1,998,100.00 84,500.00 2,239,250.00 92,950.00 2,463,175.00 Semen portland Kg 10.400 1,434.00 14,913.60 1,663.44 17,299.78 1,864.20 19,387.68 2,050.62 21,326.45



Jenis Pekerjaan : Pasang lantai Teraso ukuran 40 X 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin teraso 40 x 40 cm Bh 6.630 85,000.00 563,550.00 98,600.00 653,718.00 110,500.00 732,615.00 121,550.00 805,876.50 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08



: M2

M3

: M2

M3

: M2

M3

: M2

M3

: M2

M3

Halaman 81


Jenis Pekerjaan : Pasang lantai Teraso ukuran 30 X 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin teraso 40 x 40 cm Bh 11.875 85,000.00 1,009,375.00 98,600.00 1,170,875.00 110,500.00 1,312,187.50 121,550.00 1,443,406.25 Semen portland Kg 10.000 1,434.00 14,340.00 1,663.44 16,634.40 1,864.20 18,642.00 2,050.62 20,506.20



Jenis Pekerjaan : Pasang lantai ubin granito ukuran 40 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin granito 40 x 40 cm Bh 6.630 125,000.00 828,750.00 145,000.00 961,350.00 162,500.00 1,077,375.00 178,750.00 1,185,112.50 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08



Jenis Pekerjaan : Pasang lantai ubin granito ukuran 30 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin granito 30 x 30 cm Bh 11.870 125,000.00 1,483,750.00 145,000.00 1,721,150.00 162,500.00 1,928,875.00 178,750.00 2,121,762.50 Semen portland Kg 10.000 1,434.00 14,340.00 1,663.44 16,634.40 1,864.20 18,642.00 2,050.62 20,506.20



Jenis Pekerjaan : Pasang lantai ubin teralux marmer ukuran 40 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin teralux marmer 40 x 40 c Bh 6.630 150,000.00 994,500.00 174,000.00 1,153,620.00 195,000.00 1,292,850.00 214,500.00 1,422,135.00 Semen portland Kg 9.800 1,434.00 14,053.20 1,663.44 16,301.71 1,864.20 18,269.16 2,050.62 20,096.08

Pasir pasang 0.045 131,500.00 5,917.50 152,540.00 6,864.30 170,950.00 7,692.75 188,045.00 8,462.03 Semen warna Kg 0.013 2,032.00 26.42 2,357.12 30.64 2,641.60 34.34 2,905.76 37.77


Jenis Pekerjaan : Pasang lantai ubin teralux marmer ukuran 30 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin teralux marmer 30 x 30 c Bh 11.870 150,000.00 1,780,500.00 174,000.00 2,065,380.00 195,000.00 2,314,650.00 214,500.00 2,546,115.00 Semen portland Kg 10.000 1,434.00 14,340.00 1,663.44 16,634.40 1,864.20 18,642.00 2,050.62 20,506.20



: M2

M3

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M3

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M3

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M3

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M3

Halaman 82


Jenis Pekerjaan : Pasang plint ubin pc abu-abu ukuran 15 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.090 59,900.00 5,391.00 69,484.00 6,253.56 77,870.00 7,008.30 85,657.00 7,709.13 Tukang batu Oh 0.090 77,700.00 6,993.00 90,132.00 8,111.88 101,010.00 9,090.90 111,111.00 9,999.99 Kepala Tukang Oh 0.009 89,600.00 806.40 103,936.00 935.42 116,480.00 1,048.32 128,128.00 1,153.15 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Plint ubin 15 x 20 cm 5.300 48,300.00 255,990.00 56,028.00 296,948.40 62,790.00 332,787.00 69,069.00 366,065.70 Semen portland Kg 1.650 1,434.00 2,366.10 1,663.44 2,744.68 1,864.20 3,075.93 2,050.62 3,383.52

Pasir pasang 0.004 131,500.00 526.00 152,540.00 610.16 170,950.00 683.80 188,045.00 752.18 - - - - - - -






- - - - - - - II. BAHAN - - - - - - -

Plint ubin 10 x 30 cm Bh 3.530 48,300.00 170,499.00 56,028.00 197,778.84 62,790.00 221,648.70 69,069.00 243,813.57 Semen portland Kg 1.240 1,434.00 1,778.16 1,663.44 2,062.67 1,864.20 2,311.61 2,050.62 2,542.77

Pasir pasang 0.003 131,500.00 394.50 152,540.00 457.62 170,950.00 512.85 188,045.00 564.14 - - - - - - -





I. UPAH 1.01 1.02 1.02Pekerja Oh 0.090 59,900.00 5,391.00 69,484.00 6,253.56 77,870.00 7,008.30 85,657.00 7,709.13 Tukang batu Oh 0.090 77,700.00 6,993.00 90,132.00 8,111.88 101,010.00 9,090.90 111,111.00 9,999.99 Kepala Tukang Oh 0.030 89,600.00 2,688.00 103,936.00 3,118.08 116,480.00 3,494.40 128,128.00 3,843.84 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -

Plint ubin 10 x 40 cm Bh 2.650 65,000.00 172,250.00 75,400.00 199,810.00 84,500.00 223,925.00 92,950.00 246,317.50 Semen portland Kg 2.562 1,434.00 3,673.91 1,663.44 4,261.73 1,864.20 4,776.08 2,050.62 5,253.69

Pasir pasang 0.003 131,500.00 394.50 152,540.00 457.62 170,950.00 512.85 188,045.00 564.14 - - - - - - -


Jenis Pekerjaan : Pasang plint ubin pc warna ukuran 10 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plint ubin pc warna 10 x 20 cm Bh 5.300 65,000.00 344,500.00 75,400.00 399,620.00 84,500.00 447,850.00 92,950.00 492,635.00 Semen portland Kg 1.140 1,434.00 1,634.76 1,663.44 1,896.32 1,864.20 2,125.19 2,050.62 2,337.71

Pasir pasang 0.003 131,500.00 394.50 152,540.00 457.62 170,950.00 512.85 188,045.00 564.14 Semen warna Kg 0.100 2,032.00 203.20 2,357.12 235.71 2,641.60 264.16 2,905.76 290.58






- - - - - - - II. BAHAN - - - - - - -




: M2

M3

M3

: M2

M3

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M3

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M3

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M3

Halaman 83






- - - - - - - II. BAHAN - - - - - - -




Jenis Pekerjaan : Pasang plint ubin teraso ukuran 10 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plint ubin teraso 10 x 30 cm Bh 3.530 65,000.00 229,450.00 75,400.00 266,162.00 84,500.00 298,285.00 92,950.00 328,113.50 Semen portland Kg 1.140 1,434.00 1,634.76 1,663.44 1,896.32 1,864.20 2,125.19 2,050.62 2,337.71



Jenis Pekerjaan : Pasang plint ubin teraso ukuran 10 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.090 59,900.00 5,391.00 69,484.00 6,253.56 77,870.00 7,008.30 85,657.00 7,709.13 Tukang batu Oh 0.090 77,700.00 6,993.00 90,132.00 8,111.88 101,010.00 9,090.90 111,111.00 9,999.99 Kepala Tukang Oh 0.009 89,600.00 806.40 103,936.00 935.42 116,480.00 1,048.32 128,128.00 1,153.15 Mandor Oh 0.005 104,000.00 520.00 120,640.00 603.20 135,200.00 676.00 148,720.00 743.60

- - - - - - - II. BAHAN - - - - - - -




Jenis Pekerjaan : Pasang plint ubin granito ukuran 10 x 40 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




Jenis Pekerjaan : Pasang plint ubin granito ukuran 10 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plint ubin granito 10 x 30 cm Bh 3.530 65,000.00 229,450.00 75,400.00 266,162.00 84,500.00 298,285.00 92,950.00 328,113.50 Semen portland Kg 1.140 1,434.00 1,634.76 1,663.44 1,896.32 1,864.20 2,125.19 2,050.62 2,337.71



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Halaman 84


Jenis Pekerjaan : Pasang teraso cor ditempat (SNI.Rev.2007) (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bahan teraso cor 0.003 85,000.00 272.00 98,600.00 315.52 110,500.00 353.60 121,550.00 388.96 - - - - - - -


Jenis Pekerjaan : Pasang teralux cor ditempat, tebal 3 cm (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bahan teralux cor 0.004 85,000.00 306.00 98,600.00 354.96 110,500.00 397.80 121,550.00 437.58 - - - - - - -


Jenis Pekerjaan : Pasang ubin tahan asam (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin tahan asam 1.050 85,000.00 89,250.00 98,600.00 103,530.00 110,500.00 116,025.00 121,550.00 127,627.50 Semen tahan asam Kg 14.140 1,434.00 20,276.76 1,663.44 23,521.04 1,864.20 26,359.79 2,050.62 28,995.77

Pasir pasang 0.040 131,500.00 5,260.00 152,540.00 6,101.60 170,950.00 6,838.00 188,045.00 7,521.80 - - - - - - -


Jenis Pekerjaan : Pasang lantai keramik artistik 10 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin keramik artistik 10 x 20 c Bh 53.000 85,000.00 4,505,000.00 98,600.00 5,225,800.00 110,500.00 5,856,500.00 121,550.00 6,442,150.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58



Jenis Pekerjaan : Pasang plint keramik artistik 10 x 10 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plint keramik artistik 10 x 10 c Bh 53.000 85,000.00 4,505,000.00 98,600.00 5,225,800.00 110,500.00 5,856,500.00 121,550.00 6,442,150.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58



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Halaman 85


Jenis Pekerjaan : Pasang plint keramik artistik 5 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plint keramik artistik 5 x 20 cm Bh 5.300 85,000.00 450,500.00 98,600.00 522,580.00 110,500.00 585,650.00 121,550.00 644,215.00 Semen portland Kg 0.570 1,434.00 817.38 1,663.44 948.16 1,864.20 1,062.59 2,050.62 1,168.85



Jenis Pekerjaan : Pasang plint keramik artistik 5 x 5 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Internal cove artistik 5 x 5 x 2 Bh 5.300 85,000.00 450,500.00 98,600.00 522,580.00 110,500.00 585,650.00 121,550.00 644,215.00 Semen portland Kg 0.570 1,434.00 817.38 1,663.44 948.16 1,864.20 1,062.59 2,050.62 1,168.85



Jenis Pekerjaan : Pasang plint vinyil tanpa adukan (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH - - - - - - - Pekerja Oh 0.080 59,900.00 4,792.00 69,484.00 5,558.72 77,870.00 6,229.60 85,657.00 6,852.56 Tukang batu Oh 0.080 77,700.00 6,216.00 90,132.00 7,210.56 101,010.00 8,080.80 111,111.00 8,888.88 Kepala Tukang Oh 0.008 89,600.00 716.80 103,936.00 831.49 116,480.00 931.84 128,128.00 1,025.02 Mandor Oh 0.004 104,000.00 416.00 120,640.00 482.56 135,200.00 540.80 148,720.00 594.88

- - - - - - - II. BAHAN - - - - - - -

Lt. vinyil karet 30 x 30 kwl l Bh 5.300 55,000.00 291,500.00 63,800.00 338,140.00 71,500.00 378,950.00 78,650.00 416,845.00 Lem vinyil Kg 0.570 36,400.00 20,748.00 42,224.00 24,067.68 47,320.00 26,972.40 52,052.00 29,669.64


Jenis Pekerjaan : Pasang Lantai Keramik 10 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin keramik artistik 10 x 20 c Bh 53.000 55,000.00 2,915,000.00 63,800.00 3,381,400.00 71,500.00 3,789,500.00 78,650.00 4,168,450.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58

Pasir pasang 0.042 131,500.00 5,523.00 152,540.00 6,406.68 170,950.00 7,179.90 188,045.00 7,897.89 Semen Warna Kg 2.750 2,032.00 5,588.00 2,357.12 6,482.08 2,641.60 7,264.40 2,905.76 7,990.84






- - - - - - - II. BAHAN - - - - - - -

Ubin keramik 15 x 15 cm Bh 44.000 55,000.00 2,420,000.00 63,800.00 2,807,200.00 71,500.00 3,146,000.00 78,650.00 3,460,600.00 Semen portland Kg 11.380 1,434.00 16,318.92 1,663.44 18,929.95 1,864.20 21,214.60 2,050.62 23,336.06



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Halaman 86






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- - - - - - - II. BAHAN - - - - - - -

Ubin keramik 33 x 33 cm Bh 10.000 85,000.00 850,000.00 98,600.00 986,000.00 110,500.00 1,105,000.00 121,550.00 1,215,500.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58



Jenis Pekerjaan : Pasang Lantai Keramik 33 x 33 cm anti Slip (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Ubin keramik 33 x 33 cm Bh 10.000 85,000.00 850,000.00 98,600.00 986,000.00 110,500.00 1,105,000.00 121,550.00 1,215,500.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58



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Halaman 87






- - - - - - - II. BAHAN - - - - - - -



- - Jumlah 2,904,439.54 Jumlah 3,369,149.87 Jumlah 3,775,771.40 Jumlah 4,153,348.54

Jenis Pekerjaan : Pasang Lantai mosaik 30 x 30 cm, ex lokal (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -




Jenis Pekerjaan : Pasang Lantai marmer (100 x 100) cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Marmer Bh 1.060 85,000.00 90,100.00 98,600.00 104,516.00 110,500.00 117,130.00 121,550.00 128,843.00 Semen portland Kg 8.190 1,434.00 11,744.46 1,663.44 13,623.57 1,864.20 15,267.80 2,050.62 16,794.58



Jenis Pekerjaan : Pasang lantai karpet 100% wool (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.170 59,900.00 10,183.00 69,484.00 11,812.28 77,870.00 13,237.90 85,657.00 14,561.69 Tukang batu Oh 0.170 77,700.00 13,209.00 90,132.00 15,322.44 101,010.00 17,171.70 111,111.00 18,888.87 Kepala Tukang Oh 0.017 89,600.00 1,523.20 103,936.00 1,766.91 116,480.00 1,980.16 128,128.00 2,178.18 Mandor Oh 0.009 104,000.00 884.00 120,640.00 1,025.44 135,200.00 1,149.20 148,720.00 1,264.12

- - - - - - - II. BAHAN - - - - - - -

Feltex carpet 100% wool-T-21 1.050 85,000.00 89,250.00 98,600.00 103,530.00 110,500.00 116,025.00 121,550.00 127,627.50 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


Jenis Pekerjaan : Pasang lantai karpet 80% wool, 20% nylon (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.170 59,900.00 10,183.00 69,484.00 11,812.28 77,870.00 13,237.90 85,657.00 14,561.69 Tukang batu Oh 0.170 77,700.00 13,209.00 90,132.00 15,322.44 101,010.00 17,171.70 111,111.00 18,888.87 Kepala Tukang Oh 0.017 89,600.00 1,523.20 103,936.00 1,766.91 116,480.00 1,980.16 128,128.00 2,178.18 Mandor Oh 0.009 104,000.00 884.00 120,640.00 1,025.44 135,200.00 1,149.20 148,720.00 1,264.12

- - - - - - - II. BAHAN - - - - - - -

Carpet 80% wool, 20% nylon 1.050 150,000.00 157,500.00 174,000.00 182,700.00 195,000.00 204,750.00 214,500.00 225,225.00 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


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Halaman 88


Jenis Pekerjaan : Pasang underlyer, tebal 6 mm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Underlyer tebal 6 mm/rubber c 1.050 150,000.00 157,500.00 174,000.00 182,700.00 195,000.00 204,750.00 214,500.00 225,225.00 Lem Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


Jenis Pekerjaan : Pasang lantai karpet (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Carpet 1.050 150,000.00 157,500.00 174,000.00 182,700.00 195,000.00 204,750.00 214,500.00 225,225.00 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


Jenis Pekerjaan : Pasang lantai parquet jati (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Parquet jati 1.050 150,000.00 157,500.00 174,000.00 182,700.00 195,000.00 204,750.00 214,500.00 225,225.00 Lem vinyil Kg 0.600 36,400.00 21,840.00 42,224.00 25,334.40 47,320.00 28,392.00 52,052.00 31,231.20


Jenis Pekerjaan : Pasang gymfloor (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Gymfloor 1.050 150,000.00 157,500.00 174,000.00 182,700.00 195,000.00 204,750.00 214,500.00 225,225.00 Lem vinyil Kg 0.600 36,400.00 21,840.00 42,224.00 25,334.40 47,320.00 28,392.00 52,052.00 31,231.20


Jenis Pekerjaan : Pasang dinding porselin 11 x 11 cm, putih (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Porselin 11 x 11 cm Bh 86.000 75,000.00 6,450,000.00 87,000.00 7,482,000.00 97,500.00 8,385,000.00 107,250.00 9,223,500.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77



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Halaman 89


Jenis Pekerjaan : Pasang dinding porselin 11 x 11 cm, warna (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Porselin 11 x 11 cm Bh 86.000 75,000.00 6,450,000.00 87,000.00 7,482,000.00 97,500.00 8,385,000.00 107,250.00 9,223,500.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77



Jenis Pekerjaan : Pasang dinding porselin 15 x 15 cm, putih (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Porselin 15 x 15 cm, putih Bh 45.000 75,000.00 3,375,000.00 87,000.00 3,915,000.00 97,500.00 4,387,500.00 107,250.00 4,826,250.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77







- - - - - - - II. BAHAN - - - - - - -

Porselin 10 x 20 cm, warna Bh 53.000 75,000.00 3,975,000.00 87,000.00 4,611,000.00 97,500.00 5,167,500.00 107,250.00 5,684,250.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77







- - - - - - - II. BAHAN - - - - - - -

Porselin 20 x 20 cm, warna Bh 26.500 75,000.00 1,987,500.00 87,000.00 2,305,500.00 97,500.00 2,583,750.00 107,250.00 2,842,125.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77



Jenis Pekerjaan : Pasang Dinding Keramik artistik 10 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Keramik artistik 10 x 20 cm Bh 53.000 75,000.00 3,975,000.00 87,000.00 4,611,000.00 97,500.00 5,167,500.00 107,250.00 5,684,250.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77

Pasir Pasang 0.018 131,500.00 2,367.00 152,540.00 2,745.72 170,950.00 3,077.10 188,045.00 3,384.81 Semen warna Kg 2.750 2,032.00 5,588.00 2,357.12 6,482.08 2,641.60 7,264.40 2,905.76 7,990.84


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Halaman 90


Jenis Pekerjaan : Pasang Dinding Keramik artistik 5 x 20 cm(SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




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Jenis Pekerjaan : Pasang Dinding Keramik 10 x 20 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -








- - - - - - - II. BAHAN - - - - - - -

Keramik 15 x 15 cm Bh 45.000 75,000.00 3,375,000.00 87,000.00 3,915,000.00 97,500.00 4,387,500.00 107,250.00 4,826,250.00 Semen abu-abu Kg 9.300 1,434.00 13,336.20 1,663.44 15,469.99 1,864.20 17,337.06 2,050.62 19,070.77







- - - - - - - II. BAHAN - - - - - - -








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Halaman 91


Jenis Pekerjaan : Pasang dinding marmer (100 x 100) cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Marmer Bh 1.020 125,000.00 127,500.00 145,000.00 147,900.00 162,500.00 165,750.00 178,750.00 182,325.00 Pacu pancing 60 x 230 Kg 2.000 75,000.00 150,000.00 87,000.00 174,000.00 97,500.00 195,000.00 107,250.00 214,500.00

Semen abu-abu 12.440 1,434.00 17,838.96 1,663.44 20,693.19 1,864.20 23,190.65 2,050.62 25,509.71 Pasir Pasang Kg 0.025 131,500.00 3,287.50 152,540.00 3,813.50 170,950.00 4,273.75 188,045.00 4,701.13 Semen warna 0.650 2,032.00 1,320.80 2,357.12 1,532.13 2,641.60 1,717.04 2,905.76 1,888.74


Jenis Pekerjaan Pasang dinding bata pelapis 7 x 3 x 24 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Bata pelapis dinding Bh 63.000 1,500.00 94,500.00 1,740.00 109,620.00 1,950.00 122,850.00 2,145.00 135,135.00 Semen abu-abu Kg 12.440 1,434.00 17,838.96 1,663.44 20,693.19 1,864.20 23,190.65 2,050.62 25,509.71 Semen Warna Kg 2.750 2,032.00 5,588.00 2,357.12 6,482.08 2,641.60 7,264.40 2,905.76 7,990.84

Pasir Pasang 0.025 131,500.00 3,287.50 152,540.00 3,813.50 170,950.00 4,273.75 188,045.00 4,701.13 - - - - - - -


Jenis Pekerjaan Pasang dinding batu paras (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Batu paras 1.100 - - - - - - - Semen abu-abu Kg 11.750 1,434.00 16,849.50 1,663.44 19,545.42 1,864.20 21,904.35 2,050.62 24,094.79

Pasir Pasang 0.035 131,500.00 4,602.50 152,540.00 5,338.90 170,950.00 5,983.25 188,045.00 6,581.58 - - - - - - -


Jenis Pekerjaan Pasang dinding batu tempel hitam (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Batu tempel hitam 1.100 233,100.00 256,410.00 270,396.00 297,435.60 303,030.00 333,333.00 333,333.00 366,666.30 Semen abu-abu Kg 11.750 1,434.00 16,849.50 1,663.44 19,545.42 1,864.20 21,904.35 2,050.62 24,094.79

Pasir Pasang 0.035 131,500.00 4,602.50 152,540.00 5,338.90 170,950.00 5,983.25 188,045.00 6,581.58 - - - - - - -


Jenis Pekerjaan : Pasang lantai vinyl karet 30 x 30 cm KL I (SNI.Rev.2007):Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang batu Oh 0.150 77,700.00 11,655.00 90,132.00 13,519.80 101,010.00 15,151.50 111,111.00 16,666.65 Kepala Tukang Oh 0.015 89,600.00 1,344.00 103,936.00 1,559.04 116,480.00 1,747.20 128,128.00 1,921.92 Mandor Oh 0.008 104,000.00 780.00 120,640.00 904.80 135,200.00 1,014.00 148,720.00 1,115.40

- - - - - - - II. BAHAN - - - - - - -

Vinyl karet 30 x 30 cm KL I Bh 11.870 85,000.00 1,008,950.00 98,600.00 1,170,382.00 110,500.00 1,311,635.00 121,550.00 1,442,798.50 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


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Halaman 92


Jenis Pekerjaan : Pasang lantai vinyl karet 30 x 30 cm KL II (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Vinyl karet 30 x 30 cm KL II Bh 11.870 85,000.00 1,008,950.00 98,600.00 1,170,382.00 110,500.00 1,311,635.00 121,550.00 1,442,798.50 Lem vinyil Kg 0.350 85,000.00 29,750.00 98,600.00 34,510.00 110,500.00 38,675.00 121,550.00 42,542.50


Jenis Pekerjaan : Pasang lantai vinyl asbes 30 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Vinyl asbes 30 x 30 cm Bh 11.870 85,000.00 1,008,950.00 98,600.00 1,170,382.00 110,500.00 1,311,635.00 121,550.00 1,442,798.50 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


Jenis Pekerjaan : Pasang lantai vinyl motif kembang 30 x 30 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Vinyl motif kembang ex DN Bh 11.870 85,000.00 1,008,950.00 98,600.00 1,170,382.00 110,500.00 1,311,635.00 121,550.00 1,442,798.50 Lem vinyil Kg 0.350 36,400.00 12,740.00 42,224.00 14,778.40 47,320.00 16,562.00 52,052.00 18,218.20


Jenis Pekerjaan : Pasang wall covering lebar 50 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Vinyl wall covering, lebar 50 c 2.200 85,000.00 187,000.00 98,600.00 216,920.00 110,500.00 243,100.00 121,550.00 267,410.00 Lem vinyil Kg 0.250 36,400.00 9,100.00 42,224.00 10,556.00 47,320.00 11,830.00 52,052.00 13,013.00


Jenis Pekerjaan : Pasang Floor Hardener ferrovax (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Floor Hardener ferrovax Kg 5.000 85,000.00 425,000.00 98,600.00 493,000.00 110,500.00 552,500.00 121,550.00 607,750.00 - - - - - - -


Jenis Pekerjaan : Pasang Floor Hardener mastercron (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Mastercron "S" Kg 5.000 75,000.00 375,000.00 87,000.00 435,000.00 97,500.00 487,500.00 107,250.00 536,250.00 - - - - - - -

: M2

: M2

: M2

: M2

M2

: M2

: M2

Halaman 93



Halaman 94


Jenis Pekerjaan : Plint kayu 2 x 10 cm (SNI.Rev.2007)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kayu jati papan 0.003 2,509,900.00 7,529.70 2,911,484.00 8,734.45 3,262,870.00 9,788.61 3,589,157.00 10,767.47 Paku skrup 3,5" Bh 0.050 500.00 25.00 580.00 29.00 650.00 32.50 715.00 35.75


XIV. PEKERJAAN PENGECATAN

Jenis Pekerjaan : Mengikis/mengerok permukaan cat tembok lama (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Soda api Kg 0.050 10,400.00 520.00 12,064.00 603.20 13,520.00 676.00 14,872.00 743.60 - - - - - - -


Jenis Pekerjaan : Mencuci Bidang Permukaan Tembok Yang Pernah Di Cat (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Sabun Kg 0.050 18,600.00 930.00 21,576.00 1,078.80 24,180.00 1,209.00 26,598.00 1,329.90 - - - - - - -


Jenis Pekerjaan : Mengerok Karat Cat Lama Permukaan Baja Dengan Cara Manual (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Sabun Kg 0.050 18,600.00 930.00 21,576.00 1,078.80 24,180.00 1,209.00 26,598.00 1,329.90 - - - - - - -


Jenis Pekerjaan : Pengecatan Bidang Kayu Lama (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.070 59,900.00 4,193.00 69,484.00 4,863.88 77,870.00 5,450.90 85,657.00 5,995.99 Tukang Cat Oh 0.075 77,700.00 5,827.50 90,132.00 6,759.90 101,010.00 7,575.75 111,111.00 8,333.33 Kepala Tukang Oh 0.008 89,600.00 672.00 103,936.00 779.52 116,480.00 873.60 128,128.00 960.96 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Plamir Kg 0.150 40,600.00 6,090.00 47,096.00 7,064.40 52,780.00 7,917.00 58,058.00 8,708.70 Cat Dasar Kg 0.170 39,900.00 6,783.00 46,284.00 7,868.28 51,870.00 8,817.90 57,057.00 9,699.69 Cat Penutup Kg 0.170 35,000.00 5,950.00 40,600.00 6,902.00 45,500.00 7,735.00 50,050.00 8,508.50


Jenis Pekerjaan : Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, 2 Lapis Cat Penutup (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.070 59,900.00 4,193.00 69,484.00 4,863.88 77,870.00 5,450.90 85,657.00 5,995.99 Tukang Cat Oh 0.009 77,700.00 699.30 90,132.00 811.19 101,010.00 909.09 111,111.00 1,000.00 Kepala Tukang Oh 0.006 89,600.00 537.60 103,936.00 623.62 116,480.00 698.88 128,128.00 768.77 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Cat meni Kg 0.200 29,900.00 5,980.00 34,684.00 6,936.80 38,870.00 7,774.00 42,757.00 8,551.40 Plamir Kg 0.150 40,600.00 6,090.00 47,096.00 7,064.40 52,780.00 7,917.00 58,058.00 8,708.70 Cat Dasar Kg 0.170 39,900.00 6,783.00 46,284.00 7,868.28 51,870.00 8,817.90 57,057.00 9,699.69 Cat Penutup 2 kali Kg 0.260 35,000.00 9,100.00 40,600.00 10,556.00 45,500.00 11,830.00 50,050.00 13,013.00


: M2

M3

: M2

: M2

: M2

: M2

: M2

Halaman 95


Jenis Pekerjaan : Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, Lapis Cat Penutup (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, Lapis Cat Penutup (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -



Jenis Pekerjaan : Pelaburan Bidang Kayu Dengan Teak Oil (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.040 59,900.00 2,396.00 69,484.00 2,779.36 77,870.00 3,114.80 85,657.00 3,426.28 Tukang Cat Oh 0.063 77,700.00 4,895.10 90,132.00 5,678.32 101,010.00 6,363.63 111,111.00 6,999.99 Kepala Tukang Oh 0.063 89,600.00 5,644.80 103,936.00 6,547.97 116,480.00 7,338.24 128,128.00 8,072.06 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Tear oil Ltr 0.360 38,300.00 13,788.00 44,428.00 15,994.08 49,790.00 17,924.40 54,769.00 19,716.84 - - - - - - -


Jenis Pekerjaan : Pelaburan Bidang Kayu Dengan Politur (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Tukang Cat Oh 0.060 77,700.00 4,662.00 90,132.00 5,407.92 101,010.00 6,060.60 111,111.00 6,666.66 Kepala Tukang Oh 0.016 89,600.00 1,433.60 103,936.00 1,662.98 116,480.00 1,863.68 128,128.00 2,050.05 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Politur Ltr 0.150 48,600.00 7,290.00 56,376.00 8,456.40 63,180.00 9,477.00 69,498.00 10,424.70 Politur jadi Ltr 0.372 50,000.00 18,600.00 58,000.00 21,576.00 65,000.00 24,180.00 71,500.00 26,598.00 Ampelas Lbr 2.000 8,900.00 17,800.00 10,324.00 20,648.00 11,570.00 23,140.00 12,727.00 25,454.00


Jenis Pekerjaan : Pelaburan Bidang Kayu Dengan Cat Residu Dan Ter (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Residu Atau Ter Ltr 0.350 51,800.00 18,130.00 60,088.00 21,030.80 67,340.00 23,569.00 74,074.00 25,925.90 - - - - - - -


: M2

: M2

: M2

: M2

: M2

Halaman 96


Jenis Pekerjaan : Pelaburan Bidang Kayu Dengan Vernis (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.160 59,900.00 9,584.00 69,484.00 11,117.44 77,870.00 12,459.20 85,657.00 13,705.12 Tukang Cat Oh 0.160 77,700.00 12,432.00 90,132.00 14,421.12 101,010.00 16,161.60 111,111.00 17,777.76 Kepala Tukang Oh 0.016 89,600.00 1,433.60 103,936.00 1,662.98 116,480.00 1,863.68 128,128.00 2,050.05 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Vernis Ltr 0.150 32,300.00 4,845.00 37,468.00 5,620.20 41,990.00 6,298.50 46,189.00 6,928.35 Dempul Kg 0.050 40,600.00 2,030.00 47,096.00 2,354.80 52,780.00 2,639.00 58,058.00 2,902.90 Ampelas Lbr 0.100 8,900.00 890.00 10,324.00 1,032.40 11,570.00 1,157.00 12,727.00 1,272.70 Kuas Bh 0.010 25,200.00 252.00 29,232.00 292.32 32,760.00 327.60 36,036.00 360.36


Jenis Pekerjaan : Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Plamir Kg 0.100 40,600.00 4,060.00 47,096.00 4,709.60 52,780.00 5,278.00 58,058.00 5,805.80 Cat Dasar Kg 0.100 39,900.00 3,990.00 46,284.00 4,628.40 51,870.00 5,187.00 57,057.00 5,705.70 Cat Penutup 2 x Kg 0.260 35,000.00 9,100.00 40,600.00 10,556.00 45,500.00 11,830.00 50,050.00 13,013.00


Jenis Pekerjaan : Pengecatan Tembok Lama (1 Lapis Cat Dasar, 2 Lapis Cat Penutup (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Cat Dasar Kg 0.120 39,900.00 4,788.00 46,284.00 5,554.08 51,870.00 6,224.40 57,057.00 6,846.84 Cat Penutup 2 x Kg 0.180 35,000.00 6,300.00 40,600.00 7,308.00 45,500.00 8,190.00 50,050.00 9,009.00


Jenis Pekerjaan : Melabur tembok dengan kalkarium (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Kalkarium Kg 0.100 55,000.00 5,500.00 63,800.00 6,380.00 71,500.00 7,150.00 78,650.00 7,865.00 - - - - - - -


Jenis Pekerjaan : Melabur tembok dengan kapur sirih (SNI.Rev.2002) (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.150 59,900.00 8,985.00 69,484.00 10,422.60 77,870.00 11,680.50 85,657.00 12,848.55 Tukang Cat Oh 0.001 77,700.00 77.70 90,132.00 90.13 101,010.00 101.01 111,111.00 111.11 Kepala Tukang Oh 0.000 89,600.00 8.96 103,936.00 10.39 116,480.00 11.65 128,128.00 12.81 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Ampelas Lbr 0.100 8,900.00 890.00 10,324.00 1,032.40 11,570.00 1,157.00 12,727.00 1,272.70 Alang-alang Ikat 0.250 25,000.00 6,250.00 29,000.00 7,250.00 32,500.00 8,125.00 35,750.00 8,937.50

Perancah kayu 0.002 1,900,000.00 3,800.00 2,204,000.00 4,408.00 2,470,000.00 4,940.00 2,717,000.00 5,434.00 Kapur sirih Kg 0.150 25,000.00 3,750.00 29,000.00 4,350.00 32,500.00 4,875.00 35,750.00 5,362.50


: M2

: M2

: M2

: M2

: M2

M3

Halaman 97


Jenis Pekerjaan : Melabur tembok dengan kapur sirih (untuk pemeliharaan) (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAH 1.01 1.02 1.02Pekerja Oh 0.040 59,900.00 2,396.00 69,484.00 2,779.36 77,870.00 3,114.80 85,657.00 3,426.28 Tukang Cat Oh 0.005 77,700.00 388.50 90,132.00 450.66 101,010.00 505.05 111,111.00 555.56 Kepala Tukang Oh 0.001 89,600.00 44.80 103,936.00 51.97 116,480.00 58.24 128,128.00 64.06 Mandor Oh 0.003 104,000.00 260.00 120,640.00 301.60 135,200.00 338.00 148,720.00 371.80

- - - - - - - II. BAHAN - - - - - - -

Perancah kayu 0.002 1,900,000.00 3,800.00 2,204,000.00 4,408.00 2,470,000.00 4,940.00 2,717,000.00 5,434.00 Kapur sirih Kg 0.300 25,000.00 7,500.00 29,000.00 8,700.00 32,500.00 9,750.00 35,750.00 10,725.00


Jenis Pekerjaan : Pemasangan wallpaper (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Wallpaper 1.200 64,500.00 77,400.00 74,820.00 89,784.00 83,850.00 100,620.00 92,235.00 110,682.00 Perekat Kg 0.200 36,400.00 7,280.00 42,224.00 8,444.80 47,320.00 9,464.00 52,052.00 10,410.40


Jenis Pekerjaan : Pengecatan Permukaan Baja dengan meni besi (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.020 59,900.00 1,198.00 69,484.00 1,389.68 77,870.00 1,557.40 85,657.00 1,713.14 Tukang Cat Oh 0.200 77,700.00 15,540.00 90,132.00 18,026.40 101,010.00 20,202.00 111,111.00 22,222.20 Kepala Tukang Oh 0.020 89,600.00 1,792.00 103,936.00 2,078.72 116,480.00 2,329.60 128,128.00 2,562.56 Mandor Oh 0.010 104,000.00 1,040.00 120,640.00 1,206.40 135,200.00 1,352.00 148,720.00 1,487.20

- - - - - - - II. BAHAN - - - - - - -

Meni besi Kg 0.100 43,500.00 4,350.00 50,460.00 5,046.00 56,550.00 5,655.00 62,205.00 6,220.50 Kuas Bh 0.010 25,200.00 252.00 29,232.00 292.32 32,760.00 327.60 36,036.00 360.36


Jenis Pekerjaan : Pengecatan Permukaan Baja dengan meni besi dan perancah (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.250 59,900.00 14,975.00 69,484.00 17,371.00 77,870.00 19,467.50 85,657.00 21,414.25 Tukang Cat Oh 0.225 77,700.00 17,482.50 90,132.00 20,279.70 101,010.00 22,727.25 111,111.00 24,999.98 Kepala Tukang Oh 0.023 89,600.00 2,016.00 103,936.00 2,338.56 116,480.00 2,620.80 128,128.00 2,882.88 Mandor Oh 0.008 104,000.00 780.00 120,640.00 904.80 135,200.00 1,014.00 148,720.00 1,115.40

- - - - - - - II. BAHAN - - - - - - -

Meni besi Kg 0.100 43,500.00 4,350.00 50,460.00 5,046.00 56,550.00 5,655.00 62,205.00 6,220.50 Kuas Bh 0.010 25,200.00 252.00 29,232.00 292.32 32,760.00 327.60 36,036.00 360.36

Perancah kayu 0.002 - - - - - - - -


Jenis Pekerjaan : Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Manual Sistem 1 Lapis Cat Mutakhir Dengan Tebal 200 um (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian



I. UPAHPekerja Oh 0.006 59,900.00 359.40 69,484.00 416.90 77,870.00 467.22 85,657.00 513.94 Tukang Cat Oh 0.060 77,700.00 4,662.00 90,132.00 5,407.92 101,010.00 6,060.60 111,111.00 6,666.66 Kepala Tukang Oh 0.012 89,600.00 1,075.20 103,936.00 1,247.23 116,480.00 1,397.76 128,128.00 1,537.54 Mandor Oh 0.006 104,000.00 624.00 120,640.00 723.84 135,200.00 811.20 148,720.00 892.32

- - - - - - - II. BAHAN - - - - - - -

Cat Kg 0.300 39,900.00 11,970.00 46,284.00 13,885.20 51,870.00 15,561.00 57,057.00 17,117.10 - - - - - - -


: M2

M3

: M2

M3

: M2

: M2

M3

: M2

Halaman 98


Jenis Pekerjaan : Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Manual 3 Lapis Cat Konvensional Dengan Tebal 200 um (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Cat Dasar Kg 0.110 39,900.00 4,389.00 46,284.00 5,091.24 51,870.00 5,705.70 57,057.00 6,276.27 Cat Antara Kg 0.170 35,000.00 5,950.00 40,600.00 6,902.00 45,500.00 7,735.00 50,050.00 8,508.50 Cat Penutup Kg 0.080 35,000.00 2,800.00 40,600.00 3,248.00 45,500.00 3,640.00 50,050.00 4,004.00


Jenis Pekerjaan : Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Semprot (Airless Spray) Dengan Sistem 1 Lapis Mutakhir Dengan Tebal 200 um (SNI.Rev.2002)Kuantitas Pekerjaan :Produksi Harian / Jam : Harian




- - - - - - - II. BAHAN - - - - - - -

Cat Dasar Kg 0.300 39,900.00 11,970.00 46,284.00 13,885.20 51,870.00 15,561.00 57,057.00 17,117.10 - -


: M2

: M2

Halaman 99

II. HARGA BAHAN DASAR & UPAH (BASIC PRICE) PER ZONA KABUPATEN KUTAI TIMUR PROPINSI KALIMANTAN TIMUR TAHUN 2010

No. Uraian Jenis Barang/Jasa/Kegiatan Satuan

Satuan Harga di Kabupaten / Kota

KeteranganKUTAI TIMUR

Zona I Zona II Zona III Zona IV

[1] [2] [3] [4] [5] [6] [7] [8]

II.1 BAHAN - BAHAN BANGUNAN

1. Bahan Dinding Dan Pondasi

1 Batu Gunung

- Batu Pasang (Bulat) 377,800.00 438,200.00 475,300.00 491,100.00

- Batu Pecah 14-15 cm 377,800.00 438,200.00 475,300.00 491,100.00

- Batu Pecah 5-7 cm 380,800.00 441,700.00 479,200.00 495,000.00

- Batu Pecah 3-5 cm 414,600.00 480,900.00 521,700.00 539,000.00

- Batu Pecah 2-3 cm 331,700.00 384,800.00 417,300.00 431,200.00

- Batu Pecah 1-2 cm 351,100.00 407,300.00 441,700.00 456,400.00

- Batu Pecah 0,5 -1 cm 352,200.00 408,600.00 443,200.00 457,900.00

- Batu Abu 220,100.00 255,300.00 276,900.00 286,100.00

- Sirtu 196,600.00 228,100.00 247,400.00 255,600.00

2 Batu padas 238,500.00 276,700.00 300,000.00 310,100.00

3 Batu kali 377,800.00 438,200.00 475,300.00 491,100.00

5 Kerikil / Koral

- Beton 196,600.00 228,100.00 247,400.00 255,600.00

- Biasa 174,100.00 202,000.00 219,100.00 226,300.00

- Halus 253,000.00 253,000.00 253,000.00 253,000.00

- Timbunan 220,000.00 220,000.00 220,000.00 220,000.00

6 Pasir

- Pasir pasangan 260,100.00 301,700.00 327,200.00 338,100.00

- Pasir beton/ cor 521,100.00 604,500.00 655,600.00 677,400.00

- Pasir urug 202,700.00 235,100.00 255,100.00 263,500.00

- Tanah urug / timbunan 63,500.00 73,700.00 79,800.00 82,600.00

7 Batu Bata Bh 600.00 700.00 800.00 800.00

8 Batu Tempel Palimanan 15x30 222,600.00 258,200.00 280,200.00 289,400.00

9 Batu Tempel Paras 15x30 M2 222,600.00 258,200.00 280,200.00 289,400.00

10 Batu Tempel Hitam M2 185,800.00 215,500.00 233,700.00 241,500.00

11 Batu Bataco Bh 4,400.00 5,100.00 5,600.00 5,700.00

12 Beton cetak ( paving stone)

- Segi empat 10.5x21x6 cm , 43/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi empat 10.5x21x6 cm , 43/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00





- Segi empat 10x10x6 cm , 95/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi empat 10x10x6 cm , 95/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi empat 30x30x6 cm , 10.89/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi empat 30x30x6 cm , 10.89/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi enam 6 cm, 36.5/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi enam 6 cm, 36.5/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi enam 8 cm, 36.5/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Segi enam 8 cm, 36.5/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Tiga berlian 8 cm, 37/m2 (natural) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Tiga berlian 8 cm, 37/m2 (warna) Bh 4,500.00 5,200.00 5,700.00 5,900.00

- Kansteen 15x20x30x50 cm (natural) Bh 34,300.00 39,800.00 43,200.00 44,600.00

13 Semen pc 50 kg Zak 63,700.00 73,900.00 80,100.00 82,800.00

14 Semen putih Kg 6,300.00 7,300.00 7,900.00 8,200.00

16 Beton Ready Mix

- Beton K- 175 1,454,100.00 1,544,200.00 1,565,600.00 1,610,500.00

- Beton K- 225 M3 1,656,700.00 1,759,400.00 1,783,800.00 1,834,900.00

- Beton K- 250 M3 1,742,500.00 1,850,500.00 1,876,200.00 1,930,000.00

- Beton K- 275 M3 1,811,100.00 1,923,400.00 1,950,100.00 2,006,000.00

- Beton K- 300 M3 1,879,800.00 1,996,300.00 2,024,000.00 2,082,000.00

- Beton K- 500 M3 2,450,000.00 2,650,000.00 2,750,000.00 2,850,000.00

17 Rapidrant Gln 297,400.00 297,400.00 297,400.00 297,400.00

18 Puzzdith - 100 XR Ltr 154,000.00 154,000.00 154,000.00 154,000.00

19 Storox - 100 Kg 100,900.00 100,900.00 100,900.00 100,900.00

M³M³M³M³M³M³M³M³M³M³M³

M³M³M³M³

M³M³M³M³

M²

M³

Halaman 100






[1] [2] [3] [4] [5] [6] [7] [8]

2. Bahan Atap

1 Sirap Ikat 63,500.00 73,700.00 79,800.00 82,600.00

2 Genteng

- Genteng flam Bh 2,500.00 2,900.00 3,300.00 3,300.00

- Karpus genteng flam Bh 2,100.00 2,400.00 2,600.00 2,700.00

- Genteng kodok Bh 2,000.00 2,300.00 2,500.00 2,600.00

- Karpus genteng kodok Bh 2,000.00 2,300.00 2,500.00 2,600.00

- Genteng beton Bh 3,500.00 4,100.00 4,400.00 4,600.00

- Genteng kaca Bh 3,700.00 4,300.00 4,700.00 4,800.00

- Genteng keramik Bh 5,200.00 6,000.00 6,500.00 6,800.00

- Nok genteng keramik Bh 6,100.00 7,100.00 7,700.00 7,900.00

- Nok genteng beton Bh 6,100.00 7,100.00 7,700.00 7,900.00

- Nok Genteng Metal Bh 15,300.00 17,700.00 19,200.00 19,900.00

- Nok standar 40 cm, swg 22 Bh 13,300.00 15,400.00 16,800.00 17,300.00

- Karpus genteng keramik Bh 17,600.00 20,400.00 22,100.00 22,900.00

- Genteng palentong Bh 17,600.00 20,400.00 22,100.00 22,900.00

- Genteng bubung palentong Bh 4,300.00 5,000.00 5,500.00 5,600.00

- Atap Aluminium Lbr 291,100.00 337,700.00 366,200.00 378,400.00

- Roof Light Fiber Glass 180 x 90 m Lbr 58,200.00 67,500.00 73,200.00 75,700.00

- Aluminium foil 70 m' dobel sheet Glng 858,500.00 995,900.00 1,080,200.00 1,116,100.00

- Aluminium foil 70 m' single sheet Glng 780,400.00 905,300.00 981,900.00 1,014,500.00

- Aluminium foil 70 m' single sheet M2 11,100.00 12,900.00 13,900.00 14,400.00

- Aluminium 0.55 mm Lbr 307,100.00 356,200.00 386,500.00 399,200.00

3 Asbes

- Gelombang uk. 2,5 x 92 cm Lbr 30,100.00 34,900.00 38,000.00 39,100.00

- Gelombang uk. 1,0 x 92 cm Lbr 34,300.00 39,800.00 43,200.00 44,600.00

- Rata uk. 2 x 1 meter Lbr 30,100.00 34,900.00 38,000.00 39,100.00

- Rata uk. 1 x1 meter Lbr 27,400.00 31,800.00 34,500.00 35,600.00

- Genteng Asbes 85 x 115 cm Lbr 27,400.00 31,800.00 34,500.00 35,600.00

- Bubungan Asbes Lbr 28,700.00 33,300.00 36,000.00 37,300.00

- Karpus Asbes Gelombang Besar Lbr 27,400.00 31,800.00 34,500.00 35,600.00

- Karpus Asbes Gelombang Kecil Lbr 34,300.00 39,800.00 43,200.00 44,600.00

- Pelat asbes tebal 6 mm Lbr 32,900.00 38,200.00 41,300.00 42,800.00



- Pelat asbes tebal 3,5 mm Lbr 59,400.00 59,400.00 59,400.00 59,400.00

4 Seng plastik Lbr 53,700.00 62,300.00 67,600.00 69,800.00

5 Seng Fiber Glass Lbr 56,300.00 65,300.00 70,900.00 73,200.00

6 Seng Gelombang

- BJLS 40 KI Lbr 112,600.00 130,600.00 141,700.00 146,400.00

- BJLS 30 KI Lbr 93,300.00 108,200.00 117,400.00 121,300.00

- BJLS 27 KI Lbr 65,600.00 76,100.00 82,600.00 85,300.00

- BJLS 20 KI Lbr 47,100.00 54,600.00 59,300.00 61,200.00

- BJLS 18 KI Lbr 34,300.00 39,800.00 43,200.00 44,600.00

7 Seng Rata / Plaat

- BJLS 40 KI Lbr 105,700.00 122,600.00 133,000.00 137,400.00

- BJLS 30 KI Lbr 88,000.00 102,100.00 110,800.00 114,400.00

- BJLS 27 KI Lbr 65,800.00 76,300.00 82,800.00 85,500.00

- BJLS 20 KI Lbr 49,400.00 57,300.00 62,100.00 64,200.00

- BJLS 18 KI Lbr 34,300.00 39,800.00 43,200.00 44,600.00

- Talang 30 cm m' 12,300.00 14,300.00 15,500.00 16,000.00

- Talang 40 cm m' 17,500.00 20,300.00 22,000.00 22,800.00

- Talang 45 cm m' 19,500.00 22,600.00 24,400.00 25,400.00

- Talang 50 cm m' 25,600.00 29,700.00 32,200.00 33,300.00

- Talang 60 cm m' 30,700.00 35,600.00 38,600.00 39,900.00

- Talang 90 cm m' 46,100.00 53,500.00 58,000.00 59,900.00

8 Bubungan Seng BJLS 30 Lbr 50,800.00 58,900.00 63,800.00 66,000.00

9 Ijuk kg 22,800.00 26,400.00 28,700.00 29,600.00

10 Atap Daun Lbr 2,500.00 2,900.00 3,300.00 3,300.00

11 Genteng Metal ( 1 Gelombang )

- Multi Roof Lbr 145,800.00 169,100.00 183,600.00 189,500.00

- Sakura Roof Lbr 92,100.00 106,800.00 116,000.00 119,700.00

- Surya Roof Lbr 76,800.00 89,100.00 96,600.00 99,800.00

Halaman 101






[1] [2] [3] [4] [5] [6] [7] [8]

3. Bahan Kaca

1 Kaca Bening Tebal 3 mm 115,700.00 134,200.00 145,600.00 150,400.00



4 Kaca Buram Tebal 3 mm 138,200.00 160,300.00 173,900.00 179,700.00

5 Kaca Buram Tebal 12 mm 665,400.00 771,900.00 837,200.00 865,000.00

6 Nako Set 174,100.00 202,000.00 219,100.00 226,300.00

7 Kaca Ryben Tebal 5 mm 144,400.00 167,500.00 181,600.00 187,700.00

8 Kaca Stopsol 315,500.00 315,500.00 315,500.00 315,500.00

9 Kaca Nako Antik Set 179,800.00 179,800.00 179,800.00 179,800.00

10 Kaca Cermin M2 268,700.00 311,700.00 338,100.00 349,300.00

11 Kaca Wireglass M2 223,000.00 223,000.00 223,000.00 223,000.00

12 Kaca Patri M2 1,116,400.00 1,295,000.00 1,404,700.00 1,451,300.00

4. Bahan Listrik

1 Titik Lampu + Instalasi Bh 87,300.00 101,300.00 109,700.00 113,500.00

2 Stop Kontak + Instalasi Bh 87,300.00 101,300.00 109,700.00 113,500.00

3 Stop Kontak Tunggal Bh 30,200.00 35,000.00 38,100.00 39,300.00

4 Stop Kontak Double Bh 39,800.00 46,200.00 50,100.00 51,700.00

5 Stop Kontak Tripel Bh 52,000.00 60,300.00 65,500.00 67,600.00

6 Sakelar Engkel Bh 22,500.00 26,100.00 28,300.00 29,300.00

7 Sakelar Double Bh 36,800.00 42,700.00 46,300.00 47,800.00

8 Kabel Listrik NYA 1,5 mm Roll 282,100.00 327,200.00 354,900.00 366,700.00

9 Kabel Listrik NYA 2,5 mm Roll 443,200.00 514,100.00 557,700.00 576,200.00

10 Kabel Listrik NYA 4 mm Roll 700,200.00 812,200.00 881,000.00 910,300.00

11 Kabel Listrik NYMHY 3 x 2,5 mm Roll 937,400.00 1,087,400.00 1,179,400.00 1,218,600.00

12 Zekering Kas Lokal 1 Group Bh 126,000.00 146,200.00 158,500.00 163,800.00



15 Pipa Listrik Besi Btg 24,700.00 28,700.00 31,200.00 32,100.00

16 Pipa Listrik Plastik Btg 16,200.00 18,800.00 20,400.00 21,100.00

17 Fitting Bh 15,100.00 17,500.00 19,000.00 19,600.00

18 T-Doos / Cabang Bh 3,700.00 4,300.00 4,700.00 4,800.00

19 Klemp Bh 16,200.00 18,800.00 20,400.00 21,100.00

20 Zekering Box 3 Phase Bh 70,800.00 82,100.00 89,100.00 92,000.00

21 Zekering Box 1 Phase Bh 38,300.00 44,400.00 48,200.00 49,800.00

22 Bola Lampu 5 watt Bh 28,800.00 33,400.00 36,100.00 37,400.00






5. Bahan Penggantung

1 Engsel 3" Psg 28,700.00 33,300.00 36,000.00 37,300.00

2 Engsel 4" Psg 34,800.00 40,400.00 43,800.00 45,200.00

3 Engsel Plastik/Nylon Bh 15,100.00 17,500.00 19,000.00 19,600.00

4 Engsel Pintu Kipas Bh 56,300.00 65,300.00 70,900.00 73,200.00

5 Hak Angin Bh 17,500.00 20,300.00 22,000.00 22,800.00

6 Kait Angin Bh 13,300.00 15,400.00 16,800.00 17,300.00

7 Espagnolet Lengkap Bh 26,200.00 30,400.00 33,000.00 34,100.00

8 Grendel Lokal Bh 25,600.00 29,700.00 32,200.00 33,300.00

9 Kunci Tanam union 1 x Slash Bh 144,400.00 167,500.00 181,600.00 187,700.00

10 Kunci Tanam union 2 x Slash Bh 334,900.00 388,500.00 421,500.00 435,400.00

11 Kunci Tanam Yale 1 x Slash Bh 62,800.00 72,800.00 79,000.00 81,600.00

12 Kunci Tanam Yale 2 x Slash Bh 74,500.00 86,400.00 93,700.00 96,900.00

13 Kunci tanam pendek Bh 85,800.00 99,500.00 107,900.00 111,500.00

14 Kunci tanam panjang Bh 46,100.00 53,500.00 58,000.00 59,900.00

15 Kunci Tanam Kamar mandi Bh 229,100.00 265,800.00 288,200.00 297,800.00

16 Kunci Silinder Bh 178,100.00 206,600.00 224,100.00 231,500.00

17 Kunci lemari Bh 66,500.00 77,100.00 83,700.00 86,500.00

18 Door Closer Bh 156,600.00 181,700.00 197,100.00 203,600.00

19 Kunci Slot Bh 66,400.00 77,000.00 83,600.00 86,300.00

M²M²M²M²M²

M²M²

Halaman 102






[1] [2] [3] [4] [5] [6] [7] [8]

20 Pegangan pintu ( door holder ) Bh 90,600.00 105,100.00 114,000.00 117,800.00

21 Door stop Bh 23,800.00 23,800.00 23,800.00 23,800.00

22 Rel pintu dorong M2 1,171,200.00 1,358,600.00 1,473,600.00 1,522,600.00

23 Roling door M2 1,171,200.00 1,358,600.00 1,473,600.00 1,522,600.00

24 Pintu Aluminium M2 664,600.00 770,900.00 836,200.00 864,000.00

25 Pintu Folding gate Bh 902,900.00 902,900.00 902,900.00 902,900.00

26 Vertikals blinds Bh 398,300.00 398,300.00 398,300.00 398,300.00

27 Spring knip Bh 87,900.00 102,000.00 110,600.00 114,300.00

28 Door holder Bh 105,800.00 105,800.00 105,800.00 105,800.00

6. Bahan Langit - Langit

1 Teakwood Lbr 59,000.00 68,400.00 74,200.00 76,700.00

2 Lem Aibon Kg 40,500.00 47,000.00 51,000.00 52,700.00

3 Plywood 3 mm Lbr 52,100.00 60,400.00 65,700.00 67,700.00

4 Plywood 4 mm Lbr 63,700.00 73,900.00 80,100.00 82,800.00

5 Plywood 5 mm Lbr 71,700.00 83,200.00 90,200.00 93,200.00

6 Plywood 6 mm Lbr 81,000.00 94,000.00 101,900.00 105,300.00

7 Plywood 9 mm Lbr 104,100.00 120,800.00 130,900.00 135,300.00

8 Plywood 12 mm Lbr 148,500.00 172,300.00 186,800.00 193,100.00

9 Jabarwood Bergaris Lbr 156,600.00 181,700.00 197,100.00 203,600.00

10 Jabarwood Polos Lbr 76,800.00 89,100.00 96,600.00 99,800.00

11 Acustik 30 x 60 Lbr 98,600.00 114,400.00 124,000.00 128,200.00

12 Eternit ( Asbes ) Lbr 26,200.00 30,400.00 33,000.00 34,100.00

13 Multiplek 4 mm Lbr 88,000.00 102,100.00 110,800.00 114,400.00

14 Multiplek 6 mm Lbr 102,400.00 118,800.00 128,800.00 133,100.00

15 Multiplek 9 mm Lbr 115,700.00 134,200.00 145,600.00 150,400.00

16 Gipsum 9 mm Lbr 63,700.00 73,900.00 80,100.00 82,800.00

17 Gipsum 12 mm Lbr 75,200.00 87,200.00 94,600.00 97,800.00

18 GRS 9 mm Lbr 239,000.00 277,200.00 300,700.00 310,700.00

19 GRS 12 mm Lbr 321,400.00 372,800.00 404,400.00 417,800.00

20 Kalsiboard 9 mm Lbr 57,900.00 67,200.00 72,800.00 75,300.00

21 Kalsiboard 12 mm Lbr 63,700.00 73,900.00 80,100.00 82,800.00

22 List Gipsun M' 68,700.00 79,700.00 86,500.00 89,300.00

23 List Eternit ( Asbes ) Lbr 21,700.00 25,200.00 27,300.00 28,200.00

24 Formika 4' x 3' Lbr 189,400.00 219,700.00 238,300.00 246,200.00

25 Soft board 4' x 8' x 4 mm Lbr 180,800.00 209,700.00 227,500.00 235,000.00

26 Akustik arm strong 60 x 120 cm Lbr 322,900.00 322,900.00 322,900.00 322,900.00

27 Profil Aluminium "T" M' 100,900.00 100,900.00 100,900.00 100,900.00

28 Ramset/Dyna Bolt Bh 201,800.00 201,800.00 201,800.00 201,800.00

29 Kawat Seng Polos Kg 16,900.00 16,900.00 16,900.00 16,900.00

7. Bahan Pipa

1 Pipa Besi ½" - 4 m Btg 57,600.00 66,800.00 72,500.00 74,900.00

2 Pipa Besi ½" - 6 m Btg 68,700.00 79,700.00 86,500.00 89,300.00

3 Pipa Besi ¾" - 4 m Btg 72,700.00 84,300.00 91,400.00 94,500.00

4 Pipa Besi 1,5" - 4 m Btg 120,800.00 140,100.00 152,000.00 157,000.00

5 Pipa Besi 2" - 4 m Btg 159,300.00 184,800.00 200,500.00 207,100.00

6 Pipa Besi 2,5" - 4 m Btg 226,600.00 262,900.00 285,200.00 294,600.00

7 Pipa Besi 3" - 4 m Btg 265,100.00 307,500.00 333,600.00 344,600.00

8 Pipa Besi 4" - 4 m Btg 350,400.00 406,500.00 440,800.00 455,500.00

8 Pipa Paralon 1" - 4 m Btg 54,400.00 63,100.00 68,400.00 70,700.00

9 Pipa Paralon ½" - 4 m Btg 31,200.00 36,200.00 39,300.00 40,600.00

10 Pipa Paralon 3/4" - 4 m Btg 37,000.00 42,900.00 46,500.00 48,100.00

11 Pipa Paralon 1,5" - 4 m Btg 93,700.00 108,700.00 117,900.00 121,800.00


13 Pipa Paralon 2,5" - 4 m Btg 171,100.00 198,500.00 215,300.00 222,400.00



16 Pipa Galvanis Btg 773,100.00 896,800.00 972,800.00 1,005,000.00 17 Pipa beton Btg 103,400.00 119,900.00 130,100.00 134,400.00

19 Waterstop lebar 150 mm M' 185,800.00 185,800.00 185,800.00 185,800.00






Halaman 103






[1] [2] [3] [4] [5] [6] [7] [8]

8. Bahan Besi

1 Besi Plaat 3 mm Lbr 622,500.00 622,500.00 622,500.00 622,500.00

2 Besi Plaat 2 mm Lbr 245,700.00 285,000.00 309,100.00 319,400.00

3 Besi Plaat 1 mm Lbr 515,300.00 597,700.00 648,300.00 669,900.00

4 Besi Beton Polos Kg 432,500.00 501,700.00 544,200.00 562,300.00

5 Besi Beton Ulir Kg 33,200.00 38,500.00 41,700.00 43,200.00

6 Besi Beton Polos ( Full )

- Besi beton ø 6 ( 5,0 ) x 11,0 m Btg 22,600.00 26,200.00 28,500.00 29,400.00












7 Besi Beton Polos ( Banci )











8 Besi Beton Ulir

- Besi beton ø 10 x 12,0 m Btg 82,400.00 95,600.00 103,600.00 107,100.00





9 Kawat Ikat Beton Kg 16,000.00 18,600.00 20,200.00 20,800.00

10 Kawat Nyamuk Beton M' 14,400.00 16,700.00 18,100.00 18,700.00

11 Kawat Nyamuk Almunium M' 15,300.00 17,700.00 19,200.00 19,900.00

12 Kawat Nyamuk Plastik M' 18,700.00 21,700.00 23,500.00 24,300.00

13 Kawat Duri Roll 107,000.00 124,100.00 134,700.00 139,100.00

14 Kawat Harmonika (Lubang Kecil) M' 32,500.00 32,500.00 32,500.00 32,500.00

15 Kawat Harmonika (Lubang Besar) M' 31,500.00 36,500.00 39,700.00 41,000.00

16 Kawat Kasa Ayak 1,5 ´ 0,5 cm M' 29,100.00 33,800.00 36,500.00 37,800.00

17 Kawat Kasa Ayak 2 x 2 cm M' 24,100.00 28,000.00 30,300.00 31,300.00

18 Kawat Wiremesh M6 Roll 3,787,900.00 4,394,000.00 4,765,900.00 4,924,300.00

19 Kawat Wiremesh Roll 4,591,500.00 5,326,100.00 5,777,100.00 5,969,000.00

20 Kawat burung M' 24,100.00 28,000.00 30,300.00 31,300.00

21 Teralis motif / besi tempa M2 884,000.00 1,025,400.00 1,112,300.00 1,149,200.00

22 Pagar BRC M' 673,200.00 780,900.00 847,000.00 875,200.00

23 Baja Profil WF Kg 16,300.00 18,900.00 20,500.00 21,200.00

24 Glass bit kawat beronjong Bh 15,300.00 15,300.00 15,300.00 15,300.00

25 Baut Kg 18,700.00 21,700.00 23,500.00 24,300.00

26 Besi Strip Kg 12,300.00 14,300.00 15,500.00 16,000.00

27 Formtie/penjaga jarak bekisting/spacer M' 16,300.00 18,900.00 20,500.00 21,200.00

28 Pintu besi baja M' 53,100.00 61,600.00 66,800.00 69,000.00

29 Jendela besi M2 292,100.00 292,100.00 292,100.00 292,100.00

30 Jendela besi tahan api M2 292,100.00 292,100.00 292,100.00 292,100.00

31 Pintu gulung besi/rolling door M2 1,171,200.00 1,358,600.00 1,473,600.00 1,522,600.00

32 Pintu lipat Bh 1,756,800.00 2,037,900.00 2,210,400.00 2,283,800.00

33 Sunscreen alluminium M2 695,400.00 806,700.00 874,900.00 904,000.00

Halaman 104






[1] [2] [3] [4] [5] [6] [7] [8]

9. Bahan Lantai

1 Ubin Tegel Polos 20 x 20 cm 57,600.00 66,800.00 72,500.00 74,900.00

2 Ubin Tegel Polos 30 x 30 cm 71,400.00 82,800.00 89,800.00 92,800.00

3 Ubin Teraso Polos 20 x20 cm 57,600.00 66,800.00 72,500.00 74,900.00

4 Ubin Teraso Polos 30 x30 cm 61,800.00 71,700.00 77,700.00 80,300.00

5 Ubin Teraso Warna 20 x20 cm 59,000.00 68,400.00 74,200.00 76,700.00

6 Ubin Teraso Warna 30 x 30 cm 63,100.00 73,200.00 79,400.00 82,000.00

7 Keramik 30 x30 cm (Motif) 52,200.00 60,600.00 65,800.00 67,900.00

8 Keramik 30 x30 cm (Biasa) 43,000.00 49,900.00 54,200.00 55,900.00

9 Keramik 40 x40 cm (Motif) 58,400.00 67,700.00 73,500.00 75,900.00

10 Keramik 40 x40 cm Polos 56,300.00 65,300.00 70,900.00 73,200.00

11 Plin Keramik 14,400.00 16,700.00 18,100.00 18,700.00

12 Ubin Teraso Abu - abu 15 x 20 31,500.00 36,500.00 39,700.00 41,000.00

13 Plint Teraso Ubin Abu - abu 15 x 20 32,900.00 38,200.00 41,300.00 42,800.00

14 Ubin Teraso Abu - abu 20 x 20 34,300.00 39,800.00 43,200.00 44,600.00

15 Plint Teraso Ubin Abu - abu 20 x 20 35,600.00 41,300.00 44,900.00 46,300.00

16 Ubin Teraso Warna 15 x 20 35,600.00 41,300.00 44,900.00 46,300.00

17 Plint Ubin Teraso Warna 15 x 20 36,900.00 42,800.00 46,400.00 48,000.00

18 Ubin Teraso Warna 20 x 20 36,900.00 42,800.00 46,400.00 48,000.00

19 Plint Teraso Ubin Warna 20 x 20 38,400.00 44,500.00 48,400.00 49,900.00

20 Ubin Wafel 20 x 20 38,600.00 44,800.00 48,600.00 50,200.00

21 Marmer Biasa 577,100.00 669,400.00 726,200.00 750,200.00

22 Ubin teralux marmer 30 x 30 cm 288,100.00 334,200.00 362,400.00 374,500.00

23 Ubin teralux marmer 40 x 40 cm 301,900.00 350,200.00 379,900.00 392,500.00

24 Mozaik Porselin 30 x 30 71,400.00 82,800.00 89,800.00 92,800.00

25 Ubin Porselin Putih Lokal 10 x 20 cm 50,200.00 58,200.00 63,200.00 65,300.00

26 Ubin Porselin Putih Warna 10 x 20 cm 75,500.00 87,600.00 95,000.00 98,200.00

27 Ubin Porselin Putih Lokal 20 x 20 cm 76,900.00 89,200.00 96,700.00 100,000.00

28 Ubin Porselin Putih Warna 20 x 20 cm 78,300.00 90,800.00 98,400.00 101,800.00

29 Granite tile 30x30 cm 257,500.00 298,700.00 324,000.00 334,800.00

30 Granite tile 40x40 cm 322,300.00 373,900.00 405,500.00 419,000.00

31 Granite tile 60x60 cm 317,700.00 368,500.00 399,800.00 413,000.00

32 Lantai Parkit 519,500.00 602,600.00 653,600.00 675,400.00

33 Hollow Blok Bh 3,400.00 3,900.00 4,300.00 4,400.00

34 Concrete block (CB. 20) Bh 3,700.00 4,300.00 4,700.00 4,800.00



37 Bondbeam 40 x 20 x 20 cm Bh 3,800.00 4,400.00 4,800.00 4,900.00

38 Roster/terawang Bh 26,400.00 30,600.00 33,300.00 34,300.00

39 Badkip Bh 768,000.00 890,900.00 966,300.00 998,400.00

10. Bahan Sanitair

1 Kloset Jongkok KIA Bh 246,100.00 285,500.00 309,700.00 319,900.00

2 Kloset Jongkok Teraso (Biasa) Bh 242,100.00 280,800.00 304,600.00 314,700.00

3 Kloset Jongkok American Standart Bh 259,000.00 300,400.00 325,900.00 336,700.00

4 Kloset Jongkok Putih Bh 264,600.00 306,900.00 332,900.00 344,000.00

5 Kloset Duduk Keramik ( KIA ) Bh 1,717,900.00 1,992,800.00 2,161,400.00 2,233,300.00

6 Kloset Duduk Lokal Putih Bh 1,569,800.00 1,821,000.00 1,975,100.00 2,040,700.00

7 Kloset Duduk Lokal Warna Bh 1,569,800.00 1,821,000.00 1,975,100.00 2,040,700.00

8 Kloset Mono Blok Import Bh 1,457,600.00 1,690,800.00 1,833,900.00 1,894,900.00

9 Kloset Mono Blok Lokal Bh 1,289,400.00 1,495,700.00 1,622,400.00 1,676,200.00

10 Bak Mandi Fibre ( Besar ) Bh 459,600.00 533,100.00 578,400.00 597,500.00

11 Bak Mandi Porselin ( Besar ) Bh 777,000.00 901,300.00 977,600.00 1,010,100.00

12 Bak Mandi Plastik ( Besar ) Bh 1,407,700.00 1,632,900.00 1,771,100.00 1,830,000.00

13 Urinoir Teraso Bh 1,351,300.00 1,567,500.00 1,700,300.00 1,756,700.00

14 Bak Cuci Piring Logam Bh 371,600.00 431,100.00 467,600.00 483,100.00

15 Bak Cuci Piring stenless stell Bh 670,000.00 777,200.00 843,100.00 871,000.00

16 Bak Cuci Piring Teraso Bh 225,300.00 261,300.00 283,400.00 292,900.00

17 Pompa Air Sanyo ( Listrik ) Bh 1,345,400.00 1,560,700.00 1,692,700.00 1,749,000.00

18 Pompa Air Shimizu ( Listrik ) Bh 1,177,200.00 1,365,600.00 1,481,200.00 1,530,400.00

19 Pompa Air National ( Listrik ) Bh 1,401,600.00 1,625,900.00 1,763,600.00 1,822,100.00

20 Foor Drain Bh 46,200.00 53,600.00 58,100.00 60,100.00

21 Kran Washtafel Bh 129,600.00 150,300.00 163,000.00 168,500.00

22 Kran bebek Bh 334,200.00 387,700.00 420,600.00 434,500.00

23 Kran Shower Bh 382,100.00 443,200.00 480,700.00 496,700.00

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Halaman 105






[1] [2] [3] [4] [5] [6] [7] [8]

24 Kran air Bh 41,000.00 47,600.00 51,600.00 53,300.00

Halaman 106






[1] [2] [3] [4] [5] [6] [7] [8]

25 Kran tembok Bh 47,300.00 54,900.00 59,500.00 61,500.00

26 Wastafel lengkap Bh 1,391,400.00 1,614,000.00 1,750,600.00 1,808,800.00

27 Tandon air 650 L Bh 1,098,000.00 1,273,700.00 1,381,500.00 1,427,400.00

28 Tandon air 1000 L Bh 1,407,700.00 1,632,900.00 1,771,100.00 1,830,000.00

29 Tandon air 1200 L Bh 1,604,700.00 1,861,500.00 2,019,000.00 2,086,100.00

30 Water Drain + Assesories Bh 355,800.00 355,800.00 355,800.00 355,800.00

31 Sealtape Bh 7,900.00 9,200.00 10,000.00 10,300.00

11. Bahan Paku

1 Paku Kayu 0,5'' - 1,5'' Kg 21,500.00 24,900.00 27,000.00 28,000.00

2 Paku Kayu 2'' - 6'' Kg 17,500.00 20,300.00 22,000.00 22,800.00

3 Paku Beton Bh 800.00 900.00 1,000.00 1,000.00

4 Paku Ulin 1" Kg 15,000.00 17,400.00 18,900.00 19,500.00

5 Paku Ulin 1,5'' - 5" Kg 21,900.00 25,400.00 27,600.00 28,500.00

6 Paku Seng Kg 17,500.00 20,300.00 22,000.00 22,800.00

7 Paku Plywood Kg 17,500.00 20,300.00 22,000.00 22,800.00

8 Paku Sekrup Bh 300.00 300.00 400.00 400.00

9 Paku Asbes Kotak 1,000.00 1,200.00 1,200.00 1,300.00

10 Paku Sirap Kg 19,900.00 23,100.00 25,000.00 25,900.00

11 Paku Gypsum Kg 15,300.00 17,700.00 19,200.00 19,900.00

12 Paku Kait Bh 1,000.00 1,200.00 1,200.00 1,300.00

13 Paku Sumbat Bh 600.00 700.00 800.00 800.00

14 Paku Reng Kg 19,900.00 23,100.00 25,000.00 25,900.00

15 Paku Multi Roof Kg 42,900.00 49,800.00 54,100.00 55,800.00

12. Bahan Gorong-gorong

1 Buis Beton 10 cm x 1 m Bh 35,900.00 41,600.00 45,100.00 46,700.00






13. Bahan Kayu

1 Ulin

- Balok 2,453,200.00 2,845,700.00 3,086,600.00 3,189,200.00

- Papan 2,725,800.00 3,161,900.00 3,429,500.00 3,543,500.00

- Papan Siring Pagar Kpj 104,100.00 120,800.00 130,900.00 135,300.00

2 Bengkirai

- Balok 1,962,500.00 2,276,500.00 2,469,200.00 2,551,300.00

- Papan 2,017,100.00 2,339,800.00 2,537,900.00 2,622,200.00

3 Meranti

- Balok 1,962,500.00 2,276,500.00 2,469,200.00 2,551,300.00

- Papan 2,071,500.00 2,402,900.00 2,606,400.00 2,693,000.00

4 Kapur

- Balok 1,853,400.00 2,149,900.00 2,332,100.00 2,409,400.00

- Papan 1,962,500.00 2,276,500.00 2,469,200.00 2,551,300.00

5 Kosen Kayu KI. I ( Jati/Ulin,dll) 2,815,300.00 3,265,700.00 3,542,200.00 3,659,900.00

6 Kosen Kayu KI. II (Kamper/kruing,dll) 2,590,100.00 3,004,500.00 3,258,800.00 3,367,100.00

7 Papan Kayu KI. 1 (Jati/Ulin,dll) 3,153,100.00 3,657,600.00 3,967,300.00 4,099,000.00

8 Papan Kayu KI. II (Kamper/Kruing,dll) 2,815,300.00 3,265,700.00 3,542,200.00 3,659,900.00

9 Papan Bauwplank 767,800.00 890,600.00 966,000.00 998,100.00

10 Papan Listplank 1,069,800.00 1,241,000.00 1,346,000.00 1,390,700.00

11 Papan Begisting 1,407,700.00 1,632,900.00 1,771,100.00 1,830,000.00

12 Kayu Rangka Plafond 1,036,000.00 1,201,800.00 1,303,500.00 1,346,800.00

13 Kayu Rangka Atap 1,238,800.00 1,437,000.00 1,558,600.00 1,610,400.00

14 Kuda-kuda Kayu 1,238,800.00 1,437,000.00 1,558,600.00 1,610,400.00

15 Kayu Reng 2/3 - 4 m Btg 870,200.00 1,009,400.00 1,094,900.00 1,131,300.00

16 Kayu Gelagar 8/10 - 4 m 2,815,300.00 3,265,700.00 3,542,200.00 3,659,900.00

17 Kayu Bahan Pintu 2,815,300.00 3,265,700.00 3,542,200.00 3,659,900.00

18 Kayu begisting 1,036,000.00 1,201,800.00 1,303,500.00 1,346,800.00

19 Kayu Lembersiring Btg 36,600.00 42,500.00 46,000.00 47,600.00

20 List kayu profil 5/5 Btg 31,500.00 36,500.00 39,700.00 41,000.00

21 List kayu profil 4/4 Btg 31,500.00 36,500.00 39,700.00 41,000.00

22 Dolken Kayu Galam Btg 47,300.00 54,900.00 59,500.00 61,500.00

23 Bambu Btg 10,000.00 10,000.00 10,000.00 10,000.00

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Halaman 107






[1] [2] [3] [4] [5] [6] [7] [8]

24 Kayu Bakar M3 50,700.00 58,800.00 63,700.00 65,900.00

Halaman 108






[1] [2] [3] [4] [5] [6] [7] [8]

14. Bahan Finishing

1 Amplas Kayu/Besi Lbr 4,400.00 5,100.00 5,600.00 5,700.00

2 Meni Kayu Kg 38,400.00 44,500.00 48,400.00 49,900.00

3 Meni Besi Kg 39,400.00 45,700.00 49,700.00 51,200.00

4 Dempul Kayu Kg 33,500.00 38,900.00 42,100.00 43,600.00

5 Plamir Tembok Kg 20,800.00 24,100.00 26,300.00 27,000.00

6 Minyak Cat Ltr 20,800.00 24,100.00 26,300.00 27,000.00

7 Residu Ltr 23,100.00 26,800.00 29,000.00 30,000.00

8 Cat Tembok Paragon (5 kg) Klg 75,200.00 87,200.00 94,600.00 97,800.00

9 Aspal Drum 30,700.00 35,600.00 38,600.00 39,900.00

10 Kapur Tembok Kaleng 9,000.00 10,400.00 11,300.00 11,700.00

11 Special Plitur Pernis Ltr 35,900.00 41,600.00 45,100.00 46,700.00

12 Tiner B Special Kaleng 19,900.00 23,100.00 25,000.00 25,900.00

13 Tiner A Biasa Ltr 17,500.00 20,300.00 22,000.00 22,800.00

14 Tiner A Special Ltr 29,000.00 33,600.00 36,400.00 37,700.00

15 Soda api Kg 9,200.00 10,700.00 11,600.00 12,000.00

16 Pembersih lantai Ltr 22,200.00 22,200.00 22,200.00 22,200.00

17 Flincote Kg 33,800.00 33,800.00 33,800.00 33,800.00

18 Cat dasar Kg 29,000.00 33,600.00 36,400.00 37,700.00

19 Plitur/Oil Ltr 35,900.00 41,600.00 45,100.00 46,700.00

20 Vernis Ltr 46,100.00 53,500.00 58,000.00 59,900.00

21 Teak oil Ltr 27,600.00 32,000.00 34,700.00 35,900.00

22 Cat mowilex interior Ltr 62,400.00 72,400.00 78,500.00 81,100.00

23 Cat mowilex exsterior Ltr 88,000.00 102,100.00 110,800.00 114,400.00

24 Cat dulux interior Ltr 79,200.00 91,900.00 99,700.00 103,000.00

25 Cat dulux exsterior Ltr 105,900.00 122,800.00 133,300.00 137,700.00

26 Undercoat mowilex Ltr 38,100.00 38,100.00 38,100.00 38,100.00

27 Alkali primer Ltr 42,300.00 42,300.00 42,300.00 42,300.00

28 Alkali killer Ltr 55,700.00 55,700.00 55,700.00 55,700.00

29 Wood filler (dempul melamin) Ltr 38,300.00 44,400.00 48,200.00 49,800.00

30 Wood staind Ltr 57,100.00 57,100.00 57,100.00 57,100.00

31 Sanding Ltr 37,700.00 43,700.00 47,300.00 49,000.00

32 Clear doop Ltr 57,300.00 57,300.00 57,300.00 57,300.00

33 Water profing Kg 44,000.00 44,000.00 44,000.00 44,000.00

34 Lem kayu Kg 25,500.00 29,600.00 32,100.00 33,200.00

35 Lem vinyl Kg 31,200.00 31,200.00 31,200.00 31,200.00

36 Formika Ltr 218,500.00 218,500.00 218,500.00 218,500.00

37 Sealent Ltr 20,700.00 20,700.00 20,700.00 20,700.00

38 Lt. vinyil karet 30 x 30 kwl l Bh 318,700.00 318,700.00 318,700.00 318,700.00

39 Vinyl motif kembang ex DN Bh 318,700.00 318,700.00 318,700.00 318,700.00

40 Vinyl wall covering, lebar 50 cm Bh 318,700.00 318,700.00 318,700.00 318,700.00

41 Floor Hardener ferrovax Kg 37,000.00 37,000.00 37,000.00 37,000.00

42 Wallpaper M2 58,700.00 68,100.00 73,800.00 76,300.00

43 Minyak Bekisting Ltr 2,300.00 2,700.00 3,000.00 3,000.00

15. Pondasi

1 Pancangan AP 20 X 20 (Segiempat) M' 343,500.00 398,500.00 432,300.00 446,600.00



4 Pancangan AP 28 X 28 (Segitiga) M' 321,000.00 372,400.00 403,900.00 417,300.00

5 Pancangan AP 32 X 32 (Segitiga) M' 343,500.00 398,500.00 432,300.00 446,600.00

6 Pancang Diameter 35 cm ( bulat ) M' 302,100.00 350,400.00 380,000.00 392,700.00




10 Pancang Diameter 60 cm ( bulat ) M' 809,800.00 939,400.00 1,018,900.00 1,052,700.00

16. Bahan Lain - lain

1 Aggregat Halus Untuk ATB 281,200.00 326,200.00 353,900.00 365,600.00

2 Aggregat Halus Untuk Pondasi 281,200.00 326,200.00 353,900.00 365,600.00

3 Aggregat Kasar Untuk ATB 299,200.00 347,100.00 376,500.00 389,000.00

4 Aggregat Kasar Untuk Beton 299,200.00 347,100.00 376,500.00 389,000.00

5 Aggregat Kasar Untuk Pondasi 299,200.00 347,100.00 376,500.00 389,000.00

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Halaman 109






[1] [2] [3] [4] [5] [6] [7] [8]

II.2 UPAH KERJA

1 Pekerja Biasa Hari 65,600.00 76,100.00 82,600.00 85,300.00

2 Mandor Hari 87,000.00 100,900.00 109,500.00 113,100.00

3 Tukang Kayu Hari 70,600.00 81,900.00 88,900.00 91,800.00

4 Kepala Tukang Kayu Hari 81,900.00 95,000.00 103,000.00 106,500.00

5 Laden Tukang Kayu Hari 54,300.00 63,000.00 68,300.00 70,600.00

6 Tukang Batu Hari 70,600.00 81,900.00 88,900.00 91,800.00

7 Kepala Tukang Batu Hari 81,900.00 95,000.00 103,000.00 106,500.00

8 Laden Tukang Kayu Hari 54,300.00 63,000.00 68,300.00 70,600.00

9 Tukang Cat Hari 70,600.00 81,900.00 88,900.00 91,800.00

10 Kepala Tukang Cat Hari 81,900.00 95,000.00 103,000.00 106,500.00

11 Laden Tukang Cat Hari 54,300.00 63,000.00 68,300.00 70,600.00

12 Tukang Besi Hari 70,600.00 81,900.00 88,900.00 91,800.00

13 Kepala Tukang Besi Hari 81,900.00 95,000.00 103,000.00 106,500.00

14 Laden Tukang Besi Hari 54,300.00 63,000.00 68,300.00 70,600.00

15 Tukang Gali Hari 70,600.00 81,900.00 88,900.00 91,800.00

16 Kepala Tukang Gali Hari 81,900.00 95,000.00 103,000.00 106,500.00

17 Penjaga Api Hari 45,100.00 52,300.00 56,700.00 58,600.00

18 Masinis Mesin Gilas Hari 68,700.00 79,700.00 86,500.00 89,300.00

19 Penjaga Malam Bln 1,373,800.00 1,593,600.00 1,728,600.00 1,785,900.00

Halaman 110






[1] [2] [3] [4] [5] [6] [7] [8]

III.3 ALAT BANTU

1 Batu Asahan Bh 8,700.00 10,100.00 10,900.00 11,300.00

2 Kuas 4" Bh 9,300.00 10,800.00 11,700.00 12,100.00

3 Tang Pemotong Kawat Bh 7,300.00 8,500.00 9,200.00 9,500.00

4 Keranjang Bh 86,700.00 100,600.00 109,100.00 112,700.00

5 Gergaji Bh 29,300.00 34,000.00 36,900.00 38,100.00

6 Gunting Pemotong Bh 37,700.00 43,700.00 47,300.00 49,000.00

7 Palu Bh 29,800.00 34,600.00 37,600.00 38,700.00

8 Kasut Kayu Bh 337,800.00 391,800.00 425,000.00 439,100.00

9 Gerobak / Arco Bh 25,900.00 30,000.00 32,600.00 33,700.00

10 Ember Bh 53,500.00 62,100.00 67,300.00 69,600.00

11 Bodem Bh 32,000.00 37,100.00 40,300.00 41,600.00

12 Kunci Pembengkok Bh 33,700.00 39,100.00 42,500.00 43,800.00

13 Linggis Bh 20,300.00 23,500.00 25,600.00 26,400.00

14 Chain Saw Jam 63,000.00 73,100.00 79,300.00 81,900.00

15 Kotak Adukan Jam 16,700.00 19,400.00 21,100.00 21,700.00

16 Sabun Kg 16,400.00 16,400.00 16,400.00 16,400.00

17 Gunting Besi Jam 30,200.00 30,200.00 30,200.00 30,200.00

18 Mesin Las Jam 393,100.00 456,000.00 494,700.00 511,000.00

Halaman 111






[1] [2] [3] [4] [5] [6] [7] [8]

IV.4 Harga Sewa Alat

1 ASPHALT MIXING PLANT Jam 4,902,800.00 4,951,828.00 5,687,248.00 6,373,640.00

2 ASPHALT FINISHER Jam 391,300.00 395,213.00 453,908.00 508,690.00

3 ASPHALT SPRAYER Jam 416,100.00 420,261.00 482,676.00 540,930.00

4 BULLDOZER 100-150 HP Jam 580,200.00 586,002.00 673,032.00 754,260.00

5 COMPRESSOR 4000-6500 L\M Jam 72,200.00 72,922.00 83,752.00 93,860.00

6 CONCRETE MIXER 0.3-0.6 M3 Jam 91,400.00 92,314.00 106,024.00 118,820.00

7 CRANE 10-15 TON Jam 619,200.00 625,392.00 718,272.00 804,960.00

8 DUMP TRUCK 3-4 M3 Jam 208,900.00 210,989.00 242,324.00 271,570.00

9 DUMP TRUCK Jam 524,800.00 530,048.00 608,768.00 682,240.00

10 EXCAVATOR 80-140 HP Jam 683,100.00 689,931.00 792,396.00 888,030.00

11 FLAT BED TRUCK 3-4 M3 Jam 304,500.00 307,545.00 353,220.00 395,850.00

12 GENERATOR SET Jam 603,100.00 609,131.00 699,596.00 784,030.00

13 MOTOR GRADER >100 HP Jam 631,900.00 638,219.00 733,004.00 821,470.00

14 TRACK LOADER 75-100 HP Jam 460,100.00 464,701.00 533,716.00 598,130.00

15 WHEEL LOADER 1.0-1.6 M3 Jam 479,200.00 483,992.00 555,872.00 622,960.00

16 THREE WHEEL ROLLER 6-8 T Jam 436,000.00 440,360.00 505,760.00 566,800.00

17 TANDEM ROLLER 6-8 T. Jam 358,700.00 362,287.00 416,092.00 466,310.00

18 TIRE ROLLER 8-10 T. Jam 290,200.00 293,102.00 336,632.00 377,260.00

19 VIBRATORY ROLLER 5-8 T. Jam 241,200.00 243,612.00 279,792.00 313,560.00

20 CONCRETE VIBRATOR Jam 46,300.00 46,763.00 53,708.00 60,190.00

21 STONE CRUSHER Jam 573,100.00 578,831.00 664,796.00 745,030.00

22 WATER PUMP 70-100 mm Jam 31,800.00 32,118.00 36,888.00 41,340.00

23 WATER TANKER 3000-4500 L. Jam 371,000.00 374,710.00 430,360.00 482,300.00

24 PILE DRIVER + HAMMER Jam 142,900.00 144,329.00 165,764.00 185,770.00

Rekap Satuan Harga Barang dan Jasa Provinsi Kalimantan Timur Tahun 2009 112 Of 48

HARGA BAHAN DASAR & UPAH KERJA (BASIC PRICE) PER TRIWULAN

KABUPATEN KUATAI TIMUR PROPINSI KALIMANTAN TIMUR

TAHUN 2009

(Dalam Rupiah)

No. Uraian Jenis Barang/Jasa/Kegiatan Satuan Satuan Harga di Kabupaten / Kota

ZONA 1 (1.00)

1 2 3 4

Triwulan 1 (0.44%)

Rekap Satuan Harga Barang dan Jasa Provinsi Kalimantan Timur Tahun 2009 113 Of 48

No. Uraian Jenis Barang/Jasa/Kegiatan Satuan Satuan Harga di Kabupaten / Kota

ZONA 1 (1.00)

Triwulan 1 (0.44%)

I. BAHAN - BAHAN BANGUNAN

A. Bahan Dinding Dan Pondasi

1 Batu Gunung 0.44%

- Batu Pasang (Bulat) 355,600.00

- Batu Pecah 14-15 cm 355,600.00

- Batu Pecah 5-7 cm 358,500.00

- Batu Pecah 3-5 cm 390,300.00

- Batu Pecah 2-3 cm 312,200.00

- Batu Pecah 1-2 cm 330,500.00

- Batu Pecah 0,5 -1 cm 331,500.00

- Batu Abu 207,200.00

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Hskp KAB.Kutai Timur

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Transcript of Hskp KAB.Kutai Timur