master hspk perwilayah

SUMBER DATA : TOKO SETEMPAT

(Rp) (Rp) (Rp) (Rp) (Rp) (Rp) (Rp) (Rp) (Rp) (Rp) (Rp)

I A. 2.2.1 HARGA SATUAN PEKERJAAN PERSIAPAN

1 A.2.2.1.2 Pagar Sementara dari Seng Gelombang Tinggi 2,00 m m' 694.320,00 725.055,43 691.603,00 691.603,00 693.299,75 712.666,90 693.913,00 712.446,90 699.078,60 690.134,50 690.134,50

2 A.2.2.1.4 Pengukuran dan Pemasangan Bouwplank m' 154.918,50 161.273,20 154.489,50 154.489,50 154.489,50 158.703,60 154.489,50 158.544,10 153.741,50 154.544,50 154.544,50

3 A.2.2.1.5 Pembuatan Kantor Sementara dg Lantai Plesteran m2 1.933.646,00 1.999.715,30 1.917.465,00 1.917.465,00 1.916.667,50 1.964.443,80 1.908.720,00 1.949.477,20 1.894.282,50 1.909.490,00 1.909.490,00

4 A.2.2.1.7 Pembuatan Gudang Semen dan Peralatan m2 1.925.704,00 2.003.204,50 1.918.873,00 1.918.873,00 1.922.731,25 1.973.683,80 1.917.971,00 1.965.755,00 1.912.669,00 1.914.517,00 1.914.517,00

5 A.2.2.1.9 Membersihkan Lapangan dan Perataan m2 9.625,00 8.800,00 9.075,00 9.075,00 9.075,00 9.075,00 9.075,00 9.075,00 9.075,00 9.075,00 9.075,00

6 A.2.2.1.10 Pembuatan Steger/Perancah dari Bambu m2 249.757,20 244.731,08 231.057,20 231.057,20 231.057,20 231.510,62 231.057,20 231.510,62 232.610,62 232.157,20 232.157,20

7 A.2.2.1.11 Pembuatan Kotak Adukan ukuran 40cmx50cmx25cm bh 561.319,00 587.903,80 560.527,00 560.527,00 560.527,00 576.591,40 560.527,00 575.997,40 559.416,00 560.692,00 560.692,00

8 A.2.2.1.13 Bongkaran Beton Bertulang m3 854.326,00 777.326,00 780.989,00 780.989,00 780.989,00 780.989,00 780.989,00 780.989,00 780.989,00 780.989,00 780.989,00

9 A.2.2.1.14 Bongkaran Dinding Tembok Bata Merah m3 405.713,00 368.863,00 369.044,50 369.044,50 369.044,50 369.044,50 369.044,50 369.044,50 369.044,50 369.044,50 369.044,50

II A.2.3.1 HARGA SATUAN PEKERJAAN TANAH

1 A.2.3.1.1 Menggali Tanah Biasa Sedalam 1 m m3 47.162,50 42.900,00 43.037,50 43.037,50 43.037,50 43.037,50 43.037,50 43.037,50 43.037,50 43.037,50 43.037,50



4 A.2.3.1.4 Menggali Tanah Keras Sedalam 1 m m3 62.788,00 57.112,00 57.288,00 57.288,00 57.288,00 57.288,00 57.288,00 57.288,00 57.288,00 57.288,00 57.288,00

5 A.2.3.1.5 Menggali Tanah Cadas Sedalam 1 m m3 95.040,00 86.460,00 86.790,00 86.790,00 86.790,00 86.790,00 86.790,00 86.790,00 86.790,00 86.790,00 86.790,00

6 A.2.3.1.6 Menggali Tanah Lumpur Sedalam 1 m m3 75.817,50 68.970,00 69.217,50 69.217,50 69.217,50 69.217,50 69.217,50 69.217,50 69.217,50 69.217,50 69.217,50

7 A.2.3.1.7 Mengerjakan Striping Tebing Setinggi 1 m m2 3.382,50 3.080,00 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50

8 A.2.3.1.8 MembuangTanah sejauh 30 m' m3 3.382,50 3.080,00 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50 3.107,50

9 A.2.3.1.9 Pengurugan Kembali m3 15.720,83 14.300,00 14.345,83 14.345,83 14.345,83 14.345,83 14.345,83 14.345,83 14.345,83 14.345,83 14.345,83

10 A.2.3.1.10 Pemadatan Tanah (per 20 cm) m3 33.825,00 30.800,00 31.075,00 31.075,00 31.075,00 31.075,00 31.075,00 31.075,00 31.075,00 31.075,00 31.075,00

11 A.2.3.1.11 Urugan Pasir m3 124.465,00 128.040,00 116.215,00 116.215,00 83.215,00 85.195,00 70.015,00 71.335,00 149.215,00 70.015,00 70.015,00

12 A.2.3.1.12 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL m3 211.612,50 212.930,30 204.600,00 204.600,00 201.630,00 204.847,50 205.947,50 209.253,00 202.378,00 203.049,00 203.049,00

13 A.2.3.1.13 Pemasangan Lapisan Ijuk tebal 10 cm unt Bidang Resapan m2 56.347,50 57.420,00 55.522,50 55.522,50 55.522,50 56.842,50 55.522,50 56.842,50 56.842,50 55.522,50 55.522,50

14 A.2.3.1.14 Mengurug Sirtu Padat m3 175.312,50 181.720,00 187.137,50 187.137,50 180.537,50 184.497,50 121.137,50 123.777,50 147.537,50 200.337,50 200.337,50

III A.3.2.1. HARGA SATUAN PEKERJAAN PONDASI

1 A.3.2.1.1 Pemasangan Pondasi Batu Belah 1SP : 3 PP m3 727.303,50 746.688,80 724.674,50 724.674,50 723.937,50 739.928,20 670.989,00 676.725,50 725.048,50 691.949,50 691.949,50





6 A.3.2.1.6 Pemasangan Pondasi Batu Belah 1SP : 1KP : 2PP m3 478.720,00 485.906,30 478.142,50 478.142,50 477.262,50 485.721,50 430.952,50 435.660,50 478.758,50 450.818,50 450.818,50

7 A.3.2.1.7 Pemasangan Pondasi Batu Belah, 1 SP : 3 KP : 10 PP m3 551.265,00 562.003,09 551.853,50 551.853,50 548.636,00 559.260,90 504.487,50 508.538,80 549.456,60 522.184,30 522.184,30

8 A.3.2.1.8 Pemasangan Pondasi Batu Belah, SP : 1KP : 4 PP m3 516.857,00 525.896,69 517.885,50 517.885,50 514.338,00 523.955,30 471.399,50 474.852,40 514.995,80 488.656,30 488.656,30

9 A.3.2.1.9 Pemasang Batu Kosong/Anstamping m3 325.842,00 333.402,30 323.416,50 323.416,50 318.136,50 324.129,30 253.984,50 258.419,70 341.896,50 281.704,50 281.704,50

10 A.3.2.1.10 Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR &

40% Batu Belah m3 2.022.707,50 2.085.458,54 1.966.349,00 1.966.349,00 1.911.074,00 1.953.707,80 1.901.581,00 1.937.661,00 1.967.000,20 1.927.233,00 1.927.233,00

11 A.3.2.1.11 Pasang Pondasi Sumuran diameter 100 cm m3 726.973,50 738.116,94 676.252,50 676.252,50 705.952,50 719.942,30 670.224,50 677.693,50 705.646,70 695.183,50 695.183,50

IV A.4.4.1 HARGA SATUAN PEKERJAAN PASANGAN DINDING

1A.4.4.1.1

Pemasangan Dinding Bata Merah ukuran (5x11x22) cm Tebal

1 bata Camp. 1SP: 2PP m2 200.068,00 208.014,40 203.621,00 203.621,00 187.178,75 197.104,60 195.327,00 203.544,00 210.518,00 199.056,00 199.056,00

2A.4.4.1.2

Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal

1 Bata Camp. 1SP : 3PP m2 185.323,60 192.543,78 189.290,20 189.290,20 172.431,88 181.918,22 181.641,90 189.566,30 195.713,10 184.884,70 184.884,70

3A.4.4.1.3


1 Bata Camp. 1SP : 4PP m2 175.839,40 182.592,30 179.979,80 179.979,80 162.971,88 172.176,18 172.646,10 180.418,70 186.217,90 175.701,90 175.701,90

4A.4.4.1.4


1 Bata Camp. 1SP : 5PP m2 170.275,60 176.754,60 174.660,20 174.660,20 157.382,50 166.420,32 167.666,40 175.293,80 180.604,60 170.418,60 170.418,60

5A.4.4.1.5


1 Bata Camp. 1SP : 6PP m2 166.969,00 173.285,64 171.765,00 171.765,00 153.986,25 162.923,20 165.264,00 172.700,00 177.188,00 167.472,80 167.472,80

6A.4.4.1.6


1 Bata Camp. 1SP : 3 KP :10PP m2 157.737,69 163.603,65 162.232,18 162.232,18 144.963,50 153.604,86 155.614,91 163.300,17 168.209,69 158.319,92 158.319,92

7A.4.4.1.7

Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal

1/2 Bata Camp. 1SP : 2PP m2 95.552,60 99.304,92 97.357,70 97.357,70 89.134,38 93.964,42 93.300,90 97.358,80 100.788,60 95.150,00 95.150,00

8A.4.4.1.8


1/2 Bata Camp. 1SP : 3PP m2 88.831,16 92.252,34 90.770,02 90.770,02 82.427,13 87.057,21 86.947,74 90.893,88 94.056,16 88.649,88 88.649,88

9A.4.4.1.9


1/2 Bata Camp. 1SP : 4PP m2 84.821,00 88.044,66 86.872,50 86.872,50 78.416,25 82.926,80 83.226,00 87.092,50 90.029,50 84.795,70 84.795,70

10A.4.4.1.10


1/2 Bata Camp. 1SP : 5PP m2 82.289,24 85.388,20 84.413,78 84.413,78 75.883,50 80.318,57 80.880,36 84.695,82 87.486,74 82.363,82 82.363,82

11A.4.4.1.11


1/2 Bata Camp. 1SP : 6PP m2 80.686,76 83.706,88 82.907,22 82.907,22 74.266,50 78.653,43 79.499,64 83.263,18 85.862,26 80.860,78 80.860,78

12A.4.4.1.12


1/2 Bata Camp. 1SP : 8PP m2 78.039,50 80.929,20 80.316,50 80.316,50 71.623,75 75.931,90 77.005,50 80.723,50 83.209,50 78.303,50 78.303,50

13A.4.4.1.13


1/2 Bata Camp. 1SP : 3KP : 10PP m2 78.798,50 81.728,35 81.119,50 81.119,50 72.393,75 76.710,70 77.896,50 81.719,00 84.018,00 79.150,50 79.150,50

14A.4.4.1.14


1/2 Bata Camp. 1SP : 1SM : 1PP m2 72.396,50 75.012,96 74.288,50 74.288,50 66.192,50 70.319,70 70.735,50 74.763,70 77.900,90 72.629,70 72.629,70

D A F T A R H A R G A S A T U A N P E K E R J A A N

HARGA HARGA HARGA HARGA HARGA HARGAURAIAN PEKERJAAN

HARGA HARGA HARGA HARGA HARGA

Wilayah F Wilayah G Wilayah H Wilayah I Wilayah J Wilayah KWilayah A Wilayah B Wilayah C Wilayah D Wilayah E




15A.4.4.1.15


1/2 Bata Camp. 1KP : 1SM : 2PP m2 79.062,50 81.616,48 85.728,50 85.728,50 81.878,50 82.186,50 91.426,50 84.096,10 85.035,50 78.582,90 78.582,90

16 A.4.4.1.20 Pemasangan Dinding HB/CB 10, speci camp. 1SP : 3PP m2 143.576,18 146.557,93 146.993,66 146.993,66 139.051,00 142.372,52 152.209,42 151.977,54 139.257,58 144.134,54 144.134,54

17 A.4.4.1.21 Pemasangan Dinding HB/CB 10, speci camp. 1SP : 4PP m2 141.748,64 144.641,02 145.628,78 145.628,78 137.108,13 140.372,19 151.373,86 150.943,32 137.298,04 142.677,92 142.677,92

18 A.4.4.1.22 Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm

Camp. 1SP : 2PP m2 217.695,50 223.793,24 215.660,50 215.660,50 215.187,50 219.224,50 133.072,50 133.204,50 132.764,50 132.641,30 132.641,30

19 A.4.4.1.23 Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm

Camp. 1SP : 4PP m2 213.488,00 219.378,50 211.568,50 211.568,50 210.980,00 214.891,60 129.162,00 129.211,50 128.540,50 128.595,50 128.595,50

V A.4.4.2 HARGA SATUAN PEKERJAAN PLESTERAN

1 A,4,4,2.1 Pemasangan Plesteran 1 Pc : 1 Pp Tebal 15 mm m2 57.393,07 56.911,79 54.758,48 54.758,48 54.662,30 55.414,33 54.340,31 54.593,40 54.747,57 54.311,80 54.311,80








9 A.4.4.2.9 Pemasangan Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm m2 44.301,18 42.765,34 41.682,96 41.682,96 41.492,00 41.814,48 41.644,02 41.728,94 41.533,58 41.470,44 41.470,44

10 A,4,4,2.10 Pemasangan Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm m2 41.426,00 39.749,05 38.984,00 38.984,00 38.593,50 38.827,80 39.182,00 39.187,50 38.626,50 38.786,00 38.786,00

11 A,4,4,2.11 Pemasangan Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm m2 38.296,50 36.466,98 35.739,00 35.739,00 35.541,00 35.679,60 35.887,50 35.976,60 35.620,20 35.679,60 35.679,60



14 A,4,4,2.14 Pemasangan Plesteran 1Pc : 3Pp Tebal 20 mm m2 48.207,84 47.709,06 46.065,48 46.065,48 45.601,00 46.119,09 46.115,76 46.168,12 45.652,84 45.672,12 45.672,12





19 A,4,4,2.19 Pemasangan Berapen 1 Pc : 5Pp Tebal 15 mm m2 26.954,31 26.621,80 25.987,76 25.987,76 25.501,30 25.820,90 26.188,67 26.159,72 25.529,81 25.702,12 25.702,12

20 A,4,4,2.20 Pemasangan Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm m' 41.486,50 41.136,26 38.830,00 38.830,00 38.552,25 38.617,70 39.022,50 38.962,00 38.555,00 38.733,20 38.733,20

21 A,4,4,2.23 Pemasangan Plesteran Ciprat 1Pc : 2 Pp m2 34.998,26 33.623,22 32.747,22 32.747,22 32.686,50 32.901,13 32.656,14 32.718,18 32.710,26 32.612,58 32.612,58

22 A,4,4,2.24Pemasangan Finishing Siar Pasangan Dinding Bata Merah

(=20 m')m2 20.799,94 20.163,42 19.450,07 19.450,07 19.501,35 19.641,52 19.313,32 19.381,69 19.518,44 19.381,69 19.381,69

23 A,4,4,2.25Pemasangan Finishing Siar Pasangan Dinding Conblock

ekspose (=8 m')m2 9.974,80 9.687,48 9.340,10 9.340,10 9.366,50 9.438,66 9.269,70 9.304,90 9.375,30 9.304,90 9.304,90

24 A,4,4,2.26 Pemasangan Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp m2 43.020,12 41.830,49 40.521,14 40.521,14 40.361,75 40.687,28 40.440,18 40.513,66 40.396,62 40.302,46 40.302,46

25 A,4,4,2.27 Pemasangan Acian m2 26.273,50 25.361,60 24.497,00 24.497,00 24.550,63 24.697,20 24.354,00 24.425,50 24.568,50 24.425,50 24.425,50

VI A.4.6.1 HARGA SATUAN PEKERJAAN K A Y U

1 A.4.6.1.1 Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas

I m3 32.528.650,00 34.002.650,00 31.141.550,00 31.141.550,00 31.141.550,00 32.013.822,50 31.141.550,00 32.013.822,50 32.009.725,00 31.153.100,00 31.153.100,00

2 A.4.6.1.2 Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas

II atau III m3 12.650.825,00 13.146.100,00 16.327.025,00 16.327.025,00 16.327.025,00 16.763.697,50 16.327.025,00 16.763.697,50 11.702.350,00 16.336.925,00 16.336.925,00

3 A.4.6.1.3 Pembuatan & Pemasangan Pintu KlampStandard Kayu Klas II

(Kayu Kamfer) m2 499.889,50 517.258,50 609.834,50 609.834,50 609.834,50 625.031,00 609.834,50 624.811,00 456.357,00 610.412,00 610.412,00

4 A.4.6.1.4 Pembuatan & Pemasangan Daun Pintu Klamp Sederhana

Kayu Klas III m2 499.889,50 517.258,50 609.834,50 609.834,50 609.834,50 625.031,00 609.834,50 624.811,00 456.357,00 610.412,00 610.412,00

5 A.4.6.1.5 Pembuatan & Pemasangan Daun Pintu Panel, Kayu Klas I

atau II m2 708.125,00 721.765,00 801.625,00 801.625,00 801.625,00 816.838,00 801.625,00 816.618,00 648.615,00 803.275,00 803.275,00

6 A.4.6.1.6 Pembuatan & Pemasangan Pintu & Jendela Kaca Kayu Klas I

atau II m2 494.780,00 502.106,00 545.820,00 545.820,00 545.820,00 555.126,00 545.820,00 554.994,00 450.780,00 547.140,00 547.140,00

7 A.4.6.1.7 Pembuatan & Pemasangan Pintu & Jendela Jalusi Kayu Klas I

atau II (jati) m2 2.231.625,00 2.321.440,00 2.079.605,00 2.079.605,00 2.079.605,00 2.133.157,40 2.079.605,00 2.132.735,00 2.127.455,00 2.081.255,00 2.081.255,00

8 A.4.6.1.8 Pembuatan&Pemasangan Pintu kayu lapis (Plywood) Rangkap

rangka Kayu Klas II (lbr s/d 90 cm) m2 537.806,50 549.403,80 594.346,50 594.346,50 594.346,50 605.933,90 594.346,50 605.796,40 494.378,50 595.501,50 595.501,50

9 A.4.6.1.9 Pembuatan&Pemasangan Pintu Plywood rangkap, rangka

expose kayu klas I atau II m2 575.597,00 586.907,20 631.389,00 631.389,00 631.389,00 643.204,10 631.389,00 643.063,30 529.276,00 632.709,00 632.709,00

10 A.4.6.1.10 Pembuatan & Pemasangan Jalusi mati Kosen Kayu Klas I

atau II m2 2.019.132,50 2.102.804,00 1.883.447,50 1.883.447,50 1.883.447,50 1.933.393,00 1.883.447,50 1.932.997,00 1.933.882,50 1.884.547,50 1.884.547,50

11 A.4.6.1.11 Pembuatan & Pemasangan Pintu Teakwood Rangkap, Rangka

Expose Kayu Klas I m2 1.065.889,00 1.101.713,80 996.149,00 996.149,00 996.149,00 1.018.906,90 996.149,00 1.018.741,90 1.015.861,00 997.469,00 997.469,00

12 A.4.6.1.12 Pembuatan&Pemasangan Pintu Teakwood Rangkap Lapis

Formika,Rangka expose Kayu Klas II m2 607.376,00 619.182,30 660.121,00 660.121,00 660.121,00 672.311,20 660.121,00 672.173,70 566.824,50 661.523,50 661.523,50

13 A.4.6.1.13 Pembuatan&Memasang Konstruksi Kuda-kuda Konvensional

Kayu I; II & III Bentang 6 meter m3 11.325.380,00 11.798.226,00 14.749.680,00 14.749.680,00 14.733.180,00 15.139.278,00 14.733.180,00 15.139.278,00 10.503.570,00 14.739.780,00 14.739.780,00

14 A.4.6.1.14 Pembuatan&Pemasangan Konstruksi Kuda-kuda Expose,

Kayu Klas I m3 35.387.907,50 37.011.161,00 33.914.897,50 33.914.897,50 33.898.397,50 34.855.595,50 33.898.397,50 34.855.595,50 34.858.642,50 33.909.452,50 33.909.452,50

15 A.4.6.1.15 Pemasangan konstruksi Gording, Kayu Klas II m3 10.776.480,00 11.256.850,00 14.241.260,00 14.241.260,00 14.224.760,00 14.630.000,00 14.224.760,00 14.630.000,00 9.995.370,00 14.228.720,00 14.228.720,00

16 A.4.6.1.16 Pemasangan Rangka Atap Genteng Keramik, Kayu Klas II m2 175.323,50 182.655,00 230.257,50 230.257,50 230.257,50 236.728,80 230.257,50 236.728,80 162.277,50 230.312,50 230.312,50

17 A.4.6.1.17 Pemasangan Rangka Atap Genteng Beton, Kayu Klas II m2 207.399,50 216.315,00 273.817,50 273.817,50 273.817,50 281.595,60 273.817,50 281.595,60 191.977,50 273.872,50 273.872,50

18 A.4.6.1.18 Pemasangan Rangka Atap Sirap, Kayu Klas II m2 145.519,00 151.118,00 188.727,00 188.727,00 188.727,00 193.875,00 188.727,00 193.875,00 134.673,00 188.793,00 188.793,00

19 A.4.6.1.19 Pemasangan Rangka Langit-langit (50x1,00) m, kayu Klas II

atau III m2 180.086,50 185.757,00 226.407,50 226.407,50 226.407,50 232.063,70 226.407,50 232.063,70 167.062,50 226.572,50 226.572,50

20 A.4.6.1.20 Pemasangan Rangka Langit-langit (60x60) cm, kayu Klas II

atau III m2 187.198,00 193.380,00 236.115,00 236.115,00 236.115,00 242.114,40 236.115,00 242.114,40 173.250,00 236.280,00 236.280,00

21 A.4.6.1.21 Pemasangan Listplank Uk. (3x20)cm Kayu klas I atau II m' 345.647,50 361.174,00 322.393,50 322.393,50 322.393,50 331.407,78 322.393,50 331.336,50 331.303,50 322.503,50 322.503,50




22 A.4.6.1.22 Pemasangan Listplank Uk. (3x30)cm Kayu klas I atau klas II m' 130.652,50 135.432,00 161.452,50 161.452,50 161.452,50 165.643,50 161.452,50 165.583,00 119.157,50 161.562,50 161.562,50

23 A.4.6.1.23 Pemasangan Rangka Dinding Pemisah (60x120) cm Kayu

klas II atau III m2 299.634,50 311.184,50 385.159,50 385.159,50 385.159,50 395.373,00 385.159,50 395.373,00 277.442,00 385.407,00 385.407,00

24 A.4.6.1.24 Pemasangan Dinding Pemisah Teakwood Rangkap Rangka

Kayu Klas II m2 363.984,50 378.704,70 449.509,50 449.509,50 449.509,50 461.606,20 449.509,50 461.606,20 335.913,60 449.757,00 449.757,00

25 A.4.6.1.25 Pemasangan Dinding Pemisah Plywood Rangkap Rangka

Kayu Klas II m2 369.050,00 384.474,20 454.300,00 454.300,00 454.300,00 466.396,70 454.300,00 466.396,70 340.786,60 454.630,00 454.630,00

26 A.4.6.1.26 Pemasangan Dinding Lambriziring dari Papan klas I m2 404.525,00 411.686,00 375.485,00 375.485,00 375.485,00 381.438,20 375.485,00 381.392,00 380.820,00 376.475,00 376.475,00

27 A.4.6.1.27 Pemasangan Dinding Lambriziring dari Plywood ukuran

(120x240) cm m2 34.254,00 35.420,00 32.296,00 32.296,00 32.296,00 33.016,50 30.096,00 30.772,50 34.485,00 30.140,00 30.140,00

28 A.4.6.1.28 Pemasangan Dinding Bilik, Rangka Kayu Klas III atau IV m2 143.958,10 148.317,18 131.913,10 131.913,10 131.913,10 134.581,59 131.913,10 134.458,39 127.735,30 131.940,60 131.940,60

VII A.4.1.1 HARGA SATUAN PEKERJAAN B E T O N

1 A.4.1.1.1 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c

= 0,87 m3 807.751,21 831.786,69 736.142,79 736.142,79 783.943,29 802.661,51 698.230,50 694.122,31 702.413,17 712.092,07 712.092,07

2 A.4.1.1.2 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (122)cm, w/c

= 0,78 m3 847.662,91 873.663,15 777.779,59 777.779,59 823.750,63 843.668,65 737.417,39 733.862,90 743.558,61 750.791,64 750.791,64

3 A.4.1.1.3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (122)cm,

w/c = 0,72 m3 878.968,88 906.510,05 810.268,12 810.268,12 855.003,29 875.865,05 768.234,50 765.163,98 775.962,84 781.370,07 781.370,07

4 A.4.1.1.4 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum

(3-6)cm, w/c = 0,87 m3 750.886,39 776.952,84 681.099,11 681.099,11 729.825,03 747.978,32 643.171,22 638.412,62 645.836,04 656.838,29 656.838,29

5 A.4.1.1.5 Membuat Beton mutu f'c=14,5 MPa (K175), slum (122)cm,

w/c = 0,66 m3 915.983,97 945.347,24 848.938,53 848.938,53 891.925,31 913.900,45 804.615,17 802.061,73 814.171,16 817.278,79 817.278,79


w/c = 0,61 m3 951.342,83 982.446,50 885.426,17 885.426,17 927.238,80 950.280,76 839.421,61 837.445,04 850.789,61 851.949,21 851.949,21


w/c = 0,58 m3 977.801,35 1.010.207,69 913.346,15 913.346,15 953.592,10 977.426,49 865.335,17 863.659,12 877.943,40 877.307,36 877.307,36


w/c = 0,56 m3 995.279,77 1.028.546,29 930.924,73 930.924,73 971.087,77 995.452,30 882.573,39 881.259,76 896.134,90 894.787,93 894.787,93

9 A.4.1.1.9 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum

(122)cm, w/c = 0,53 m3 1.025.278,57 1.060.021,68 960.963,93 960.963,93 1.001.102,93 1.026.375,27 912.048,50 911.341,67 927.209,96 924.717,36 924.717,36


w/c = 0,52 m3 1.034.609,74 1.069.812,03 970.338,26 970.338,26 1.010.448,13 1.036.004,01 921.271,39 920.765,73 936.951,45 934.084,64 934.084,64


w/c = 0,49 m3 1.105.037,33 1.139.379,92 1.037.938,67 1.037.938,67 1.077.933,65 1.104.557,81 988.166,06 988.375,49 1.005.778,27 1.001.513,86 1.001.513,86


w/c = 0,48 m3 1.117.237,47 1.152.180,52 1.050.142,03 1.050.142,03 1.090.144,96 1.117.138,79 1.000.170,72 1.000.634,29 1.018.442,50 1.013.719,14 1.013.719,14

13 A.4.1.1.17 Pembesian dg Besi Polos atau Besi Ulir 10 kg 112.458,50 116.803,50 137.021,50 137.021,50 110.291,50 112.667,50 122.996,50 125.372,50 125.411,00 123.035,00 123.035,00

14 A.4.1.1.18 Kabel Presstresed Polos/strand 10 kg 108.592,00 113.008,50 107.987,00 107.987,00 100.947,00 103.301,00 103.257,00 105.611,00 105.638,50 103.284,50 103.284,50

15 A.4.1.1.19 Jaring Kawat baja/Wire Mesh 10 kg 161.634,00 169.389,00 127.677,00 127.677,00 127.622,00 131.010,00 127.622,00 131.010,00 131.021,00 127.633,00 127.633,00

16 A.4.1.1.20 Memasang Bekisting untuk Pondasi m2 214.654,00 219.373,00 232.078,00 232.078,00 232.078,00 237.479,00 232.078,00 237.479,00 231.913,00 232.221,00 232.221,00

17 A.4.1.1.21 Memasang Bekisting untuk Sloof m2 233.904,00 239.558,00 254.078,00 254.078,00 254.078,00 260.139,00 254.078,00 260.139,00 253.913,00 254.221,00 254.221,00

18 A.4.1.1.22 Memasang Bekisting untuk Kolom m2 462.902,00 478.280,00 480.744,00 480.744,00 480.744,00 493.042,00 478.819,00 491.023,50 486.854,50 479.000,50 479.000,50

19 A.4.1.1.23 Memasang Bekisting untuk Balok m2 484.352,00 500.786,00 502.524,00 502.524,00 502.524,00 515.475,40 500.599,00 513.430,50 508.304,50 500.780,50 500.780,50

20 A.4.1.1.24 Memasang Bekisting untuk Lantai m2 625.702,00 649.000,00 643.544,00 643.544,00 643.544,00 660.682,00 641.619,00 658.663,50 684.854,50 641.800,50 641.800,50

21 A.4.1.1.25 Memasang Bekisting untuk Dinding m2 522.852,00 540.100,00 535.744,00 535.744,00 535.744,00 549.021,00 533.819,00 546.958,50 550.104,50 534.000,50 534.000,50

22 A.4.1.1.26 Memasang Bekisting untuk Tangga m2 423.962,00 437.448,00 436.304,00 436.304,00 436.304,00 447.271,00 434.379,00 445.252,50 442.403,50 434.560,50 434.560,50

23 A.4.1.1.27 Memasang Jembatan Cor m2 144.479,50 149.933,30 157.844,50 157.844,50 157.844,50 162.132,30 157.844,50 162.132,30 161.612,00 157.872,00 157.872,00

24 A.4.1.1.28 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) m3 3.696.390,50 3.815.611,80 3.703.524,00 3.703.524,00 3.639.768,00 3.724.969,60 3.584.295,00 3.643.915,00 3.629.219,00 3.597.583,00 3.597.583,00

25 A.4.1.1.29 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) m3 4.559.115,00 4.713.580,30 4.598.797,50 4.598.797,50 4.499.566,50 4.606.097,10 4.455.643,50 4.536.592,50 4.512.277,00 4.469.267,00 4.469.267,00

26 A.4.1.1.30 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) m3 8.587.370,00 8.921.091,30 8.702.127,50 8.702.127,50 8.531.946,50 8.748.785,10 8.491.873,50 8.682.195,50 8.653.315,00 8.505.937,00 8.505.937,00

27 A.4.1.1.31 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) m3 6.821.182,50 7.080.087,30 6.899.310,00 6.899.310,00 6.800.079,00 6.972.917,60 6.740.756,00 6.887.089,00 6.860.144,50 6.754.434,50 6.754.434,50

28 A.4.1.1.32 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) m3 6.692.708,00 6.958.559,30 6.779.008,50 6.779.008,50 6.715.252,50 6.891.215,10 6.644.379,50 6.794.012,50 6.894.514,00 6.657.684,00 6.657.684,00

29 A.4.1.1.33 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) m3 6.344.860,50 6.593.991,80 6.391.594,00 6.391.594,00 6.327.838,00 6.492.272,60 6.256.965,00 6.394.718,00 6.432.283,00 6.270.253,00 6.270.253,00

30 A.4.1.1.34 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) m3 6.124.745,00 6.356.199,30 6.164.977,50 6.164.977,50 6.065.746,50 6.218.158,10 6.008.073,50 6.134.254,50 6.120.389,00 6.021.697,00 6.021.697,00

31 A.4.1.1.35 Membuat Kolom Penguat Beton Bertulang (11 x 11) cm m' 63.052,00 64.216,90 62.133,50 62.133,50 60.582,50 61.792,50 60.225,00 61.144,60 61.048,90 60.395,50 60.395,50

32 A.4.1.1.36 Membuat Ring Balok Beton Bertulang (10 x 15) cm m' 87.923,00 89.084,93 86.339,00 86.339,00 84.609,25 86.205,90 83.831,00 84.977,20 84.810,00 84.056,50 84.056,50

VIII A.4.5.2 HARGA SATUAN PEKERJAAN PENUTUP ATAP

1 A.4.5.2.1 Pemasangan Atap Genteng Plentong Kecil m2 72.415,75 72.921,75 60.095,75 60.095,75 62.845,75 64.220,75 62.845,75 64.220,75 62.887,00 62.887,00 62.887,00

2 A.4.5.2.2 Pemasangan Atap Genteng Kodok / Glasur m2 115.082,00 116.963,00 69.756,50 69.756,50 108.256,50 111.006,50 111.006,50 113.756,50 111.050,50 221.050,50 221.050,50

3 A.4.5.2.3 Pemasangan Atap Genteng Plentong Super / Besar m2 99.242,00 102.333,00 47.426,50 47.426,50 64.256,50 64.256,50 64.256,50 64.256,50 84.100,50 56.380,50 56.380,50

4 A.4.5.2.4 Pemasangan Genteng Bubung Plentong m' 88.033,00 87.703,44 76.065,00 76.065,00 67.243,00 67.709,40 76.241,00 76.791,00 75.647,00 73.037,80 73.037,80

5 A.4.5.2.5 Pemasangan Genteng Bubung Kodok / Glasur m' 80.333,00 80.003,44 67.815,00 67.815,00 69.993,00 70.459,40 73.491,00 74.041,00 72.897,00 73.037,80 73.037,80

6 A.4.5.2.6 Pemasangan Genteng Bubung Plentong Besar m' 81.873,00 81.323,44 71.665,00 71.665,00 64.493,00 64.959,40 71.841,00 72.281,00 71.247,00 69.187,80 69.187,80

7 A.4.5.2.9 Pemasangan Atap Asbes Gelombang (2,25x0,92 m) x 5 mm m2 64.713,00 63.899,00 63.442,50 63.442,50 63.442,50 63.442,50 63.442,50 63.442,50 63.486,50 63.486,50 63.486,50







11 A.4.5.2.30 Pemasangan Atap Genteng Beton m2 76.219,00 77.503,80 74.459,00 74.459,00 74.459,00 75.678,90 68.409,00 69.628,90 80.531,00 68.464,00 68.464,00

12 A.4.5.2.32 Pemasangan Atap Genteng Metal m2 80.300,00 79.277,00 78.540,00 78.540,00 78.540,00 78.606,00 78.540,00 78.606,00 78.375,00 78.595,00 78.595,00

13 A.4.5.2.33 Pemasangan Atap Sirap m2 94.187,50 96.332,50 91.624,50 91.624,50 91.624,50 93.340,50 91.624,50 93.472,50 93.324,00 91.762,00 91.762,00

14 A.4.5.2.34 Pemasangan Nok Genteng Beton m' 96.210,40 96.464,28 92.980,80 92.980,80 92.455,00 93.834,18 81.483,60 81.946,70 82.944,40 81.092,00 81.092,00

15 A.4.5.2.36 Pemasangan Nok Genteng Metal m' 53.757,00 52.343,50 51.392,00 51.392,00 51.392,00 51.408,50 51.392,00 51.408,50 51.419,50 51.474,50 51.474,50

16 A.4.5.2.37 Pemasangan Nok Sirap m' 44.517,00 44.529,10 37.339,50 37.339,50 37.339,50 37.639,80 37.339,50 37.639,80 37.576,00 37.477,00 37.477,00

17 A.4.5.2.38 Pemasangan Atap Seng Gelombang m2 36.960,00 37.435,20 27.434,00 27.434,00 27.434,00 27.902,60 27.434,00 27.902,60 27.830,00 27.467,00 27.467,00

18 A.4.5.2.39 Pemasangan Atap Nok Seng m' 26.273,50 25.936,90 21.356,50 21.356,50 21.356,50 21.567,70 21.356,50 21.567,70 21.516,00 21.395,00 21.395,00

19 A.4.5.2.42 Pasang Allumunium Foil / Sisalation m2 21.417,00 20.894,50 20.262,00 20.262,00 20.262,00 20.377,50 20.262,00 20.377,50 20.405,00 20.289,50 20.289,50

IX A.4.5.1 HARGA SATUAN PEKERJAAN LANGIT-LANGIT

1 A.4.5.1.1 Pemasangan Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5

mm & 6 mm m2 26.361,50 27.028,10 25.734,50 25.734,50 25.734,50 26.221,80 29.364,50 29.972,80 29.997,00 29.403,00 29.403,00

2 A.4.5.1.2 Pemasangan Langit-langit Akustik Ukuran (30x30) cm m2 85.954,00 87.934,00 84.502,00 84.502,00 84.502,00 85.838,50 84.502,00 85.838,50 85.833,00 84.568,00 84.568,00



5 A.4.5.1.5 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3

mm, 4 mm & 6 mm m2 39.286,50 39.925,05 36.839,00 36.839,00 36.839,00 37.508,90 34.776,50 35.405,15 38.923,50 34.831,50 34.831,50

6 A.4.5.1.6 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm m2 565.103,00 582.764,60 525.723,00 525.723,00 525.723,00 538.200,30 525.723,00 538.101,30 538.527,00 526.163,00 526.163,00

7 A.4.5.1.7 Memasang Langit-langit Gypsu Board, Uk (120x240) tebal 9

mm m2 36.509,00 37.132,70 35.629,00 35.629,00 35.629,00 36.349,72 35.629,00 36.349,72 44.865,70 35.656,50 35.656,50

8 A.4.5.1.9 Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka

Allumunium m2 183.727,50 184.305,00 177.677,50 177.677,50 177.677,50 179.657,50 177.677,50 179.657,50 179.932,50 177.952,50 177.952,50

9 A.4.5.1.10 List Langit-Langit Kayu Profil m1 13.420,00 13.366,10 12.815,00 12.815,00 12.815,00 12.933,80 12.815,00 12.933,80 27.846,50 12.842,50 12.842,50

X A.5.1.1HARGA SATUAN PEKERJAAN SANITASI DALAM

GEDUNG1 A.5.1.1.1 Memasang Closet Duduk / Mono Blok Unit 1.753.372,50 1.804.302,50 2.020.661,50 2.020.661,50 2.020.661,50 2.073.131,50 2.020.661,50 2.073.131,50 2.020.667,00 2.020.667,00 2.020.667,00

2 A.5.1.1.2 Memasang Closet Jongkok Porselen Unit 442.453,00 442.629,00 412.236,00 412.236,00 412.115,00 415.718,60 412.137,00 415.844,00 420.398,00 420.288,00 420.288,00

3 A.5.1.1.4 Memasang Urinoir Unit 663.663,00 658.119,00 651.596,00 651.596,00 651.475,00 651.778,60 651.497,00 651.574,00 652.058,00 651.948,00 651.948,00

4 A.5.1.1.5 Memasang Wastafel Unit 542.553,00 557.359,00 533.538,50 533.538,50 533.417,50 546.591,10 533.439,50 546.386,50 534.275,50 534.165,50 534.165,50

5 A.5.1.1.6 Pemasangan Bathcuip porselen Unit 1.058.689,50 1.058.260,50 1.053.327,00 1.053.327,00 1.053.327,00 1.053.327,00 1.053.327,00 1.053.327,00 1.053.739,50 1.053.739,50 1.053.739,50

6 A.5.1.1.7 Pemasangan Bak Fibreglass vol.1 m3 Unit 935.275,00 913.825,00 893.475,00 893.475,00 893.475,00 893.475,00 893.475,00 893.475,00 893.750,00 893.750,00 893.750,00

7 A.5.1.1.8 Memasang Bak Mandi Batu Bata Vol. 0,30 m3 Unit 1.213.784,27 1.214.322,73 1.138.544,27 1.138.544,27 1.130.624,27 1.153.051,39 1.143.164,27 1.160.179,39 1.163.479,39 1.145.474,27 1.145.474,27

8 A.5.1.1.12 Pemasangan Bak Cuci Piring Stainless stell buah 330.962,50 330.715,00 328.817,50 328.817,50 328.817,50 328.817,50 328.817,50 328.817,50 328.982,50 328.982,50 328.982,50

9 A.5.1.1.14 Pemasangan Floor Drain buah 23.237,50 23.815,00 22.522,50 22.522,50 22.522,50 22.852,50 22.522,50 22.852,50 22.907,50 22.577,50 22.577,50

10 A.5.1.1.15 Pemasangan Bak Kontrol Pas.Batu Bata 30x30 tinggi 35 cm bh 325.539,50 321.335,30 305.574,50 305.574,50 303.924,50 309.252,90 305.519,50 308.896,50 310.854,50 308.566,50 308.566,50

11 A.5.1.1.16 Pemasangan Bak Kontrol Pas.Batu Bata 45 x 45 tinggi 50 cm bh 488.053,50 482.526,00 460.663,50 460.663,50 457.248,00 465.912,70 457.506,50 462.676,50 465.289,00 461.538,00 461.538,00

12 A.5.1.1.17 Pemasangan Bak Kontrol Pas.Batu Bata 60x60 tinggi 60 cm bh 602.431,50 604.080,18 584.358,50 584.358,50 565.460,50 579.437,10 577.439,50 587.295,50 593.065,00 579.816,60 579.816,60

13 A.5.1.1.18 Pemasangan Pipa Galvanis " m' 39.865,83 40.755,92 33.291,50 33.291,50 33.291,50 33.916,67 33.291,50 33.916,67 33.966,17 33.341,00 33.341,00

14 A.5.1.1.19 Pemasangan Kran " atau " bh 48.269,38 48.847,15 45.574,38 45.574,38 45.574,38 45.904,38 45.574,38 45.904,38 49.101,25 45.794,38 45.794,38

15 A.5.1.1.20 Pemasangan Pipa Galvanis " m' 44.128,33 45.245,75 40.395,67 40.395,67 40.395,67 41.248,17 40.395,67 41.248,17 41.297,67 40.445,17 40.445,17

16 A.5.1.1.21 Pemasangan Pipa Galvanis 1" m' 55.495,00 57.180,75 46.079,00 46.079,00 46.079,00 46.931,50 46.079,00 47.102,00 47.151,50 46.128,50 46.128,50

17 A.5.1.1.22 Pemasangan Pipa Galvanis 1 " m' 81.911,50 84.273,75 65.921,17 65.921,17 65.921,17 67.057,83 65.921,17 67.285,17 67.384,17 66.020,17 66.020,17



20 A.5.1.1.25 Pemasangan Pipa PVC tipe AW " m' 15.961,00 16.178,25 14.301,38 14.301,38 11.957,00 12.084,88 11.957,00 12.084,88 12.117,88 11.990,00 11.990,00

21 A.5.1.1.26 Pemasangan Pipa PVC tipe AW " m' 18.092,25 18.394,75 17.498,25 17.498,25 13.235,75 13.406,25 13.235,75 13.406,25 13.439,25 13.268,75 13.268,75

22 A.5.1.1.27 Pemasangan Pipa PVC tipe AW 1" m' 22.354,75 22.870,38 21.760,75 21.760,75 13.235,75 13.406,25 14.514,50 14.727,63 14.760,63 14.547,50 14.547,50





27 A.5.1.1.33 Pemasangan Pipa Air Limbah Jenis Pipa Tanah 20 cm m' 82.115,00 84.412,68 80.795,00 80.795,00 80.679,50 82.327,30 78.947,00 79.655,40 81.664,00 79.415,60 79.415,60

28 A.5.1.1.34 Pemasangan Pipa Air Limbah Jenis Pipa Tanah 15 cm m' 33.273,90 33.558,80 32.750,30 32.750,30 32.274,00 32.641,73 32.242,10 32.332,30 32.932,90 32.107,90 32.107,90

29 A.5.1.1.35 Pemasangan Pipa Beton 20 cm m' 87.892,31 91.336,70 76.379,82 76.379,82 72.325,00 74.928,94 75.093,59 77.100,98 77.046,31 74.592,98 74.592,98

30 A.5.1.1.36 Pemasangan Pipa Beton 100 cm m' 527.564,40 289.026,76 547.687,80 547.687,80 501.140,75 531.754,08 525.553,60 555.876,20 577.108,40 538.088,10 538.088,10

XI A.4.2.1 HARGA SATUAN PEKERJAAN BESI & ALLUMUNIUM

1 A.4.2.1.1 Pemasangan Besi Profil Kg 24.695,00 25.040,40 23.969,00 23.969,00 23.969,00 24.381,50 24.167,00 24.586,10 24.619,10 24.200,00 24.200,00

2 A.4.2.1.2 Pemasangan Rangka Kuda-kuda Baja IWF kg 23.507,00 23.793,00 22.781,00 22.781,00 22.781,00 23.160,50 22.781,00 23.160,50 23.193,50 22.814,00 22.814,00

3 A.4.2.1.3 Pengerjaan Pekerjaan Perakitan (Kuda-kuda Baja) 100 kg 228.415,00 228.629,50 227.304,00 227.304,00 227.304,00 227.689,00 227.304,00 227.689,00 227.694,50 227.309,50 227.309,50

4 A.4.2.1.4 Pembuatan Pintu Besi Plat Baja tebal 2 mm rangkap, rangka

baja Siku m2 710.165,50 730.394,50 733.540,50 733.540,50 697.460,50 713.234,50 697.460,50 713.234,50 713.812,00 698.038,00 698.038,00

5 A.4.2.1.5 Pengerjaan Pengelasan dengan Las Listrik 10 cm 49.156,25 48.950,88 48.804,25 48.804,25 48.804,25 48.816,90 48.804,25 48.816,90 48.827,90 48.815,25 48.815,25

6 A.4.2.1.7 Pemasangan Pintu Rolling Door Besi m2 543.829,00 555.566,00 529.309,00 529.309,00 529.309,00 540.309,00 529.309,00 540.309,00 540.969,00 529.969,00 529.969,00

7 A.4.2.1.8 Pemasangan Pintu Lipat (Folding Door) m2 560.703,00 582.912,00 555.379,00 555.379,00 555.379,00 569.679,00 555.379,00 570.229,00 570.471,00 555.621,00 555.621,00

8 A.4.2.1.9 Pemasangan Sunscreen Allumunium m2 458.326,00 477.114,00 452.606,00 452.606,00 452.606,00 463.606,00 452.606,00 464.156,00 464.596,00 453.046,00 453.046,00

9 A.4.2.1.10 Pemasangan Rolling Door Allumunium m2 572.825,00 588.170,00 560.725,00 560.725,00 560.725,00 572.825,00 560.725,00 573.375,00 573.925,00 561.275,00 561.275,00

10 A.4.2.1.11 Pemasangan Kusen Pintu Allumunium m' 108.167,40 112.759,35 107.647,10 107.647,10 107.647,10 110.067,10 107.647,10 110.551,10 110.574,75 107.670,75 107.670,75

11 A.4.2.1.12 Pemasangan Pintu Allumunium Strip Lebar 8 cm m2 472.159,05 491.028,45 471.130,55 471.130,55 471.130,55 480.810,55 471.130,55 482.746,55 482.793,30 471.177,30 471.177,30

12 A.4.2.1.13 Pemasangan Pintu Kaca Rangka Allumunium m2 439.587,50 458.452,50 438.553,50 438.553,50 438.553,50 448.233,50 438.553,50 450.169,50 450.219,00 438.603,00 438.603,00

13 A.4.2.1.14 Pemasangan Venetions Blinds & Vertical Blinds m2 156.799,50 154.775,50 152.564,50 152.564,50 152.564,50 152.564,50 152.564,50 152.564,50 152.757,00 152.757,00 152.757,00

14 A.4.2.1.15 Pemasangan Terali Besi Strip (2x3) cm m2 402.558,34 392.644,82 381.982,27 381.982,27 381.302,80 381.544,32 381.302,80 381.544,32 382.495,59 382.254,07 382.254,07




15 A.4.2.1.16 Pemasangan Kawat Nyamuk m2 88.993,95 88.864,85 87.542,53 87.542,53 87.353,77 87.788,86 87.353,77 87.788,86 87.857,30 87.422,22 87.422,22

16 A.4.2.1.17 Pemasangan Jendela Nako & Tralis m2 55.566,50 54.945,00 53.146,50 53.146,50 53.146,50 53.388,50 53.146,50 53.388,50 53.498,50 53.256,50 53.256,50

17 A.4.2.1.18 Pemasangan Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm m' 202.532,00 209.114,40 180.339,50 180.339,50 180.339,50 184.422,15 180.339,50 184.254,95 175.290,50 180.477,00 180.477,00

18 A.4.2.1.19 Pemasangan Talang 1/2 Lingkaran 15 cm, Seng Plaat BJLS

30 Lebar 45 cm m' 61.655,00 62.107,10 55.935,00 55.935,00 55.385,00 56.015,30 55.385,00 56.015,30 56.281,50 55.550,00 55.550,00

XII A.4.6.2 HARGA SATUAN PEKERJAAN KUNCI dan KACA

1 A.4.6.2.2 Pemasangan Kunci Tanam Biasa Buah 177.787,50 184.525,00 174.872,50 174.872,50 174.872,50 178.172,50 174.872,50 178.942,50 178.997,50 174.927,50 174.927,50

2 A.4.6.2.3 Pemasangan Kunci Kamar Mandi Buah 121.893,75 125.922,50 119.061,25 119.061,25 119.061,25 121.481,25 119.061,25 121.481,25 121.508,75 119.088,75 119.088,75

3 A.4.6.2.4 Pemasangan Kunci Selinder Buah 176.893,75 183.672,50 174.061,25 174.061,25 174.061,25 177.361,25 174.061,25 178.131,25 178.158,75 174.088,75 174.088,75

4 A.4.6.2.5 Pemasangan Engsel Pintu Buah 19.731,25 19.827,50 18.658,75 18.658,75 18.658,75 18.768,75 18.658,75 18.768,75 18.741,25 18.741,25 18.741,25

5 A.4.6.2.6 Pemasangan Engsel Jendela Kupu-kupu Buah 34.237,50 35.365,00 33.522,50 33.522,50 33.522,50 34.182,50 33.522,50 34.182,50 11.577,50 33.577,50 33.577,50

6 A.4.6.2.7 Pemasangan Engsel Angin Buah 36.335,75 36.443,00 34.465,75 34.465,75 34.465,75 34.795,75 34.465,75 34.795,75 30.175,75 34.575,75 34.575,75

7 A.4.6.2.9 Pemasangan Kait Angin Buah 19.767,00 19.860,50 18.694,50 18.694,50 18.694,50 18.804,50 18.694,50 18.804,50 18.777,00 18.777,00 18.777,00

8 A.4.6.2.10 Pasang Door Closer Buah 73.328,75 74.360,00 69.753,75 69.753,75 69.753,75 70.523,75 69.753,75 70.523,75 70.798,75 70.028,75 70.028,75

9 A.4.6.2.11 Pemasangan Kunci Selot Buah 26.581,50 26.796,00 25.151,50 25.151,50 25.151,50 25.371,50 25.151,50 25.371,50 22.511,50 25.261,50 25.261,50

10 A.4.6.2.13 Pemasangan Door Stop Buah 36.665,75 37.928,00 35.950,75 35.950,75 35.950,75 36.720,75 35.950,75 36.720,75 36.775,75 36.005,75 36.005,75

11 A.4.6.2.14 Pemasangan Rel Pintu Dorong Buah 274.994,50 285.648,00 270.704,50 270.704,50 270.704,50 277.304,50 270.704,50 277.304,50 277.634,50 271.034,50 271.034,50

12 A.4.6.2.15 Pemasangan Kunci Lemari Buah 28.417,95 28.273,30 26.630,45 26.630,45 26.630,45 26.630,45 26.630,45 26.630,45 26.767,95 26.767,95 26.767,95

13 A.4.6.2.16 Pemasangan Kaca tebal 3 mm m2 93.608,63 97.515,00 97.376,13 97.376,13 91.326,13 93.625,13 91.326,13 93.625,13 103.508,63 91.408,63 91.408,63

14 A.4.6.2.17 Pemasangan Kaca tebal 5 mm m2 131.118,63 136.840,00 121.576,13 121.576,13 115.526,13 118.551,13 115.526,13 118.551,13 133.758,63 115.608,63 115.608,63

15 A.4.6.2.18 Pemasangan Kaca Cermin tebal 5 mm m2 346.498,63 362.989,00 345.426,13 345.426,13 345.426,13 355.106,13 194.176,13 199.621,13 266.858,63 230.558,63 230.558,63

XIII A.4.4.3HARGA SATUAN PEKERJAAN PENUTUP LANTAI dan

DINDING1 A.4.4.3.2 Pemasangan lantai Ubin PC Abu-abu Uk. 30 x 30 cm m2 101.731,50 104.020,50 86.991,50 86.991,50 86.166,50 87.953,00 87.294,00 88.453,50 87.480,00 86.546,00 86.546,00

2 A.4.4.3.3 Pemasangan lantai Ubin PC Abu-abu Uk. 20 x 20 cm m2 105.255,70 107.410,82 77.152,90 77.152,90 76.334,50 77.768,24 77.437,80 78.235,30 77.284,90 76.704,10 76.704,10

3 A.4.4.3.5 Pemasangan lantai Ubin PC Warna Uk. 30 x 30 cm m2 132.219,50 135.845,90 110.334,00 110.334,00 112.809,00 115.327,90 113.936,50 115.828,40 114.359,90 113.188,50 113.188,50

4 A.4.4.3.6 Pemasangan lantai Ubin PC Warna Uk. 20 x 20 cm m2 132.568,70 136.087,82 106.632,90 106.632,90 109.378,50 111.696,64 110.481,80 112.163,70 110.678,70 109.748,10 109.748,10

5 A.4.4.3.9 Pemasangan lantai Ubin Granito Uk. 40 x 40 cm m2 445.080,90 464.466,09 436.252,30 436.252,30 438.284,00 450.242,98 439.423,60 451.124,85 449.713,55 438.671,20 438.671,20

6 A.4.4.3.16 Pemasangan Ubin Plin Pc.Abu-abu Uk. 15 x 20 cm m' 46.789,82 47.783,47 46.416,04 46.416,04 45.446,50 46.233,92 47.103,98 47.466,76 46.085,82 46.141,26 46.141,26

7 A.4.4.3.19 Pemasangan Ubin Plin Pc.Warna Uk. 10 x 20 cm m' 31.777,02 32.016,95 30.162,44 30.162,44 30.335,25 30.721,06 30.381,78 30.714,86 30.682,52 30.387,06 30.387,06

8 A.4.4.3.32 Pemasangan Lantai Keramik 10x 20 cm m2 198.326,92 200.303,53 177.604,24 177.604,24 182.799,38 185.973,74 184.036,38 186.625,56 184.785,92 183.369,56 183.369,56

9 A.4.4.3.33 Pemasangan lantai Keramik Uk. 10 x 10 cm / 5 x 20 cm m2 205.751,92 208.075,03 182.554,24 182.554,24 188.739,38 192.062,24 189.976,38 192.714,06 190.725,92 189.309,56 189.309,56

10 A.4.4.3.34 Pemasangan Lantai Keramik 33 x 33 cm m2 189.938,81 191.558,17 175.431,13 175.431,13 178.140,26 181.270,51 179.377,27 171.900,10 170.433,36 178.710,45 178.710,45



13 A.4.4.3.37 Pemasangan Lantai Keramik uk.10 x 33 cm, untuk variasi /

border m2 384.503,90 382.891,74 351.750,30 351.750,30 360.536,00 362.568,58 361.675,60 363.085,80 360.881,40 361.143,20 361.143,20

14 A.4.4.3.39 Pemasangan Plint Keramik Ukuran 10x20 cm m' 30.539,52 30.138,70 29.337,44 29.337,44 29.345,25 29.414,81 29.391,78 29.408,61 29.401,02 29.397,06 29.397,06



17 A.4.4.3.43 Pemasangan Lantai Marmer Ukuran 1.00x1.00 cm m2 592.764,92 614.578,93 583.592,24 583.592,24 584.167,38 598.891,74 585.404,38 600.243,16 599.096,52 584.737,56 584.737,56

18 A.4.4.3.44 Pemasangan Lantai Karpet m2 182.116,00 181.747,50 180.059,00 180.059,00 180.059,00 180.405,50 180.059,00 180.405,50 178.420,00 180.152,50 180.152,50

19 A.4.4.3.46 Pemasangan Lantai Parquet Jati m2 384.560,00 396.011,00 378.400,00 378.400,00 378.400,00 387.079,00 378.400,00 387.656,50 384.285,00 378.592,50 378.592,50

20 A.4.4.3.48 Pemasangan Dinding Porselen 11 x 11 cm m2 216.725,06 216.288,84 192.892,46 192.892,46 198.699,91 201.470,63 198.830,26 201.227,75 200.410,45 198.894,06 198.894,06

21 A.4.4.3.49 Pemasangan Dinding Keramik 10x20 cm, m2 218.233,40 218.983,60 195.280,80 195.280,80 201.088,25 204.223,58 201.218,60 203.980,70 203.135,90 201.254,90 201.254,90



24 A.4.4.3.55 Pemasangan Dinding Marmer Ukuran 1.00x1.00 cm m2 661.042,04 679.594,55 646.165,86 646.165,86 647.251,12 662.101,16 647.461,00 662.503,28 662.368,64 647.514,68 647.514,68

25 A.4.4.3.58 Pemasangan Dinding Batu Paros / Batu Tempel Hitam m2 223.619,00 226.947,60 217.778,00 217.778,00 217.201,88 221.477,30 217.838,50 221.655,50 221.210,00 217.481,00 217.481,00

26 A.4.4.3.59 Pemasangan Lantai Vynil uk.30 x 30 cm m2 125.948,90 128.370,00 122.874,40 122.874,40 122.874,40 124.427,60 122.874,40 124.427,60 123.036,10 122.967,90 122.967,90

27 A.4.4.3.63 Pemasangan Plint Kayu Klas II Ukuran 2x10 cm m' 41.844,00 42.306,00 40.161,00 40.161,00 40.161,00 40.844,10 40.161,00 40.821,00 40.458,00 40.227,00 40.227,00

XIV A.4.7.1 HARGA SATUAN PEKERJAAN PENGECATAN

1 A.4.7.1.1 Pengikisan / pengerokan Permukaan Cat Tembok Lama m2 10.015,50 9.207,00 9.190,50 9.190,50 9.190,50 9.207,00 9.190,50 9.207,00 9.207,00 9.190,50 9.190,50

2 A.4.7.1.2 Pencucian Bidang Permukaan Tembok yang Pernah dicat m2 9.977,00 9.168,50 9.152,00 9.152,00 9.152,00 9.168,50 9.152,00 9.168,50 9.168,50 9.152,00 9.152,00

3 A.4.7.1.3 Pengerokan Karat Cat Lama permukaan Baja dg cara manual m2 10.334,50 9.498,50 9.509,50 9.509,50 9.509,50 9.526,00 9.509,50 9.526,00 9.526,00 9.509,50 9.509,50

4 A.4.7.1.4 Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 2

Lp Cat Penutup) m2 36.888,50 38.024,80 36.388,00 36.388,00 36.388,00 37.275,70 34.243,00 35.070,20 40.484,40 34.276,00 34.276,00

5 A.4.7.1.5 Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 3

Lp Cat Penutup) m2 49.560,50 50.964,10 48.554,00 48.554,00 48.554,00 49.600,10 46.409,00 47.394,60 52.797,80 46.431,00 46.431,00

6 A.4.7.1.6 Pelaburan Bidang Kayu dg Teak Oil m2 28.919,00 28.682,50 27.659,50 27.659,50 27.659,50 27.659,50 27.659,50 27.659,50 28.006,00 28.006,00 28.006,00

7 A.4.7.1.7 Pelaburan Bidang Kayu dg Politur m2 38.813,50 40.060,24 38.087,50 38.087,50 38.087,50 38.833,96 35.216,50 35.905,54 46.788,50 35.304,50 35.304,50

8 A.4.7.1.8 Pelaburan Bidang Kayu dg Cat Residu & Ter m2 7.788,00 7.270,45 7.238,00 7.238,00 7.238,00 7.276,50 7.238,00 7.276,50 7.276,50 7.238,00 7.238,00

9 A.4.7.1.9 Pelaburan Bidang Kayu dg Vernis m2 29.364,50 28.550,50 27.428,50 27.428,50 27.428,50 27.472,50 26.493,50 26.510,00 28.231,50 26.581,50 26.581,50

10 A.4.7.1.10 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar m2 15.012,25 15.209,15 14.486,45 14.486,45 14.486,45 14.662,45 14.486,45 14.662,45 14.994,10 14.521,10 14.521,10

11 A.4.7.1.11 Pengecatan Tembok Lama (1lap.Plamir, 2lap Cat Penutup) m2 10.934,00 10.941,70 10.502,80 10.502,80 10.502,80 10.601,80 10.502,80 10.601,80 10.624,90 10.525,90 10.525,90

12 A.4.7.1.12 Pengecatan Tembok dengan Kalkarium m2 5.951,00 5.802,50 5.519,80 5.519,80 5.519,80 5.530,80 5.519,80 5.530,80 5.553,90 5.542,90 5.542,90

13 A.4.7.1.13 Pelaburan Tembok dengan Kapur Sirih m2 11.484,00 10.683,75 10.652,40 10.652,40 10.652,40 10.652,40 10.652,40 10.652,40 10.652,95 10.652,95 10.652,95

14 A.4.7.1.14 Pelaburan Tembok lama dengan Kapur Sirih (pemeliharaan) m2 5.720,00 5.585,25 5.467,00 5.467,00 5.467,00 5.483,50 5.467,00 5.483,50 5.486,25 5.469,75 5.469,75




15 A.4.7.1.15 Pemasangan Wallpaper m2 71.678,75 71.907,00 70.248,75 70.248,75 70.248,75 70.446,75 70.248,75 70.446,75 69.368,75 70.358,75 70.358,75

16 A.4.7.1.16 Pengecatan Permukaan Baja dg Meni Besi m2 19.285,75 19.278,60 18.053,75 18.053,75 18.053,75 18.118,65 18.383,75 18.459,65 18.411,25 18.394,75 18.394,75

17 A.4.7.1.17 Pengecatan Permukaan Baja dg Meni Besi & Perancah m2 44.874,50 43.948,85 43.114,50 43.114,50 43.114,50 43.443,40 43.444,50 43.784,40 43.584,75 43.568,25 43.568,25

Keterangan

Wilayah A : Kec. Cilacap Utara, Cilacap Tengah, Cilacap Selatan

Wilayah B : Kec. Kampung Laut & Kutawaru

Wilayah C : Kec. Kesugihan, Adipala, Sampang, Maos, Kroya

Wilayah D : Kec. Nusawungu, Binangun

Wilayah E Kec. Jeruklegi (bawah), Kawunganten (bawah), Bantarsari (bawah)

Wilayah F : Kec. Jeruklegi (atas), Kawunganten (atas), Bantarsari (atas)

Wilayah G : Kec. Majenang (bawah), Wanareja (bawah), Cimanggu (bawah), Karangpucung (bawah)

Wilayah H : Kec. Majenang (atas), Wanareja (atas), Cimanggu (atas), Karangpucung (atas), Dayeuhluhur (atas), Gandrungmangu (atas), Sidareja (atas), Patimuan (atas), Cipari (atas)

Wilayah I : Kec. Dayeuhluhur (bawah)

Wilayah J : Kec. Gandrungmangu (bawah), Sidareja (bawah), Cipari (bawah), Karangpucung (bawah)

Wilayah K : Kec. Kedungreja

master hspk perwilayah

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