REKAPITULASI RENCANA ANGGARAN BIAYA (1)

(1)

REKAPITULASI RENCANA ANGGARAN BIAYA

NAMA PEKERJAAN : STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK LOKASI : Jl. YOS SUDARSO No. 36, GRESIK

TAHUN ANGGARAN : 2017

JUMLAH HARGA (Rp)

1 3

A. BANGUNAN KANTOR BARU

I. PEKERJAAN LANTAI 1 Rp 238,206,317.89

II. PEKERJAAN LANTAI 2 Rp 98,162,196.86

III. PEKERJAAN ATAP Rp 39,931,348.85

376,299,863.60 Rp

B. PERLUASAN GUDANG ARSIP

I. PEKERJAAN LANTAI 1 Rp 191,255,903.34

II. PEKERJAAN LANTAI 2 Rp 127,814,310.72

319,070,214.06 Rp

C. PERLUASAN AREA PELAYANAN

I. PEKERJAAN PERLUASAN LOKET PELAYANAN Rp 93,724,096.36

II. PEKERJAAN PERLUASAN RUANG TUNGGU DEPAN Rp

-III. PEKERJAAN PENUTUPAN VOID LANTAI 2 Rp

-93,724,096.36 Rp

789,094,174.02 Rp

DIBULATKAN Rp 789,094,100.00 SUB TOTAL PEKERJAAN STRUKTUR

NO

2 JENIS PEKERJAAN

JUMLAH - A

JUMLAH - B

JUMLAH - C

Sidoarjo, Maret 2017

Konsultan Perencana

CV. Matra Cipta

(2)

RENCANA ANGGARAN BIAYA

HSPK JUMLAH

(Rp) (Rp)

1 3 4 5 6 = 3 x 5

A.

I. PEKERJAAN LANTAI 1

1 Bor Pondasi Strauss Pile dia. 30 cm 64.00 m1 67,078.00 4,292,992.00

2 Galian Tanah 12.07 m3 106,177.50 1,281,112.23

3 Urugan Pasir Padat Bawah Pondasi tb. 5 cm 0.86 m3 295,487.50 254,662.95

4 Urugan Tanah Kembali Pondasi 7.31 m3 28,776.00 210,460.76

5 Urugan Sirtu (Perataan site) 14.03 m3 288,557.50 4,047,018.94

6 Pembuangan Tanah 68.75 m3 37,895.00 2,605,357.04

7 Lantai Kerja tb. 5 cm 1.19 m3 1,041,115.90 1,240,031.50

8 Pondasi PC-2 165 x 90 cm 4.75 m3 4,461,540.00 21,201,238.08

9 Pelapisan Anti Rayap Pondasi 13.92 m2 42,721.80 594,687.46

10 Sloof elv. - 0.70 TB-1 20 x 40 cm 2.63 m3 5,737,106.00 15,106,488.55

11 Kolom Lantai 1 C-1 30 x 40 cm 4.66 m3 7,483,857.00 34,844,838.19

12 Balok elv. + 3.95 B-1 30 x 60 cm 5.43 m3 6,369,673.00 34,568,215.37

13 Balok elv. + 3.95 B-2 K 20 x 45 cm 0.85 m3 9,674,902.00 8,243,016.50

14 Balok elv. + 3.95 B-3 20 x 40 cm 0.23 m3 8,347,887.00 1,916,674.86

15 Balok elv. + 3.95 B-4 20 x 35 cm 3.65 m3 7,880,523.00 28,751,300.11

16 Plat Lantai elv. + 3.95 S-2 Tb. 12 cm 11.11 m3 7,113,771.00 79,048,223.35

238,206,317.89 Rp

4 Balok elv. + 7.45 B-1 30 x 60 cm 2.90 m3 6,369,673.00 18,459,312.35

5 Balok elv. + 7.45 B-2 K 20 x 45 cm 0.41 m3 9,674,902.00 4,009,279.39

6 Balok elv. + 7.45 B-3 20 x 40 cm 0.54 m3 8,347,887.00 4,521,215.60

7 Balok elv. + 7.45 B-4 20 x 35 cm 2.45 m3 7,880,523.00 19,279,699.52

8 Plat Atap elv. + 7.45 S-1 Tb. 10 cm 3.63 m3 8,055,248.00 29,200,274.00

98,162,196.86 Rp

Jumlah - I

Jumlah - II NO

BANGUNAN KANTOR BARU 2

JENIS PEKERJAAN VOLUME SATUAN

(3)

HSPK JUMLAH

(Rp) (Rp)

1 3 4 5 6 = 3 x 5

NO

2

III. PEKERJAAN ATAP

1 Rangka Atap Profil Double C.125.50.20.2,3 mm 357.91 kg 32,181.60 11,518,232.31

2 Double Base Plate uk. 20 x 30 cm - tb. 10 mm 75.36 kg 46,424.40 3,498,542.78

3 Angker dia. 16 mm - P. 40 cm 20.19 kg 23,691.80 478,395.74

4 Cat Meni Profil Double C.125.50.20.2,3 mm 4.91 m2 59,026.00 289,841.27

5 Ikatan Angin dia. 12 mm 42.12 m1 19,542.60 823,068.33

6 Plat Sambung Ikatan Angin tb. 5 mm 11.78 kg 46,424.40 546,647.31

7 Baut Tumpuan Ikatan Angin dia. 8 mm 24.00 bh 14,375.00 345,000.00

8 Turnbuckle Ikatan Angin dia. 12 mm 6.00 bh 48,125.00 288,750.00

9 Gording Profil C.125.50.20.2.3 mm 308.48 kg 32,181.60 9,927,508.69

10 Penyangga Gording L.50.50.5 mm 12.06 kg 46,424.40 560,063.96

11 Baut Penyangga Gording dia. 8 mm 64.00 bh 14,375.00 920,000.00

12 Cat Meni Gording Profil C.125.50.20.2.3 mm 28.01 m2 59,026.00 1,653,306.45

13 Sagrod dia. 10 mm 33.85 m1 15,174.50 513,687.17

14 Baut Sagrod dia. 10 mm 56.00 bh 15,000.00 840,000.00

15 Penutup Atap Metalsheet Tb. 0.4 mm 68.91 m2 55,055.00 3,794,005.22

16 Papan Lisplank Tb. 9 mm 17.96 m1 219,120.00 3,934,299.60

39,931,348.85 Rp

Jumlah - III

(4)

HSPK JUMLAH

(Rp) (Rp)

1 3 4 5 6 = 3 x 5

NO

2

B.

1 Bor Pondasi Strauss Pile dia. 30 cm 44.00 m1 67,078.00 2,951,432.00

2 Galian Tanah 9.60 m3 106,177.50 1,019,580.06

3 Urugan Pasir Padat Bawah Pondasi tb. 5 cm 2.71 m3 295,487.50 800,032.41

4 Urugan Tanah Kembali Pondasi 6.18 m3 28,776.00 177,910.50

5 Urugan Sirtu (Perataan site) 16.74 m3 288,557.50 4,829,586.88

6 Urugan Pasir Padat tb. 10 cm 4.78 m3 295,487.50 1,413,021.23

7 Pembuangan Tanah 47.42 m3 37,895.00 1,796,980.90

8 Lantai Kerja tb. 5 cm 0.95 m3 1,041,115.90 990,777.95

9 Pondasi PC-1 90 x 90 cm 2.92 m3 4,472,171.00 13,040,850.64

10 Pondasi PC-1 A 70 x 90 cm 0.50 m3 3,954,679.00 1,993,158.22

11 Pelapisan Anti Rayap Pondasi 10.49 m2 42,721.80 448,151.68

12 Sloof elv. - 0.70 TB-2 20 x 30 cm 1.59 m3 5,493,653.00 8,759,629.71

13 Kolom Pedestal Lantai 1 C-2 25 x 35 cm 1.83 m3 8,118,141.00 14,846,050.35

14 Kolom Lantai 1 C-4 WF.200.100.5,5.8 mm 663.07 kg 32,181.60 21,338,621.33

15 Balok elv. + 3.83 B-5 WF.200.100.5,5.8 mm 946.79 kg 32,181.60 30,469,056.16

16 Balok elv. + 3.83 B-6 Double C.125.50.20.2,3 267.56 kg 32,181.60 8,610,372.12

17 Plat Stiffener & Voute tb. 5 mm 160.99 kg 32,181.60 5,180,767.75

18 Double Base Plate uk. 25 x 30 cm - tb. 10 mm 129.53 kg 46,424.40 6,013,120.41

19 End Plate uk. 10 x 39 cm - tb. 10 mm 119.40 kg 46,424.40 5,543,003.72

20 End Plate uk. 11 x 17.4 cm - tb. 5 mm 1.50 kg 46,424.40 69,752.20

21 End Plate uk. L.10.5 x 17.4 cm - tb. 5 mm 2.85 kg 46,424.40 132,529.17

22 Angker dia. 16 mm - P. 40 cm 41.65 kg 23,691.80 986,691.22

23 Angker Chemical dia. 16 mm - P. 40 cm 90.00 titik 128,518.50 11,566,665.00

24 Baut HTB dia. 12 mm 238.00 bh 15,000.00 3,570,000.00

25 Shear Connector dia. 16 mm 221.00 bh 23,702.80 5,238,318.80

26 Cat Meni Rangka Profil Baja 79.58 m2 59,026.00 4,697,267.36

27 Plat Lantai elv. + 3.95 S-4 Tb. 12 cm 4.54 m3 7,661,478.00 34,772,575.59

191,255,903.34 Rp

PERLUASAN GUDANG ARSIP

Jumlah - I

(5)

HSPK JUMLAH

(Rp) (Rp)

1 3 4 5 6 = 3 x 5

NO

2

II. PEKERJAAN LANTAI 2

1 Kolom Lantai 2 C-4 WF.200.100.5,5.8 mm 695.87 kg 32,181.60 22,394,242.17

Balok elv. + 6.70 B-5 WF.200.100.5,5.8 mm 946.79 kg 32,181.60 30,469,056.16

Balok elv. + 6.70 B-6 Double C.125.50.20.2,3 267.56 kg 32,181.60 8,610,372.12

Plat Stiffener & Voute tb. 5 mm 164.27 kg 32,181.60 5,286,329.83

End Plate uk. 10 x 39 cm - tb. 10 mm 119.40 kg 46,424.40 5,543,003.72

End Plate uk. 11 x 17.4 cm - tb. 5 mm 1.50 kg 46,424.40 69,752.20

End Plate uk. L.10.5 x 17.4 cm - tb. 5 mm 2.85 kg 46,424.40 132,529.17

Angker dia. 16 mm - P. 40 cm 41.65 kg 23,691.80 986,691.22

Angker Chemical dia. 16 mm - P. 40 cm 90.00 titik 128,518.50 11,566,665.00

Baut HTB dia. 12 mm 238.00 bh 15,000.00 3,570,000.00

Shear Connector dia. 16 mm 221.00 bh 23,702.80 5,238,318.80

Cat Meni Rangka Profil Baja 80.92 m2 59,026.00 4,776,159.50

Plat Atap elv. + 6.80 S-3 Tb. 10 cm 3.61 m3 8,085,982.00 29,171,190.81

127,814,310.72 Rp

C.

I. PEKERJAAN PERLUASAN LOKET PELAYANAN

Bor Pondasi Strauss Pile dia. 30 cm 24.00 m1 67,078.00 1,609,872.00

Galian Tanah 5.46 m3 106,177.50 579,550.77

Urugan Pasir Padat Bawah Pondasi tb. 5 cm 0.39 m3 295,487.50 115,204.67

Urugan Tanah Kembali Pondasi 3.51 m3 28,776.00 101,128.07

Urugan Sirtu (Perataan site) 5.51 m3 288,557.50 1,590,673.22

Urugan Pasir Padat tb. 10 cm 1.58 m3 295,487.50 465,392.81

Pembuangan Tanah 25.94 m3 37,895.00 983,147.88

Lantai Kerja tb. 5 cm 0.52 m3 1,041,115.90 541,255.33

Pondasi PC-1 90 x 90 cm 1.94 m3 4,472,171.00 8,693,900.42

Pelapisan Anti Rayap Pondasi 5.94 m2 42,721.80 253,767.49

Sloof elv. - 0.70 TB-2 20 x 30 cm 0.78 m3 5,493,653.00 4,285,049.34

Kolom Pedestal Lantai 1 C-2 25 x 35 cm 1.00 m3 8,118,141.00 8,097,845.65

Kolom Lantai 1 C-4 WF.200.100.5,5.8 mm 361.67 kg 32,181.60 11,639,248.00

Balok elv. + 3.83 B-5 WF.200.100.5,5.8 mm 423.87 kg 32,181.60 13,640,814.79

Balok elv. + 3.83 B-6 Double C.125.50.20.2,3 154.38 kg 32,181.60 4,968,108.52

Plat Stiffener & Voute tb. 5 mm 78.55 kg 32,181.60 2,528,006.28

Double Base Plate uk. 25 x 30 cm - tb. 10 mm 70.65 kg 46,424.40 3,279,883.86

End Plate uk. 10 x 39 cm - tb. 10 mm 61.23 kg 46,424.40 2,842,566.01

Angker dia. 16 mm - P. 40 cm 22.72 kg 23,691.80 538,195.21

Angker Chemical dia. 16 mm - P. 40 cm 60.00 titik 128,518.50 7,711,110.00

Baut HTB dia. 12 mm 120.00 bh 15,000.00 1,800,000.00

Shear Connector dia. 16 mm 115.00 bh 23,702.80 2,725,822.00

Cat Meni Rangka Profil Baja 40.08 m2 59,026.00 2,365,564.46

Plat Atap elv. + 3.95 S-3 Tb. 10 cm 1.53 m3 8,085,982.00 12,367,989.57

93,724,096.36 Rp

Jumlah - I PERLUASAN AREA PELAYANAN

Jumlah - II

(6)

ANALISA HARGA SATUAN PEKERJAAN BETON BERTULANG

HARGA SAT. HSPK

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5

1 1 m3 - Pekerjaan Pondasi Strauss Pile dia. 30 cm

Campuran beton K-300 m3 1.0000 1,370,290.90 1,370,290.90

Bekisting Poer m2 - 158,436.30

-Pembongkaran Bekisting m2 - 9,487.50

-Besi BJTP-24 kg 22.2788 13,083.40 291,482.82

Besi BJTD-39 kg 88.4433 13,660.90 1,208,215.53

Besi Wiremesh BJTD-50 kg - 15,103.00

-2,869,989.00 Rp

2 1 m3 - Pekerjaan Pondasi PC-1 90 x 90 cm

Bekisting Poer m2 6.9444 158,436.30 1,100,252.08

Pembongkaran Bekisting m2 6.9444 9,487.50 65,885.42

Besi BJTP-24 kg - 13,083.40

-Besi BJTD-39 kg 141.6995 13,660.90 1,935,742.86

-4,472,171.00 Rp

3 1 m3 - Pekerjaan Pondasi PC-1 A 70 x 90 cm

Bekisting Poer m2 7.5794 158,436.30 1,200,846.56

Besi BJTP-24 kg - 13,083.40

-Besi BJTD-39 kg 96.0136 13,660.90 1,311,632.49

-3,954,679.00 Rp

4 1 m3 - Pekerjaan Pilecap PC-2 165 x 90 cm

Bekisting Poer m2 5.9343 158,436.30 940,215.42

Besi BJTP-24 kg - 13,083.40

-Besi BJTD-39 kg 153.3377 13,660.90 2,094,731.65

-4,461,540.00

(7)

(Rp.) (Rp.)

1 2 3 4 5 6 = 4 x 5

NO. U R A I A N SAT. VOLUME

5 1 m3 - Pekerjaan Sloof TB-1 20 x 40 cm

Bekisting Sloof m2 12.5000 164,395.00 2,054,937.50

Besi BJTP-24 kg 44.0384 13,083.40 576,171.96

Besi BJTD-39 kg 118.3752 13,660.90 1,617,111.92

-5,737,106.00 Rp

6 1 m3 - Pekerjaan Sloof TB-2 20 x 30 cm

Bekisting Sloof m2 13.3333 164,395.00 2,191,933.33

Besi BJTP-24 kg 29.1616 13,083.40 381,533.39

Besi BJTD-39 kg 104.1948 13,660.90 1,423,395.39

-5,493,653.00 Rp

7 1 m3 - Pekerjaan Kolom C-1 30 x 40 cm

Bekisting Kolom m2 11.6667 305,209.30 3,560,775.17

Besi BJTP-24 kg 49.3230 13,083.40 645,312.60

Besi BJTD-39 kg 131.5280 13,660.90 1,796,791.03

-7,483,857.00 Rp

Besi BJTP-24 kg 35.2104 13,083.40 460,672.07

Besi BJTD-39 kg 144.3050 13,660.90 1,971,336.44

-8,118,141.00 Rp

Besi BJTP-24 kg 45.4561 13,083.40 594,720.09

Besi BJTD-39 kg 104.1948 13,660.90 1,423,395.39

-9,682,342.00

(8)

(Rp.) (Rp.)

1 2 3 4 5 6 = 4 x 5

10 1 m3 - Pekerjaan Balok B-1 30 x 60 cm

Bekisting Balok m2 8.3333 373,257.50 3,110,479.17

Besi BJTP-24 kg 43.8427 13,083.40 573,611.20

Besi BJTD-39 kg 90.4940 13,660.90 1,236,229.66

-6,369,673.00 Rp

11 1 m3 - Pekerjaan Balok B-2 K 20 x 45 cm

Besi BJTP-24 kg 77.0672 13,083.40 1,008,300.94

Besi BJTD-39 kg 183.8823 13,660.90 2,511,998.08

-9,674,902.00 Rp

12 1 m3 - Pekerjaan Balok B-3 20 x 40 cm

Besi BJTP-24 kg 44.0384 13,083.40 576,171.96

Besi BJTD-39 kg 118.3752 13,660.90 1,617,111.92

-8,347,887.00 Rp

13 1 m3 - Pekerjaan Balok B-4 20 x35 cm

Besi BJTP-24 kg 28.2168 13,083.40 369,171.49

Besi BJTD-39 kg 89.3099 13,660.90 1,220,053.19

-7,880,523.00 Rp

14 1 m3 - Pekerjaan Plat S-1 Tb. 10 cm

Bekisting Plat m2 11.4331 468,270.00 5,353,768.75

Besi BJTP-24 kg 93.4556 13,083.40 1,222,717.45

Besi BJTD-39 kg - 13,660.90

-Besi Wiremesh BJTD-50 kg - 15,103.00

-8,055,248.00

(9)

(Rp.) (Rp.)

1 2 3 4 5 6 = 4 x 5

Bekisting Plat m2 9.4762 468,270.00 4,437,415.71

Besi BJTP-24 kg 92.9543 13,083.40 1,216,158.76

Besi BJTD-39 kg - 13,660.90

-Besi Wiremesh BJTD-50 kg - 15,103.00

-7,113,771.00 Rp

Bekisting Plat Metaldeck m2 14.9763 402,950.90 6,034,719.81

Besi BJTP-24 kg - 13,083.40

-Besi BJTD-39 kg - 13,660.90

-Besi Wiremesh BJTD-50 kg 40.3845 15,103.00 609,927.08

8,085,982.00 Rp

Bekisting Plat Metaldeck m2 12.3295 402,950.90 4,968,183.10

Besi BJTP-24 kg - 13,083.40

-Besi BJTD-39 kg - 13,660.90

-Besi Wiremesh BJTD-50 kg 83.7262 15,103.00 1,264,516.32

7,661,478.00 Rp

Jumlah HSPK Jumlah HSPK

Jumlah HSPK

(10)

ANALISA HARGA SATUAN DASAR PEKERJAAN

HARGA SAT. JUMLAH

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5 7

A PEKERJAAN TANAH

1 1 m1 - Pengukuran dan pemasangan bouwplank

a. Bahan : Kayu Hutan Balok Meranti m3 0.0120 6,225,000.00 74,700.00

Paku kg 0.0200 26,000.00 520.00

Kayu Hutan Papan Meranti m3 0.0070 6,500,000.00 45,500.00 Rp 120,720.00

b. Tenaga : Pekerja OH 0.1000 100,000.00 10,000.00

Tukang Kayu OH 0.1000 125,000.00 12,500.00

Kepala Tukang OH 0.0100 130,000.00 1,300.00

Mandor OH 0.0045 145,000.00 652.50 Rp 24,452.50

159,690.30 Rp

2 1 m2 - Pembersihan

a. Tenaga : Pekerja OH 0.1000 100,000.00 10,000.00

Mandor OH 0.0500 145,000.00 7,250.00

18,975.00 Rp

3 1 m3 - Galian tanah biasa, sedalam 1 meter

Mandor OH 0.0250 145,000.00 3,625.00

86,487.50 Rp

4 1 m3 - Galian tanah biasa, sedalam 2 meter

Mandor OH 0.0450 145,000.00 6,525.00

106,177.50 Rp

5 1 m3 - Galian tanah dengan alat berat

Mandor OH 0.0070 145,000.00 1,015.00 Rp 23,615.00

b. Sewa Alat : Sewa Excavator 0.9 m3 jam 0.0670 307,500.00 20,602.50

Sewa Dump Truck 8 - 10 m3 10 T jam 0.0700 430,000.00 30,100.00 Rp 50,702.50

81,749.80 Rp

Jumlah HSPK + 10%

HSPK

2

NO. U R A I A N SAT. INDEKS

(11)

a. Bahan : Pasir urug m3 1.2000 200,000.00 240,000.00 Rp 240,000.00

Mandor OH 0.0250 145,000.00 3,625.00 Rp 28,625.00

295,487.50 Rp

7 1 m3 - Urugan tanah Sirtu

a. Bahan : Tanah urug m3 1.2000 194,750.00 233,700.00 Rp 233,700.00

Mandor OH 0.0250 145,000.00 3,625.00 Rp 28,625.00

288,557.50 Rp

8 1 m3 - Urugan tanah kembali

Mandor OH 0.0080 145,000.00 1,160.00

28,776.00 Rp

9 1 m3 - Urugan Sirtu dengan alat berat

a. Bahan : Sirtu m3 1.2000 194,750.00 233,700.00 Rp 233,700.00

Mandor OH 0.0250 145,000.00 3,625.00 Rp 28,625.00

c. Sewa Alat : Sewa Stamper jam 0.0080 60,000.00 480.00 Rp 480.00 289,085.50 Rp

10 1 m1 - Pembuatan Lubang Strauss Pile

Mandor OH 0.0240 145,000.00 3,480.00 Rp 51,480.00

b. Sewa Alat : Sewa Alat Bantu Strouss bh 0.4000 100,000.00 9,500.00 Rp 9,500.00 67,078.00 Rp

11 1 m3 - Pembuangan tanah

Mandor OH 0.0100 145,000.00 1,450.00

37,895.00 Rp

Jumlah HSPK + 10% Jumlah HSPK + 10%

(12)

B PEKERJAAN BETON BERTULANG

1 1 m3 - Pondasi Bata Rollag

a. Bahan : Batu Bata Merah bh 755.0000 750.00 566,250.00

Semen / PC (50 kg) zak 0.5310 60,000.00 31,860.00

Pasir pasang m3 0.0930 240,000.00 22,320.00 Rp 620,430.00

Tukang batu OH 0.2000 125,000.00 25,000.00

Kepala tukang OH 0.0200 130,000.00 2,600.00

Mandor OH 0.0300 145,000.00 4,350.00 Rp 91,950.00

783,618.00 Rp

2 1 m3 - Campuran beton K-100

a. Bahan : Semen / PC (50 kg) zak 4.9400 60,000.00 296,400.00

Pasir beton m3 0.5431 240,000.00 130,344.00

Koral beton m3 0.5258 375,000.00 197,175.00

Air ltr 215.0000 500.00 107,500.00 Rp 731,419.00

Tukang batu OH 0.2750 125,000.00 34,375.00

Kepala tukang OH 0.0280 130,000.00 3,640.00

Mandor OH 0.0830 145,000.00 12,035.00 Rp 215,050.00

1,041,115.90 Rp

Pasir beton m3 0.4806 240,000.00 115,344.00

Koral beton m3 0.5416 375,000.00 203,100.00

Air ltr 215.0000 500.00 107,500.00 Rp 817,144.00

Tukang batu OH 0.2750 125,000.00 34,375.00

Kepala tukang OH 0.0280 130,000.00 3,640.00

Mandor OH 0.0830 145,000.00 12,035.00 Rp 215,050.00

1,135,413.40 Rp

Pasir beton m3 0.4325 240,000.00 103,800.00

Koral beton m3 0.5468 375,000.00 205,050.00

Air ltr 215.0000 500.00 107,500.00 Rp 992,350.00

Tukang batu OH 0.2750 125,000.00 34,375.00

Kepala tukang OH 0.0280 130,000.00 3,640.00

Mandor OH 0.0830 145,000.00 12,035.00 Rp 215,050.00

1,328,140.00 Rp

(13)

Pasir beton m3 0.4256 240,000.00 102,144.00

Koral beton m3 0.5374 375,000.00 201,525.00

Air ltr 215.0000 500.00 107,500.00 Rp 1,030,669.00

Tukang batu OH 0.2750 125,000.00 34,375.00

Kepala tukang OH 0.0280 130,000.00 3,640.00

Mandor OH 0.0830 145,000.00 12,035.00 Rp 215,050.00

1,370,290.90 Rp

6 1 m3 - Campuran beton K-250 (Ready Mix)

a. Bahan : Beton Ready Mix K-250 m3 1.0000 1,500,000.00 1,500,000.00 Rp 1,500,000.00

Tukang batu OH 0.1377 125,000.00 17,212.50

Mandor OH 0.0688 145,000.00 9,976.00 Rp 96,038.50

b. Sewa Alat : Sewa alat concrete vibrator bh 0.4819 26,500.00 12,770.35

Sewa Alat bantu ( 1 set @ 3 alat ) jam 2.5000 950.00 2,375.00 Rp 15,145.35

1,755,642.90 Rp

7 1 m3 - Campuran beton K-300 (Ready Mix)

a. Bahan : Beton Ready Mix K-300 m3 1.0000 1,500,000.00 1,500,000.00 Rp 1,500,000.00

Tukang batu OH 0.1377 125,000.00 17,212.50

Mandor OH 0.0688 145,000.00 9,976.00 Rp 96,038.50

b. Sewa Alat : Sewa alat concrete vibrator bh 0.4819 26,500.00 12,770.35

Sewa Alat bantu ( 1 set @ 3 alat ) jam 2.5000 950.00 2,375.00 Rp 15,145.35

1,755,642.90 Rp

8 1 kg - Pembesian Beton, Besi BJTP-24

a. Bahan : Besi beton polos / Besi BJTP-24 kg 1.0500 9,500.00 9,975.00

Bendrat kg 0.0150 13,000.00 195.00 Rp 10,170.00

b. Tenaga : Pekerja OH 0.0070 100,000.00 700.00

Tukang besi OH 0.0070 125,000.00 875.00

Kepala tukang OH 0.0007 130,000.00 91.00

Mandor OH 0.0004 145,000.00 58.00 Rp 1,724.00

13,083.40 Rp

(14)

9 1 kg - Pembesian Beton, Besi BJTD-39

a. Bahan : Besi beton ulir / Besi BJTD-39 kg 1.0500 10,000.00 10,500.00

Bendrat kg 0.0150 13,000.00 195.00 Rp 10,695.00

Tukang besi OH 0.0070 125,000.00 875.00

Kepala tukang OH 0.0007 130,000.00 91.00

Mandor OH 0.0004 145,000.00 58.00 Rp 1,724.00

13,660.90 Rp

10 1 kg - Pembesian Wiremesh BJTD-50

a. Bahan : Wiremesh kg 1.0200 11,132.97 11,355.63

Bendrat kg 0.0500 13,000.00 650.00 Rp 12,005.63

Tukang besi OH 0.0070 125,000.00 875.00

Kepala tukang OH 0.0007 130,000.00 91.00

Mandor OH 0.0004 145,000.00 58.00 Rp 1,724.00

15,103.00 Rp

11 1 m2 - Bekisting poer (3x Pakai)

a. Bahan : Kayu acuan (meranti) m3 0.0133 3,250,000.00 43,333.33

Paku kg 0.3000 26,000.00 7,800.00

Minyak bekisting ltr 0.1000 12,500.00 1,250.00 Rp 52,383.33

Tukang kayu OH 0.2600 125,000.00 32,500.00

Kepala tukang OH 0.0260 130,000.00 3,380.00

Mandor OH 0.0260 145,000.00 3,770.00 Rp 91,650.00

158,436.30 Rp

12 1 m2 - Bekisting sloof (3x Pakai)

Paku kg 0.3000 26,000.00 7,800.00

Minyak bekisting ltr 0.1000 12,500.00 1,250.00 Rp 57,800.00

Tukang kayu OH 0.2600 125,000.00 32,500.00

Kepala tukang OH 0.0260 130,000.00 3,380.00

Mandor OH 0.0260 145,000.00 3,770.00 Rp 91,650.00

164,395.00 Rp

(15)

13 1 m2 - Bekisting kolom (2x Pakai)

Kayu balok meranti m3 0.0075 6,225,000.00 46,687.50

Paku kg 0.4000 26,000.00 10,400.00

Plywood lbr 0.1750 170,000.00 29,750.00

Minyak bekisting ltr 0.2000 12,500.00 2,500.00

Dolken kayu gelam btg 1.0000 6,800.00 6,800.00 Rp 161,137.50

Tukang kayu OH 0.3300 125,000.00 41,250.00

Kepala tukang OH 0.0330 130,000.00 4,290.00

Mandor OH 0.0330 145,000.00 4,785.00 Rp 116,325.00

305,209.30 Rp

14 1 m2 - Bekisting balok (1,5x Pakai)

Paku kg 0.4000 26,000.00 10,400.00

Plywood lbr 0.2333 170,000.00 39,666.67

Tukang kayu OH 0.3300 125,000.00 41,250.00

Kepala tukang OH 0.0330 130,000.00 4,290.00

Mandor OH 0.0330 145,000.00 4,785.00 Rp 116,325.00

373,257.50 Rp

15 1 m2 - Bekisting plat lantai

Paku kg 0.4000 26,000.00 10,400.00

Plywood lbr 0.3500 170,000.00 59,500.00

Tukang kayu OH 0.3300 125,000.00 41,250.00

Kepala tukang OH 0.0330 130,000.00 4,290.00

Mandor OH 0.0330 145,000.00 4,785.00 Rp 116,325.00

468,270.00 Rp

(16)

16 1 m2 - Bekisting plat lantai metaldeck

a. Bahan : Plat galvanis tb. 0.75 mm m2 1.0300 150,000.00 154,500.00

Kayu acuan (meranti) m3 0.0400 3,250,000.00 130,000.00

Paku kg 0.1000 26,000.00 2,600.00

Plywood lbr 0.0900 170,000.00 15,300.00

Minyak bekisting ltr 0.0500 12,500.00 625.00

Tukang kayu OH 0.0800 125,000.00 10,000.00

Kepala tukang OH 0.0100 130,000.00 1,300.00

Mandor OH 0.0100 145,000.00 1,450.00 Rp 29,750.00

402,950.90 Rp

17 1 m2 - Bekisting plat dinding

Paku kg 0.4000 26,000.00 10,400.00

Plywood lbr 0.3500 170,000.00 59,500.00

Tukang kayu OH 0.3300 125,000.00 41,250.00

Kepala tukang OH 0.0330 130,000.00 4,290.00

Mandor OH 0.0330 145,000.00 4,785.00 Rp 116,325.00

474,237.50 Rp

18 1 m2 - Bekisting tangga

Paku kg 0.4000 26,000.00 10,400.00

Plywood lbr 0.3500 170,000.00 59,500.00

Tukang kayu OH 0.3300 125,000.00 41,250.00

Kepala tukang OH 0.0330 130,000.00 4,290.00

Mandor OH 0.0330 145,000.00 4,785.00 Rp 116,325.00

431,832.50 Rp

(17)

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5 7

HSPK

2

19 1 m2 - Pembongkaran cetakan

Mandor OH 0.0250 145,000.00 3,625.00 Rp 8,625.00

9,487.50 Rp

20 1 m3 - Pondasi Batu Belah, Campuran 1 PC : 3 PP

a. Bahan : Batu Belah 15 cm / 20 cm m3 1.2000 660,000.00 792,000.00

Semen / PC (40 kg) kg 202.0000 1,200.00 242,400.00

Pasir pasang m3 0.4850 240,000.00 116,400.00 Rp 1,150,800.00

Tukang batu OH 0.7500 125,000.00 93,750.00

Kepala tukang OH 0.0750 130,000.00 9,750.00

Mandor OH 0.0750 145,000.00 10,875.00 Rp 264,375.00

1,556,692.50 Rp

(18)

C PEKERJAAN BESI & BAJA

1 1 kg - Besi profil kuda - kuda baja

a. Bahan : Besi baja profil WF kg 1.150 10,500.00 12,075.00

Elektrode baja kg 0.040 61,656.25 2,466.25 Rp 14,541.25

Tukang las OH 0.060 125,000.00 7,500.00

Kepala tukang OH 0.006 130,000.00 780.00

Mandor OH 0.003 145,000.00 435.00 Rp 14,715.00

32,181.60 Rp

2 1 kg - Besi baja profil gording atap

a. Bahan : Besi baja profil kanal C kg 1.150 10,500.00 12,075.00

Tukang las OH 0.060 125,000.00 7,500.00

Kepala tukang OH 0.006 130,000.00 780.00

Mandor OH 0.003 145,000.00 435.00 Rp 14,715.00

32,181.60 Rp

3 1 kg - Besi baja siku

a. Bahan : Besi baja siku 70.70.7 kg 1.150 10,500.00 12,075.00

Tukang las OH 0.060 125,000.00 7,500.00

Kepala tukang OH 0.006 130,000.00 780.00

Mandor OH 0.003 145,000.00 435.00 Rp 14,715.00

46,424.40 Rp

4 1 kg - Besi plat landasan / simpul

a. Bahan : Besi plat landasan / simpul kg 1.150 10,500.00 12,075.00

Tukang las OH 0.060 125,000.00 7,500.00

Kepala tukang OH 0.006 130,000.00 780.00

Mandor OH 0.003 145,000.00 435.00 Rp 14,715.00

46,424.40 Rp

(19)

a. Bahan : Besi beton kg 0.670 9,500.00 6,365.00 Rp 6,365.00

Tukang besi OH 0.030 125,000.00 3,750.00

Kepala tukang OH 0.003 130,000.00 390.00

Mandor OH 0.002 145,000.00 290.00 Rp 7,430.00

15,174.50 Rp

6 1 m1 - Trackstank / Ikatan batang tarik

Tukang besi OH 0.030 125,000.00 3,750.00

Kepala tukang OH 0.003 130,000.00 390.00

Mandor OH 0.002 145,000.00 290.00 Rp 7,430.00

15,174.50 Rp

7 1 m1 - Ikatan angin

Tukang besi OH 0.030 125,000.00 3,750.00

Kepala tukang OH 0.003 130,000.00 390.00

Mandor OH 0.002 145,000.00 290.00 Rp 7,430.00

19,542.60 Rp

8 1 kg - Pemasangan angkur

a. Bahan : Besi beton kg 1.100 9,500.00 10,450.00

Fitting + Material bantu kg 0.350 10,450.00 3,657.50 Rp 14,107.50

Tukang besi OH 0.030 125,000.00 3,750.00

Kepala tukang OH 0.003 130,000.00 390.00

Mandor OH 0.002 145,000.00 290.00 Rp 7,430.00

23,691.80 Rp

9 1 bh - Pemasangan shear connector Ø 13 mm

a. Bahan : Shear connector Ø13 mm bh 1.100 1,015.90 1,117.49

b. Tenaga : Pengelasan dengan las listrik cm1 4.084 3,950.10 16,132.49

18,975.00 Rp

23,702.80 Rp

(20)

28,561.50 Rp

29,456.90 Rp

13 1 titik - Pemasangan chemical anchor dia. 13 mm, P. 40 cm

a. Bahan : Chemical anchor liter 0.053 825,000.00 43,801.66

Angkur besi kg 0.417 23,691.80 9,874.25 Rp 53,675.91

b. Tenaga : Tukang besi OH 0.050 125,000.00 6,250.00

Mandor OH 0.010 145,000.00 1,450.00 Rp 7,700.00

c. Sewa Alat : Sewa alat bantu chemical anchor jam 0.250 30,000.00 7,500.00 Rp 7,500.00 75,763.60 Rp

Angkur besi kg 0.789 23,691.80 18,696.81 Rp 101,634.86

Mandor OH 0.010 145,000.00 1,450.00 Rp 7,700.00

Angkur besi kg 1.335 23,691.80 31,638.51 Rp 171,985.24

Mandor OH 0.010 145,000.00 1,450.00 Rp 7,700.00

Angkur besi kg 2.089 23,691.80 49,488.12 Rp 269,014.77

Mandor OH 0.010 145,000.00 1,450.00 Rp 7,700.00

(21)

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5 7

HSPK

2

17 1 bh - Pemasangan jarum keras / Turnbuckle

a. Bahan : Jarum keras / Turnbuckle bh 1.000 43,750.00 43,750.00

48,125.00 Rp

18 1 cm1 - Pengelasan dengan las listrik

a. Bahan : Electrode las kg 0.040 61,656.25 2,466.25

Solar ltr 0.030 8,000.00 240.00

Minyak pelumas las ltr 0.004 45,000.00 180.00 Rp 2,886.25

Tukang besi OH 0.0020 125,000.00 250.00

Kepala tukang OH 0.0002 130,000.00 26.00

Mandor OH 0.0002 145,000.00 29.00 Rp 705.00

3,950.10 Rp

19 1 m2 - Pemasangan rangka atap baja ringan

a. Bahan : Rangka baja ringan + asesoris kg 1.100 345,000.00 379,500.00 Rp 379,500.00

Tukang besi OH 0.100 125,000.00 12,500.00

Kepala tukang OH 0.010 130,000.00 1,300.00

Mandor OH 0.005 145,000.00 725.00 Rp 54,525.00

477,427.50 Rp

20 1 m2 - Pemasangan usuk + reng baja ringan

a. Bahan : Usuk baja ringan uk. 40x40 mm m2 1.100 93,750.00 103,125.00

Reng baja ringan profile Ω - 40 mm m2 1.100 68,750.00 75,625.00 Rp 178,750.00

Tukang besi OH 0.050 125,000.00 6,250.00

Kepala tukang OH 0.005 130,000.00 650.00

Mandor OH 0.003 145,000.00 362.50 Rp 27,262.50

226,614.30 Rp

(22)

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5 7

HSPK

2

21 1 m2 - Pemasangan Penutup Atap Metalsheet

a. Bahan : Genteng Metal Tb. 0.4 mm lbr 3.320 -

-Paku kg 0.033 10,500.00 349.65 Rp 349.65

Tukang kayu OH 0.200 125,000.00 25,000.00

Kepala tukang OH 0.025 130,000.00 3,250.00

Mandor OH 0.010 145,000.00 1,450.00 Rp 49,700.00

55,055.00 Rp

22 1 m1 - Pemasangan Bubungan Atap Metalsheet

a. Bahan : Nok Genteng Metal Tb. 0.4 mm bh 3.077 -

-Paku kg 0.033 10,500.00 349.65 Rp 349.65

Tukang batu OH 0.200 125,000.00 25,000.00

Kepala tukang OH 0.020 130,000.00 2,600.00

Mandor OH 0.002 145,000.00 290.00 Rp 67,890.00

75,064.00 Rp

25 1 m1 - Pemasangan Lisplank

a. Bahan : Woodplank 1.2 x 20 x 400 cm m1 1.100 77,500.00 85,250.00

Rangka galvalume kg 1.100 68,750.00 75,625.00 Rp 160,875.00

Tukang kayu OH 0.200 125,000.00 25,000.00

Kepala tukang OH 0.020 130,000.00 2,600.00

Mandor OH 0.005 145,000.00 725.00 Rp 38,325.00

219,120.00 Rp

(23)

26 1 m1 - Pemasangan Papan Ruiter

a. Bahan : Woodplank 1.2 x 20 x 400 cm m1 1.100 77,500.00 85,250.00

Rangka galvalume kg 1.100 68,750.00 75,625.00 Rp 160,875.00

Tukang kayu OH 0.200 125,000.00 25,000.00

Kepala tukang OH 0.020 130,000.00 2,600.00

Mandor OH 0.005 145,000.00 725.00 Rp 38,325.00

219,120.00 Rp

27 1 m1 - Pemasangan Talang Seng Datar

a. Bahan : Plat seng lbr 0.500 40,000.00 20,000.00

Paku kg 0.015 26,000.00 390.00

Hollow besi 30/30 kg 7.050 38,281.25 269,882.81

Meni besi kg 0.250 60,000.00 15,000.00 Rp 305,272.81

Tukang kayu OH 0.400 125,000.00 50,000.00

Kepala tukang OH 0.025 130,000.00 3,250.00

Mandor OH 0.013 145,000.00 1,885.00 Rp 70,135.00

412,948.80 Rp

D PEKERJAAN PASANGAN BATA

1 1 m2 - Bata Merah, 1 PC : 3 PP (tebal 1/2 BT)

a. Bahan : Bata merah 5 x 11 x 22 cm Bh 70.0000 750.00 52,500.00

Semen portland Kg 14.3700 1,200.00 17,244.00

Pasir pasang M³ 0.0400 240,000.00 9,600.00 Rp 79,344.00

Tukang batu OH 0.1000 125,000.00 12,500.00

Kepala tukang OH 0.0100 130,000.00 1,300.00

Mandor OH 0.0150 145,000.00 2,175.00 Rp 45,975.00

137,850.90 Rp

2 1 m2 - Bata Merah, 1 PC : 5 PP (tebal 1/2 BT)

a. Bahan : Bata merah 5 x 11 x 22 cm Bh 70.0000 750.00 52,500.00

Semen portland Kg 9.6800 1,200.00 11,616.00

Pasir pasang M³ 0.0450 240,000.00 10,800.00 Rp 74,916.00

Tukang batu OH 0.1000 125,000.00 12,500.00

Kepala tukang OH 0.0100 130,000.00 1,300.00

Mandor OH 0.0150 145,000.00 2,175.00 Rp 45,975.00

132,980.10 Rp

(24)

E PEKERJAAN PLESTERAN, ACIAN, & BENANGAN

1 1 m2 - Plesteran, 1 PC : 3 PP (t= 15 mm)

Pasir pasang m3 0.0230 240,000.00 5,520.00 Rp 14,832.00

Tukang batu OH 0.1500 125,000.00 18,750.00

Kepala tukang OH 0.0150 130,000.00 1,950.00

Mandor OH 0.0150 145,000.00 2,175.00 Rp 52,875.00

74,477.70 Rp

2 1 m2 - Plesteran, 1 PC : 5 PP (t= 15 mm)

Pasir pasang m3 0.0260 240,000.00 6,240.00 Rp 12,480.00

Tukang batu OH 0.1500 125,000.00 18,750.00

Kepala tukang OH 0.0150 130,000.00 1,950.00

Mandor OH 0.0150 145,000.00 2,175.00 Rp 52,875.00

71,890.50 Rp

3 1 m2 - Acian

a. Bahan : Semen / PC (40 kg) zak 0.0810 48,000.00 3,888.00 Rp 3,888.00

Tukang batu OH 0.1000 125,000.00 12,500.00

Kepala tukang OH 0.0100 130,000.00 1,300.00

Mandor OH 0.0100 145,000.00 1,450.00 Rp 35,250.00

43,051.80 Rp

4 1 m1 - Benangan atau Tali Air, 1 PC : 2 PP

a. Bahan : Semen / PC (40 kg) zak 0.0130 48,000.00 624.00

Pasir pasang m3 0.0130 240,000.00 3,120.00 Rp 3,744.00

Tukang batu OH 0.0500 125,000.00 6,250.00

Kepala tukang OH 0.0050 130,000.00 650.00

Mandor OH 0.0040 145,000.00 580.00 Rp 14,980.00

20,596.40 Rp

(25)

(Rp.) (Rp.)

1 3 4 5 6 = 4 x 5 7

HSPK

2

5 1 m2 - Pelapisan Waterprofing

a. Bahan : Waterprofing Kg 0.3500 50,000.00 17,500.00

Serat Fiber m2 1.0000 5,625.00 5,625.00 Rp 23,125.00

Tukang Cat OH 0.0750 125,000.00 9,375.00

Kepala tukang OH 0.0075 130,000.00 975.00

Mandor OH 0.0025 145,000.00 362.50 Rp 15,712.50

42,721.80 Rp

F PEKERJAAN PENGECATAN

1 1 m2 - Meni besi

a. Bahan : Cat meni besi kg 0.200 60,000.00 12,000.00

Kuas cat uk. 4" bh 0.200 10,000.00 2,000.00

Minyak cat / Thinner A ltr 0.100 28,000.00 2,800.00 Rp 16,800.00

Tukang cat OH 0.150 125,000.00 18,750.00

Kepala tukang OH 0.015 130,000.00 1,950.00

Mandor OH 0.008 145,000.00 1,160.00 Rp 36,860.00

59,026.00 Rp

2 1 m2 - Cat besi

a. Bahan : Cat besi kg 0.100 55,000.00 5,500.00

kuas bh 0.010 10,000.00 100.00 Rp 5,600.00

Tukang cat OH 0.200 125,000.00 25,000.00

Kepala tukang OH 0.020 130,000.00 2,600.00

Mandor OH 0.010 145,000.00 1,450.00 Rp 31,050.00

40,315.00 Rp