Final Infrastruktur Analisa

REKAPITULASI RENCANA ANGGARAN BIAYAPEKERJAAN INFRASTRUKTUR UIN SUNAN KALIJAGA

NO URAIAN PEKERJAANHARGA JUMLAH

(Rp) (Rp)

I Pagar KampusI.1 Pagar BRC h=1.20 m 131,426,383.04I.2 Pagar BRC h=1.90 m 161,545,464.50I.3 Pagar Trasparan 112,368,865.67I.4 Pagar masif 59,340,311.13I.5 Pintu Gerbang ( masuk jln gelanggang,parkir) 18,514,144.98I.6 Pintu 36,723,623.62I.7 Portal 1,384,964.23

Jumlah Sub Total I 521,303,757.17

II Area Parkir Motor Adab & Pasca Sarjana II.1 Pergola 66,065,393.73II.2 Hard Material 111,185,956.12II.3 Soft material

II.3.1 Pohon 3,720,000.00II.3.2 Semak 22,662,500.00II.3.3 Ground Cover 686,000.00II.3.4 Pekerjaan tanah subur 6,608,000.00

II.4 Pos Jaga = 1 unit , ukuran 1,5x1.5 m2 14,485,363.27

Jumlah Sub Total II 225,413,213.11

III Area Parkir Issoshum III.1 Hard Material 95,832,570.76III.2 Soft Material

III.2.1 Pohon 775,000.00III.2.2 Semak 28,568,500.00III.2.3 Ground Cover 17,154,000.00III.2.4 Pekerjaan tanah subur 7,875,000.00

Jumlah Sub Total III 150,205,070.76

IV Area Parkir PerpustakaanIV.1 Pergola 106,253,706.70IV.2 Hard Material 102,090,705.45IV.3 Soft material

IV.3.1 Pohon 49,323,000.00IV.3.2 Semak 43,309,500.00IV.3.3 Ground Cover 25,971,860.00IV.3.4 Pekerjaan tanah subur 82,652,500.00

IV.4 Tiang bendera 1,894,784.84IV.5 Penambahan lampu sorot ( 2 unit ) 4,500,000.00

Jumlah Sub total IV 415,996,056.99

V Area Parkir Dakwah - UshuluddinV.1 Pergola 116,594,297.19V.2 Parkir motor canopy 156,491,611.22V.3 Hard Material 345,257,172.50V.4 Soft material

V.4.1 Pohon 5,990,000.00V.4.2 Semak 2,070,000.00V.4.3 Ground Cover 5,704,000.00V.4.4 Pekerjaan tanah subur 8,410,500.00

V.5 Pos Jaga = 1 unit , ukuran 1,5x1.5 m2 14,485,363.27

Jumlah Sub Total V 655,002,944.18

VI Area Parkir Multipurpose & Jln utama kampus timurVI.1 Hard Material 176,687,629.05VI.2 Soft Material

VI.2.1 Pohon 11,645,000.00VI.2.2 Semak 7,809,500.00VI.2.3 Ground Cover 7,063,250.00VI.2.4 Pekerjaan tanah subur 5,403,300.00

VI.3 Pos Jaga = 1 unit ukuran, 3.6x3.6 m2 77,983,589.40

Jumlah Sub Total VI 286,592,268.44

NO URAIAN PEKERJAANHARGA JUMLAH

(Rp) (Rp)

VII Parkir BisVII.1 Shelter Bis 394,704,461.70VII.2 Soft material

VII.2.1 Pohon 1,350,000.00VII.2.2 Semak 1,785,000.00VII.2.3 Ground Cover 3,536,000.00VII.2.4 Pekerjaan tanah subur 5,587,050.00

Jumlah Sub Total VII 406,962,511.70

VIII Bangunan Percetakan 228,071,064.44

Jumlah Sub Total VIII 228,071,064.44

IX TamanIX.1 Area parkir 2 Ushuluddin - DakwahIX.1 Soft material

IX.1.1 Pohon 21,170,000.00IX.1.2 Semak 63,176,500.00IX.1.3 Ground Cover 45,349,000.00IX.1.4 Pekerjaan tanah subur 20,127,100.00

Sub total IX.1 149,822,600.00

IX.2 ScientechIX.2.1 Hard Material 560,461.72IX.2.2 Soft material

IX.2.2.1 Pohon 7,790,000.00IX.2.2.2 Semak 56,507,500.00IX.2.2.3 Ground Cover 26,093,000.00IX.2.2.4 Pekerjaan tanah subur 14,971,250.00

Sub total IX.2 105,922,211.72Total ( Sub Total I + II + III + IV + V + VI + VII + VIII + IX ) 3,145,291,698.53

PPN 10 % 314,529,169.85Grand total 3,459,820,868.38

RAB : TAMANPEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA

No URAIAN PEKERJAAN SATUAN VOLUMEHARGA SATUAN JUMLAH HARGA

( Rp ) ( Rp )

IX TamanIX.1 Area parkir 2 Ushuluddin - Dakwah

IX.1.1 Soft materialIX.1.1 Pohon

IX.1.1.1 Kembang Merak pohon 0 95,000.00 0.00IX.1.1.2 Adam Eva pohon 5010 3,000.00 15,030,000.00IX.1.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00IX.1.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 4 125,000.00 500,000.00IX.1.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 4 125,000.00 500,000.00IX.1.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00IX.1.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 24 80,000.00 1,920,000.00IX.1.1.8 Glodogan pecut (2m) d=3cm pohon 22 50,000.00 1,100,000.00IX.1.1.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

IX.1.1.10 Talok pohon 0 75,000.00 0.00IX.1.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00IX.1.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00IX.1.1.13 Trembesi t=6m pohon 0 600,000.00 0.00IX.1.1.14 Flamboyan pohon 0 600,000.00 0.00IX.1.1.15 Palm wregu (1.2m) pohon 53 40,000.00 2,120,000.00

Sub total IX.1.1 21,170,000.00

IX.1.2 SemakIX.1.2.1 Bougainvillea variegate t=30cm polybag 472 85,000.00 40,120,000.00IX.1.2.2 heliconia ( 50 cm) bunga kuning polybag 302 3,250.00 981,500.00IX.1.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00IX.1.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00IX.1.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00IX.1.2.6 Kana holland t=30cm polybag 0 12,500.00 0.00IX.1.2.7 acalypha wilkesiana t=50cm polybag 2840 6,500.00 18,460,000.00IX.1.2.8 soka pagar polybag 0 3,500.00 0.00IX.1.2.9 kemuning t=50cm polybag 482 7,500.00 3,615,000.00

IX.1.2.10 Melati Jepang polybag 0 4,750.00 0.00

Sub total IX.1.2 63,176,500.00

IX.1.3 Ground CoverIX.1.3.1 Lantena polybag 742 3,500.00 2,597,000.00IX.1.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 2522 3,000.00 7,566,000.00IX.1.3.3 puring kuning polybag 231 7,500.00 1,732,500.00IX.1.3.4 puring merah polybag 1189 7,500.00 8,917,500.00IX.1.3.5 bakung air mancur polybag 5634 4,000.00 22,536,000.00IX.1.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00IX.1.3.7 irish bunga kuning polybag 250 8,000.00 2,000,000.00IX.1.3.8 rumput m2 0 8,000.00 0.00IX.1.3.9 spathypylum polybag 0 5,000.00 0.00

IX.1.3.10 adam eva polybag 0 3,000.00 0.00IX.1.3.11 lili paris brasil polybag 0 3,000.00 0.00IX.1.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total IX.1.3 45,349,000.00

IX.1.4 Pekerjaan tanah suburIX.1.4.1 Tanah subur 20cm m3 287.53 70,000.00 20,127,100.00

Sub total IX.1.4 20,127,100.00Sub total IX.1 149,822,600.00

RAB : TAMANPEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

IX.2 Scientech

IX.2.1 Hard MaterialIX.2.1 Rabat beton m2 20 28,023.09 560,461.72

Sub total IX.2.1 560,461.72

IX.2.2 Soft materialIX.2.2.1 Pohon

IX.2.2.1.1 Kembang Merak pohon 14 95,000.00 1,330,000.00IX.2.2.1.2 Adam Eva pohon 0 3,000.00 0.00IX.2.2.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00IX.2.2.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 0 125,000.00 0.00IX.2.2.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 4 125,000.00 500,000.00IX.2.2.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00IX.2.2.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00IX.2.2.1.8 Glodogan pecut (2m) d=3cm pohon 0 50,000.00 0.00IX.2.2.1.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

IX.2.2.1.10 Talok pohon 0 75,000.00 0.00IX.2.2.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00IX.2.2.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00IX.2.2.1.13 Trembesi t=6m pohon 0 600,000.00 0.00IX.2.2.1.14 Flamboyan pohon 0 600,000.00 0.00IX.2.2.1.15 Palm wregu (1.2m) pohon 149 40,000.00 5,960,000.00

Sub total IX.2.2.1 7,790,000.00

IX.2.2.2 SemakIX.2.2.2.1 Bougainvillea variegate t=30cm polybag 429 85,000.00 36,465,000.00IX.2.2.2.2 heliconia ( 50 cm) bunga kuning polybag 352 3,250.00 1,144,000.00IX.2.2.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00IX.2.2.2.4 Oliander t=1.2m polybag 154 12,000.00 1,848,000.00IX.2.2.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00IX.2.2.2.6 Kana holland t=30cm polybag 781 12,500.00 9,762,500.00IX.2.2.2.7 acalypha wilkesiana t=50cm polybag 512 6,500.00 3,328,000.00IX.2.2.2.8 soka pagar polybag 0 3,500.00 0.00IX.2.2.2.9 kemuning t=50cm polybag 528 7,500.00 3,960,000.00

IX.2.2.2.10 Melati Jepang polybag 0 4,750.00 0.00

Sub total IX.2.2.2 56,507,500.00

IX.2.2.3 Ground CoverIX.2.2.3.1 Lantena polybag 0 3,500.00 0.00IX.2.2.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 1428 3,000.00 4,284,000.00IX.2.2.3.3 puring kuning polybag 0 7,500.00 0.00IX.2.2.3.4 puring merah polybag 700 7,500.00 5,250,000.00IX.2.2.3.5 bakung air mancur polybag 320 4,000.00 1,280,000.00IX.2.2.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00IX.2.2.3.7 irish bunga kuning polybag 0 8,000.00 0.00IX.2.2.3.8 rumput m2 188 8,000.00 1,504,000.00IX.2.2.3.9 spathypylum polybag 0 5,000.00 0.00

IX.2.2.3.10 adam eva polybag 3075 3,000.00 9,225,000.00IX.2.2.3.11 lili paris brasil polybag 0 3,000.00 0.00IX.2.2.3.12 kacang-kacangan/avachis pintoi polybag 1300 3,500.00 4,550,000.00

Sub total IX.2.2.3 26,093,000.00

IX.2.2.4 Pekerjaan tanah suburIX.2.2.4 Tanah subur 20cm m3 213.875 70,000.00 14,971,250.00

Sub total IX.2.2.4 14,971,250.00Sub total IX.2 105,922,211.72

RAB : PARKIR BIS, BANGUNAN PERCETAKANPEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

VII Parkir BisVII.1 Shelter Bis

VII.1.1 Galian tanah m3 89.889 13,300.10 1,195,532.69VII.1.2 Site clearing (termasuk pembersihan bekas puing2) m2 663.68 9,455.06 6,275,130.90VII.1.3 Urugan pasir t=5cm m3 57.854 66,990.03 3,875,640.91VII.1.4 Pasangan pondasi batu kali 1PC : 4PS m3 62.664 335,189.54 21,004,317.18VII.1.5 Timbunan tanah dipadatkan m3 823.5 17,425.63 14,350,008.05VII.1.6 Lantai kerja t=5cm m2 12.8 19,895.23 254,658.97VII.1.7 Beton pedestal K 225 m3 1.75 1,591,743.64 2,785,551.38VII.1.8 Beton Sloof 20/30 K225 m3 3.84 1,435,939.07 5,514,006.03VII.1.9 Rabat / screed t=5cm m2 26 28,023.09 728,600.24

VII.1.10 Plat lantai beton K225 m3 24.96 1,461,875.91 36,488,422.70VII.1.11 Rangka atap baja 2L 40.40.4 (termasuk pengecetan) kg 1,198.444 11,515.88 13,801,131.30VII.1.12 Kupingan dan baut (plat buhul t=6mm termasuk pengecetan) kg 263.66 10,338.88 2,725,947.78VII.1.13 Regel/ikatan angin 2L 30.30.3 (termasuk pengecetan) kg 1,368.14 11,515.88 15,755,329.22VII.1.14 Kupingan dan baut (plat buhul t=6mm termasuk pengecetan) kg 300.99 10,338.88 3,111,897.99VII.1.15 Besi trekstang d=10 (termasuk pengecetan) kg 25.2 9,968.12 251,196.62VII.1.16 Sagrod d=8mm (termasuk pengecetan) kg 32.26 9,632.14 310,732.84VII.1.17 Kolom Baja profil WF 400.400.13.21 (termasuk pengecetan) kg 9,030 13,107.21 118,358,067.92VII.1.18 Pasangan bata 1/2 batu 1PC:4PS m2 309.84 53,431.79 16,555,305.04VII.1.19 Plesteran 1PC:4PS tebal 15mm m2 607.86 18,222.10 11,076,485.71VII.1.20 Pengecetan eksterior (satu sisi) m2 268.24 20,529.82 5,506,919.59VII.1.21 Angkur baut d=19mm pada pedestal (termasuk pengecetan) kg 89.054 9,769.10 869,977.43VII.1.22 Gording C 75.45.15. 2.3mm (termasuk pengecetan) kg 2,028 11,515.88 23,354,194.50VII.1.23 Plat dudukan (base plate) t=6mm (termasuk pengecetan) kg 263.76 10,338.88 2,726,981.67VII.1.24 Angkur baut d=19mm pada titik buhul (termasuk pengecetan) kg 64.07 9,769.10 625,906.24VII.1.25 Atap corrugated bitumen m2 287.04 81,769.87 23,471,222.61VII.1.26 Kerpus corrugated bitumen m' 26 78,431.00 2,039,206.00VII.1.27 Gutter aluminium tebal 0.7 mm m' 52 79,534.10 4,135,773.36VII.1.28 Pipa PVC Aw 3" (down spout) m' 87.36 74,188.80 6,481,133.37VII.1.29 Pagar BRC h=1.90 d=7mm m' 36.00 246,053.07 8,857,910.53VII.1.30 Tiang 2.60m Pipa GIP (Medium B) 2" dan Penyangga 2m unit 11 534,037.00 5,874,407.00VII.1.31 Tiang 2.60m Pipa GIP (Medium B) 2" pcs 10 301,847.00 3,018,470.00VII.1.32 Las sambungan ttk 70 2,000.00 140,000.00VII.1.33 Pintu BRC lebar 1m, tinggi 1,9m , Pipa GIP ( Medium B ) 2" unit 1.00 1,942,585.00 1,942,585.00VII.1.34 Timbunan tanah kembali m3 11.92 6,376.40 76,032.16VII.1.35 Paving 8cm K400 m2 70.40 61,290.94 4,314,882.00VII.1.36 Kansteen m' 9.42 53,562.22 504,556.14VII.1.37 Beton Sloof 15/20 (pagar) m3 1.539 1,622,609.40 2,497,195.86VII.1.38 Ring balk 15/20 (pagar) m3 1.539 1,622,609.40 2,497,195.86VII.1.39 Kolom 15/15 (pagar) m3 1.215 1,667,160.90 2,025,600.49VII.1.40 Saluran beton & beton deker m3 10.74 1,461,875.91 15,700,547.27VII.1.41 Saluran U - 30 m' 46.000 78,821.76 3,625,801.14

Sub jumlah VII.1 394,704,461.70

VII.2 Soft materialVII.2.1 Pohon

VII.2.1.1 Kembang Merak pohon 0 95,000.00 0.00VII.2.1.2 Adam Eva pohon 0 3,000.00 0.00VII.2.1.3 bambu t=2m(5-7batang per rumpun) pohon 54 25,000.00 1,350,000.00VII.2.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 0 125,000.00 0.00VII.2.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 0 125,000.00 0.00VII.2.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00VII.2.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00VII.2.1.8 Glodogan pecut (2m) d=3cm pohon 0 50,000.00 0.00VII.2.1.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

VII.2.1.10 Talok pohon 0 75,000.00 0.00VII.2.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00VII.2.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00VII.2.1.13 Trembesi t=6m pohon 0 600,000.00 0.00VII.2.1.14 Flamboyan pohon 0 600,000.00 0.00

Sub total VII.2.1 1,350,000.00



( Rp ) ( Rp )

VII.2.2 SemakVII.2.2.1 Bougainvillea variegate t=30cm polybag 21 85,000.00 1,785,000.00VII.2.2.2 heliconia ( 50 cm) bunga kuning polybag 0 3,250.00 0.00VII.2.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00VII.2.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00VII.2.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00VII.2.2.6 Kana holland t=30cm polybag 0 12,500.00 0.00VII.2.2.7 acalypha wilkesiana t=50cm polybag 0 6,500.00 0.00VII.2.2.8 soka pagar polybag 0 3,500.00 0.00VII.2.2.9 kemuning t=50cm polybag 0 7,500.00 0.00

VII.2.2.10 Melati Jepang polybag 0 4,750.00 0.00

Sub total VII.2.2 1,785,000.00

VII.2.3 Ground CoverVII.2.3.1 Lantena polybag 0 3,500.00 0.00VII.2.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 0 3,000.00 0.00VII.2.3.3 puring kuning polybag 0 7,500.00 0.00VII.2.3.4 puring merah polybag 0 7,500.00 0.00VII.2.3.5 bakung air mancur polybag 360 4,000.00 1,440,000.00VII.2.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00VII.2.3.7 irish bunga kuning polybag 0 8,000.00 0.00VII.2.3.8 rumput m2 262 8,000.00 2,096,000.00VII.2.3.9 spathypylum polybag 0 5,000.00 0.00

VII.2.3.10 adam eva polybag 0 3,000.00 0.00VII.2.3.11 lili paris brasil polybag 0 3,000.00 0.00VII.2.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total VII.2.3 3,536,000.00

VII.2.4 Pekerjaan tanah suburVII.2.4.1 Tanah subur 20cm m3 79.815 70,000.00 5,587,050.00

Sub total VII.2.4 5,587,050.00Jumlah Sub Total VII 406,962,511.70

VIII Bangunan PercetakanVIII.1 Pasangan pondasi batu kali 1PC : 4PS M3 25.42 335,189.54 8,520,518.04VIII.2 Beton M3 6.30 1,622,609.40 10,222,439.21VIII.3 Pasir Urug M3 4.49 66,990.03 300,785.21VIII.4 Volume Galian M3 35.79 13,300.10 476,010.58VIII.5 Volume Timbunan M3 17.66 6,376.40 112,581.67VIII.6 Rabat beton t=8cm m2 37.40 28,023.09 1,048,063.42VIII.7 Pasangan bata 1/2 batu 1PC:4PS m2 111.716 53,431.79 5,969,185.57VIII.8 Pasangan bata dibawah lantai m2 50.42 53,431.79 2,694,030.73VIII.9 Plesteran & acian 1PC:4PS m2 223.43 12,454.27 2,782,656.43

VIII.10 Pengecatan Eksterior m2 99.01 20,529.82 2,032,657.73VIII.11 Pengecatan Interior dinding bata m2 98.716 14,277.44 1,409,411.57VIII.12 Keramik 30 x 30 m2 48.96 96,016.45 4,700,965.39VIII.13 Keramik lantai KM/WC 20x20 m2 2.88 104,619.25 301,303.44VIII.14 Keramik dinding 20x25 m2 13.00 103,918.40 1,350,939.20VIII.15 Dinding partisi m2 32.13 151,940.00 4,881,832.20VIII.16 Pengecatan partisi m2 64.26 14,277.44 917,468.17

Meja betonVIII.17 Beton m3 0.302 1,461,875.91 441,486.52VIII.18 Pasangan bata 1/2 batu 1PC:4PS m2 2.46 53,431.79 131,442.20VIII.19 Keramik 20/20 m2 4.08 104,619.25 426,846.54

Pit LimbahVIII.20 Pasir Urug M3 0.27 66,990.03 18,087.31VIII.21 Beton m3 0.302 1,461,875.91 441,486.52VIII.22 Cheker plat t=4mm (2x0.85x1.2) m2 2.04 302,789.66 617,690.90VIII.23 Pipa outlet PVC Aw d=40 m 1.20 18,732.00 22,478.40

Pintu aluminium VIII.24 -P1 Pintu aluminium + kaca Unit 1.00 1,260,113.86 1,260,113.86VIII.25 -P2 Pintu aluminium + kaca Unit 2.00 1,232,327.56 2,464,655.12VIII.26 -P3 Pintu aluminium + kaca Unit 1.00 1,972,012.68 1,972,012.68VIII.27 - PKm ( PVC ) Unit 1.00 738,415.03 738,415.03



( Rp ) ( Rp )Jendela aluminium + kaca

VIII.28 - J1 Unit 1.00 1,134,601.79 1,134,601.79VIII.29 - J4 Unit 1.00 795,157.13 795,157.13VIII.30 - J7 Unit 1.00 1,176,897.28 1,176,897.28VIII.31 - J8 Unit 3.00 1,890,196.20 5,670,588.59VIII.32 - J9 Unit 1.00 2,316,975.33 2,316,975.33VIII.33 - J10 Unit 1.00 1,518,346.59 1,518,346.59VIII.34 Friction stay Unit 16.00 35,000.00 560,000.00VIII.35 Engsel pintu Unit 18.00 30,000.00 540,000.00VIII.36 Handle Unit 5.00 140,000.00 700,000.00VIII.37 Lock sheet Unit 5.00 110,000.00 550,000.00VIII.38 Rambucis Unit 8.00 30,000.00 240,000.00VIII.39 Atap Genteng keramik m2 110.28 63,643.60 7,018,616.21VIII.40 Nok keramik m' 30.00 97,281.73 2,918,451.75VIII.41 Lisplank m 38.16 68,898.64 2,629,172.01VIII.42 Cat lisplank m2 14.50 23,155.20 335,750.42

Rangka atapVIII.43 Kayu 8/12 M3 0.72 5,500,000.00 3,976,500.00VIII.44 Kayu 5/7 M3 1.92 5,500,000.00 10,554,500.00VIII.45 pasang reng Kayu 2/3 m2 110.28 37,935.51 4,183,528.32VIII.46 Kayu Angin-angin 20/30 m' 28.80 125,000.00 3,600,000.00VIII.47 Pasang plafond kalsiboard t= 6mm, rangka Cross T main T m2 87.36 96,483.77 8,428,822.37VIII.48 Sponengan m' 283.94 5,208.76 1,478,975.31

Pagar batas dindingVIII.49 Pasangan pondasi menerus batu kali 1PC : 4PS m3 40.754 335,189.54 13,660,314.41VIII.50 Sloof 15/20 & Ring balk 15/15 m3 3.02 1,622,609.40 4,904,336.91VIII.51 Pasangan bata 1/2 batu 1PC:4PS m2 261.95 53,431.79 13,996,456.74VIII.52 Kolom praktis 12/15 m3 2.27 1,667,160.90 3,784,455.23

Dinding bata SelatanVIII.53 Pasangan pondasi menerus batu kali 1PC : 4PS m3 6.664 335,189.54 2,233,703.08VIII.54 pasir urug t=10cm m3 1.360 66,990.03 91,106.43VIII.55 Sloof 15/20 & Ring balk 15/15 m3 0.41 1,622,609.40 662,024.63VIII.56 Pasangan bata 1/2 batu 1PC:4PS m2 35.36 53,431.79 1,889,348.01VIII.57 Kolom praktis 12/15 m3 0.306 1,667,160.90 510,151.23VIII.58 Site Clearing m2 48.80 9,455.06 461,406.68VIII.59 Saluran terbuka U-30 m' 116.55 78,821.76 9,186,676.59VIII.60 Saluran tertutup U-30 dg tutup plat beton deker m' 13.400 166,534.32 2,231,559.87VIII.61 pasir urug t=10 cm (bawah paving) m3 38.541 66,990.03 2,581,862.55VIII.62 Paving t=6cm m2 385.481 46,201.26 17,809,708.87VIII.63 Cut & Fill m3 592.450 19,527.50 11,569,067.38

Pekerjaan MekanikalVIII.64 Jet pump Cap. 2 m3/hour, Head 45 m nos 1.00 3,750,000.00 3,750,000.00VIII.65 PVC Pipe dia.20mm m 15.00 10,981.21 164,718.10VIII.66 PVC Pipe dia.25mm m 15.00 13,149.94 197,249.03

WATER SUPPLYSANITARY

VIII.67 Faucet nos 2.00 125,000.00 250,000.00GIP Pipe c/w Fiiting, Support & access. ls 0.00 0.00 0.00

VIII.68 GIP Pipe dia.15mm m 4.00 26,064.80 104,259.20VIII.69 GIP Pipe dia.20mm m 4.00 33,007.61 132,030.46VIII.70 GIP Pipe dia.25mm m 4.00 45,394.94 181,579.78VIII.71 Gate Valve dia.25mm nos 1.00 104,000.00 104,000.00

SEWAGE, DRAINAGE & VENTSANITARY

VIII.72 Floor Drain dia.80 mm nos 1.00 139,100.00 139,100.00VIII.73 Squating Closet ( type jongkok ) unit 1.00 420000.00 420,000.00

PVC Pipe c/w Fiiting, Support & access.VIII.74 PVC Pipe dia. 40 mm m 2.00 18,732.00 37,464.01VIII.75 PVC Pipe dia. 50 mm m 5.00 22,811.88 114,059.42VIII.76 PVC Pipe dia. 100 mm m 5.00 64,067.74 320,338.68VIII.77 Septick Tank unit 1.00 4,301,110.59 4,301,110.59VIII.78 Resapan unit 2.00 2,304,252.44 4,608,504.89VIII.79 Sumur air bersih unit 1.00 6,000,000.00 6,000,000.00



( Rp ) ( Rp )Pekerjaan ElektrikalMAIN EQUIPMENTDIST. BOARD PANEL LIGHTING (DBPL)

VIII.80 Box Panel Hager 6 Group unit 1.00 500,000.00 500,000.00CABLEFrom INST LAMPU JALAN to POST JAGA

VIII.81 NYY 4x4 mm2 m 10.00 17,600.00 176,000.00

ARMATURE LIGHTING VIII.82 FixturesVIII.83 Fitting + PL - E 18 Watt nos 5.00 27,825.00 139,125.00VIII.84 TL Balk 2x36 W nos 2.00 316,500.00 633,000.00VIII.85 TL Balk 1 x 36 W nos 2.00 190,500.00 381,000.00VIII.86 Double Switch nos 3.00 26,900.00 80,700.00VIII.87 Single Switch nos 3.00 25,700.00 77,100.00VIII.88 Kotak Kontak 16 A + instalasi nos 4.00 304,000.00 1,216,000.00VIII.89 Instalasi for Lighting point 9.00 209,900.00 1,889,100.00

Sub Total VIII 228,071,064.44Jumlah Sub Total VIII 228,071,064.44

RAB : AREA PARKIR DAKWAH - USHULUDDIN, MULTI PURPOSE & JLN UTAMA KAMPUS TIMURPEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

V Area Parkir Dakwah - Ushuluddin

V.1 PergolaV.1.1 galian tanah m3 52.5 13,300.10 698,255.25V.1.2 pasir urug t=5cm m3 4.8 66,990.03 321,552.12V.1.3 Pasangan pondasi batu kali 1PC : 4PS m3 13.44 335,189.54 4,504,947.38V.1.4 urugan tanah kembali+pemadatan m3 34.26 17,425.63 597,002.16V.1.5 Beton K225 m3 10.584 1,591,743.64 16,847,014.72V.1.6 base plate t=6mm (termasuk pengecetan) m3 276.95 10,338.88 2,863,351.43V.1.7 angkur d=19mm (termasuk pengecetan ) m3 170.847 9,769.10 1,669,021.43V.1.8 rangka atap 2L 30.30.3 (termasuk pengecetan) m3 2,434.324 11,515.88 28,033,370.89V.1.9 plat strip 3mmx25mm (termasuk pengecetan) m3 367.82 10,338.88 3,802,845.00

V.1.10 Pasang polycarbonate twin lite t=5mm m2 307.8 142,285.56 43,795,495.41V.1.11 Pasang wire mesh welded galvanized no.2214 dia2.03mm (50x50) m2 307.8 43,734.38 13,461,441.39

Sub total V.1 116,594,297.19

V.2 Parkir motor canopyV.2.1 Galian pondasi m3 14.49 13,300.10 192,718.45V.2.2 Pasangan pondasi batu kali 1PC : 4PS m3 4.91 335,189.54 1,647,121.39V.2.3 Urugan pasir t=5cm m3 0.90 66,990.03 60,291.02V.2.4 Timbunan tanah kembali m3 7.71 6,376.40 49,174.78V.2.5 Beton kolom pedestal K 225 m3 1.35 1,591,743.64 2,148,853.92V.2.6 Ikatan angin 40.40.4 (termasuk pengecetan) kg 191.43 11,515.88 2,204,483.95V.2.7 Kupingan & baut ( plat buhul t=6mm ) (termasuk pengecetan ) kg 34.68 10,338.88 358,552.19V.2.8 Besi trekstang d=10 (termasuk pengecetan) kg 68.52 9,968.12 683,015.58V.2.9 Rangka atap baja 2L 40.40.4, (ST 37) ( termasuk pengecetan) kg 1083.13 11,515.88 12,473,201.20

V.2.10 Kupingan & baut ( plat buhul t=6mm ) (termasuk pengecetan ) kg 178.72 10,338.88 1,847,763.74V.2.11 Sagrod d=8mm (termasuk pengecetan) kg 15.22 9,632.14 146,601.17V.2.12 Angkur baut d=19mm pada pedestal (termasuk penegecetan) kg 124.58 9,769.10 1,216,995.40V.2.13 Channel C 75.45.15. 2.3mm (gording), termasuk pengecetan) kg 1575.60 11,515.88 18,144,412.65V.2.14 Hollow 20.40.2 (termasuk pengecetan) m' 70.40 16,828.49 1,184,725.87V.2.15 Pipa BSP d=3" t=3.2 mm (termasuk pengecetan) m' 466.40 71,064.07 33,144,280.66V.2.16 Plat dudukan (base plate) t=6mm (termasuk pengecetan) kg 1603.19 10,338.88 16,575,181.01V.2.17 Atap corrugated bitumen m2 230.02 81,769.87 18,808,704.80V.2.18 Kerpus corrugated bitumen m' 30.00 78,431.00 2,352,930.00V.2.19 Gutter aluminium t=0.7mm m' 52.00 79,534.10 4,135,773.36V.2.20 Pipa PVC Aw ' u/ talang + aksesories m' 58.164 74,188.80 4,315,117.23V.2.21 rabat beton t=8cm m3 72.96 28,023.09 2,044,564.35V.2.22 beton deker m3 0.96 1,461,875.91 1,403,400.87V.2.23 Pot. Cetak Prambanan m' 65.5 125,000.00 8,187,500.00V.2.24 Profil pot cetak m' 65.5 6,100.00 399,550.00V.2.25 Pasang kansteen m' 28 53,562.22 1,499,742.23V.2.26 Pasang paving t=8cm K400 m2 346 61,290.94 21,206,664.38V.2.27 Urugan pasir t=10cm ( dibawah paving ) m3 0.90 66,990.03 60,291.02

Sub total V.2 156,491,611.22

V.3 Hard MaterialV.3.1 Pasir Urug t=10cm m3 321.84 66,990.03 21,560,069.65V.3.2 Rollag bata dibawah pasangan batu candi m2 5.52 53,431.79 294,943.47V.3.3 Pasangan grass block m2 1075 52,013.50 55,914,515.19V.3.4 Finishing lantai batu koral sikat m2 137.37 101,128.38 13,892,004.87V.3.5 Finishing lantai batu lempeng m2 110.469 91,201.45 10,074,932.98V.3.6 Pasang paving t=6cm K200 m2 432.01 46,201.26 19,959,407.41V.3.7 Pasang paving t=8cm K400 m2 2466.98 61,290.94 151,203,516.99V.3.8 Pasang kansteen m' 710.96 53,562.22 38,080,597.81V.3.9 Pot. Cetak Prambanan m' 48.4 125,000.00 6,050,000.00

V.3.10 Profil pot cetak m' 48.4 6,100.00 295,240.00V.3.11 Bongkaran Pagar m2 56 5,320.04 297,922.24V.3.12 Beton m3 17.2 1,461,875.91 25,144,265.65V.3.13 Cut & Fill m3 127.5 19,527.50 2,489,756.25

Sub total V.3 345,257,172.50



( Rp ) ( Rp )

V.4 Soft materialV.4.1 PohonV.4.1 Kembang Merak pohon 0 95,000.00 0.00V.4.2 Adam Eva pohon 250 3,000.00 750,000.00V.4.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00V.4.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 11 125,000.00 1,375,000.00V.4.5 Dadap merah (2.7-3.5m) d=5cm pohon 7 125,000.00 875,000.00V.4.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00V.4.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00V.4.8 Glodogan pecut (2m) d=3cm pohon 7 50,000.00 350,000.00V.4.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

V.4.10 Talok pohon 0 75,000.00 0.00V.4.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00V.4.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00V.4.13 Trembesi t=6m pohon 0 600,000.00 0.00V.4.14 Flamboyan pohon 0 600,000.00 0.00V.4.15 Palm wregu (1.2m) pohon 66 40,000.00 2,640,000.00

Sub total V.4.1 5,990,000.00

V.4.2 SemakV.4.2.1 Bougainvillea variegate t=30cm polybag 0 85,000.00 0.00V.4.2.2 heliconia ( 50 cm) bunga kuning polybag 0 3,250.00 0.00V.4.2.3 kembang sepatu t=70cm polybag 132 7,500.00 990,000.00V.4.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00V.4.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00V.4.2.6 Kana holland t=30cm polybag 0 12,500.00 0.00V.4.2.7 acalypha wilkesiana t=50cm polybag 0 6,500.00 0.00V.4.2.8 soka pagar polybag 0 3,500.00 0.00V.4.2.9 kemuning t=50cm polybag 0 7,500.00 0.00

V.4.2.10 Melati Jepang polybag 0 4,750.00 0.00V.4.2.11 Pasiflora polybag 36 30,000.00 1,080,000.00

Sub total V.4.2 2,070,000.00

V.4.3 Ground CoverV.4.3.1 Lantena polybag 0 3,500.00 0.00V.4.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 888 3,000.00 2,664,000.00V.4.3.3 puring kuning polybag 0 7,500.00 0.00V.4.3.4 puring merah polybag 0 7,500.00 0.00V.4.3.5 bakung air mancur polybag 312 4,000.00 1,248,000.00V.4.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00V.4.3.7 irish bunga kuning polybag 224 8,000.00 1,792,000.00V.4.3.8 rumput m2 0 8,000.00 0.00V.4.3.9 spathypylum polybag 0 5,000.00 0.00

V.4.3.10 adam eva polybag 0 3,000.00 0.00V.4.3.11 lili paris brasil polybag 0 3,000.00 0.00V.4.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total V.4.3 5,704,000.00

V.4.4 Pekerjaan tanah suburV.4.4.1 Tanah subur 20cm m3 120.15 70,000.00 8,410,500.00

Sub total V.4 8,410,500.00



( Rp ) ( Rp )

V.5 Pos Jaga = 1 unit , ukuran 1,5x1.5 m2V.5.1 Pasangan pondasi batu kali 1PC : 4PS m2 0.68 335,189.54 227,928.89V.5.2 - Pekerjaan Pasangan Bata Floor m2 8.41 53,431.79 449,361.33V.5.3 Pasir Urug t=5cm m3 0.42 66,990.03 28,135.81V.5.4 Lantai kerja t=5cm m3 6.16 19,895.23 122,554.63V.5.5 Volume Galian pondasi m3 2.045 13,300.10 27,198.70V.5.6 Volume Timbunan / urugan kembali m3 1.63 6,376.40 10,393.53V.5.7 Besi BSP E 3 " t=2,8mm m' 44.8 49,762.28 2,229,350.28V.5.8 Besi BSP E 2 " t=2,9mm m2 50.825 53,350.46 2,711,536.98V.5.9 Besi BSP E 1,5 " t=2,9mm m2 63.76 37,942.76 2,419,230.46

V.5.10 Cat zinkromate m2 52.935 10,173.69 538,544.48V.5.11 Finish cat m3 52.935 35,002.91 1,852,879.04V.5.12 Plat besi t = 0.8 + cat duco m2 5.6 337,792.57 1,891,638.38V.5.13 Rabat beton t=8cm m2 8.41 28,023.09 235,674.15V.5.14 Atap corrugated bitumen bh 12.9 81,769.87 1,054,831.28V.5.15 Kerpus corrugated bitumen kg 5.43 78,431.00 425,880.33

Pekerjaan Mekanikal dan ElektrikalV.5.16 DIST. BOARD PANEL LIGHTING (DBPL) unit 0 0.00

DP, POST JAGA 3,6 x3,6V.5.17 CABLE

From INST LAMPU JALAN to POST JAGA m 0 0.00NYY 4x4 mm2

ARMATURE LIGHTING Fixtures

V.5.18 Fitting PL-E 18 W unit 1 27,825.00 27,825.00V.5.19 kotak sambung unit 1 22,500.00 22,500.00V.5.20 Kotak Kontak 16 A + Instalasi titik 0 304,000.00 0.00V.5.21 Instalasi cable for Lighting titik 1 209,900.00 209,900.00

Sub total V.5 14,485,363.27Jumlah Sub Total V 655,002,944.18

VI Area Parkir Multipurpose & Jln utama kampus timurVI.1 Hard Material

VI.1.1 Pasir Urug t=10cm m3 173.3 66,990.03 11,609,371.33VI.1.2 Pasangan grass block m2 462.5 52,013.50 24,056,244.91VI.1.3 Pasang paving t=8cm K400 m2 1222 61,290.94 74,897,525.63VI.1.4 Pasang kansteen m' 352 53,562.22 18,853,902.37VI.1.5 Bongkaran pedestrian lebar 2.2m m2 52 5,320.04 276,642.08VI.1.6 beton m3 14 1,461,875.91 20,466,262.73VI.1.7 Pot. Cetak Prambanan m' 138 125,000.00 17,250,000.00VI.1.8 Profil pot cetak m' 138 6,100.00 841,800.00VI.1.9 Cut & Fill m2 432 19,527.50 8,435,880.00

Sub total VI.1 176,687,629.05

VI.2 Soft MaterialVI.2.1 Pohon

VI.2.1.1 Kembang Merak pohon 0 95,000.00 0.00VI.2.1.2 Adam Eva pohon 0 3,000.00 0.00VI.2.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00VI.2.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 5 125,000.00 625,000.00VI.2.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 4 125,000.00 500,000.00VI.2.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00VI.2.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 9 80,000.00 720,000.00VI.2.1.8 Glodogan pecut (2m) d=3cm pohon 8 50,000.00 400,000.00VI.2.1.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

VI.2.1.10 Talok pohon 0 75,000.00 0.00VI.2.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00VI.2.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00VI.2.1.13 Trembesi t=6m pohon 0 600,000.00 0.00VI.2.1.14 Flamboyan pohon 1 600,000.00 600,000.00VI.2.1.15 Palm wregu (1.2m) pohon 220 40,000.00 8,800,000.00

Sub total VI.2.1 11,645,000.00



( Rp ) ( Rp )

VI.2.2 SemakVI.2.2.1 Bougainvillea variegate t=30cm polybag 0 85,000.00 0.00VI.2.2.2 heliconia ( 50 cm) bunga kuning polybag 0 3,250.00 0.00VI.2.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00VI.2.2.4 Oliander t=1.2m polybag 126 12,000.00 1,512,000.00VI.2.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00VI.2.2.6 Kana holland t=30cm polybag 418 12,500.00 5,225,000.00VI.2.2.7 acalypha wilkesiana t=50cm polybag 165 6,500.00 1,072,500.00VI.2.2.8 soka pagar polybag 0 3,500.00 0.00VI.2.2.9 kemuning t=50cm polybag 0 7,500.00 0.00

VI.2.2.10 Melati Jepang polybag 0 4,750.00 0.00

Sub total VI.2.2 7,809,500.00

VI.2.3 Ground CoverVI.2.3.1 Lantena polybag 473.5 3,500.00 1,657,250.00VI.2.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 1024 3,000.00 3,072,000.00VI.2.3.3 puring kuning polybag 0 7,500.00 0.00VI.2.3.4 puring merah polybag 132 7,500.00 990,000.00VI.2.3.5 bakung air mancur polybag 336 4,000.00 1,344,000.00VI.2.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00VI.2.3.7 irish bunga kuning polybag 0 8,000.00 0.00VI.2.3.8 rumput m2 0 8,000.00 0.00VI.2.3.9 spathypylum polybag 0 5,000.00 0.00

VI.2.3.10 adam eva polybag 0 3,000.00 0.00VI.2.3.11 lili paris brasil polybag 0 3,000.00 0.00VI.2.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total VI.2.3 7,063,250.00

VI.2.4 Pekerjaan tanah suburVI.2.4.1 Tanah subur 20cm m3 77.19 70,000.00 5,403,300.00

Sub total VI.2.4 5,403,300.00

VI.3 Pos Jaga = 1 unit ukuran, 3.6x3.6 m2VI.3.1 Pasangan pondasi batu kali 1PC : 4PS m3 9.26 335,189.54 3,104,972.42VI.3.2 Beton m3 5.79 1,622,609.40 9,394,908.42VI.3.3 Pasir Urug m3 1.66 66,990.03 111,203.44VI.3.4 Volume Galian m3 12.74 13,300.10 169,398.94VI.3.5 Volume Timbunan m3 5.79 6,376.40 36,919.34VI.3.6 rabat beton keliling t=8cm m2 16.40 28,023.09 459,578.61VI.3.7 Pasangan bata 1/2 batu 1PC:4PS m2 54.07 53,431.79 2,889,056.75VI.3.8 Plesteran 1PC:4PS tebal 15mm m2 104.81 18,222.10 1,909,919.04VI.3.9 Pengecatan Eksterior m2 62.58 20,529.82 1,284,687.86

VI.3.10 Pengecatan Interior m2 50.19 14,277.44 716,632.20VI.3.11 Keramik 30 x 30 m2 13.06 96,016.45 1,253,974.84VI.3.12 keramik lantai KM/WC 20x20 m2 2.16 104,619.25 225,977.58VI.3.13 keramik dinding 20/25 m2 18.99 103,918.40 1,973,064.02VI.3.14 Sponengan m' 165.38 5,208.76 861,424.73

Pintu aluminium VI.3.15 -P1 Pintu aluminium + kaca Unit 1.00 1,260,113.86 1,260,113.86VI.3.16 -PKm 1 pintu PVC Unit 1.00 738,415.03 738,415.03

Jendela aluminium + kaca VI.3.17 - J2 Unit 1.00 1,057,941.64 1,057,941.64VI.3.18 - J3 Unit 1.00 964,464.30 964,464.30VI.3.19 - J4 Unit 1.00 1,057,941.64 1,057,941.64VI.3.20 - J5 Unit 2.00 1,808,886.90 3,617,773.79VI.3.21 - J9 Unit 1.00 1,518,346.59 1,518,346.59VI.3.22 Friction stay Unit 14.00 35,000.00 490,000.00VI.3.23 Engsel pintu Unit 6.00 30,000.00 180,000.00VI.3.24 Handle Unit 2.00 140,000.00 280,000.00VI.3.25 Lock sheet Unit 2.00 110,000.00 220,000.00VI.3.26 Rambucis Unit 7.00 30,000.00 210,000.00VI.3.27 Atap Genteng keramik m2 40.25 63,643.60 2,561,654.90VI.3.28 Nok keramik m' 17.60 97,281.73 1,712,158.36VI.3.29 Lisplank 3/30 kamper m 22.80 68,898.64 1,570,888.94



( Rp ) ( Rp )Rangka atap

VI.3.30 Kuda2 8/12 bengkirai m3 0.33 7,207,787.50 2,354,543.92VI.3.31 Gording 6/12 bengkirai m3 0.08 5,500,000.00 440,000.00VI.3.32 Usuk 5/7 bengkirai m3 0.70 5,500,000.00 3,850,000.00VI.3.33 Reng 2/3 m2 40.25 37,935.51 1,526,904.38VI.3.34 Kayu angin-angin 20/30 m' 14.40 125,000.00 1,800,000.00VI.3.35 Cat lisplank m2 5.75 23,155.20 133,142.41VI.3.36 Pasang Rangka Plafond m2 31.96 66,955.92 2,139,911.16VI.3.37 List Plafond m' 33.10 17,814.00 589,643.40VI.3.38 Pasang eternit/asbes 1x1 tebal 4mm setara hardflek m2 31.96 20,997.28 671,073.03

Pekerjaan MekanikalVI.3.39 Jet Pump & AccVI.3.40 Jet pump Cap 2m3/hour, Head 45 m nos 1.00 3,750,000.00 3,750,000.00VI.3.41 PVC Pipe dia.20mm m 15.00 10,981.21 164,718.10VI.3.42 PVC Pipe dia.25mm m 15.00 13,149.94 197,249.03

WATER SUPPLYSANITARY

VI.3.43 Faucet nos 1.00 125,000.00 125,000.00VI.3.44 GIP Pipe dia.15mm m 2.50 26,064.80 65,162.00VI.3.45 GIP Pipe dia.20mm m 15.00 33,007.61 495,114.21VI.3.46 GIP Pipe dia.25mm m 10.00 45,394.94 453,949.44VI.3.47 Gate Valve dia.25mm (Kitz) nos 1.00 104,000.00 104,000.00

SEWAGE, DRAINAGE & VENTSANITARY

VI.3.53 Floor Drain dia.80 mm nos 1.00 139,100.00 139,100.00VI.3.54 Squating Closet INA unit 1.00 420,000.00 420,000.00

PVC Pipe c/w Fiiting, Support & access.VI.3.55 PVC Pipe dia. 50 mm m 5.00 22,811.88 114,059.42VI.3.56 PVC Pipe dia. 100 mm m 5.00 64,067.74 320,338.68VI.3.57 Septick Tank ls 1.00 4,301,110.59 4,301,110.59VI.3.58 Resapan unit 1.00 2,304,252.44 2,304,252.44VI.3.59 Sumur air bersih unit 1.00 6,000,000.00 6,000,000.00

Pekerjaan ElektrikalMAIN EQUIPMENTDIST. BOARD PANEL LIGHTING (DBPL)

VI.3.60 DP, POST JAGA 3,6 x3,6 unit 1.00 750,000.00 750,000.00CABLEFrom INST LAMPU JALAN to POST JAGA

VI.3.61 NYY 4x4 mm2 m 20.00 17,600.00 352,000.00

ARMATURE LIGHTING VI.3.62 FixturesVI.3.63 Fitting PL - E 18 Watt nos 4.00 27,825.00 111,300.00VI.3.64 TL Balk 2x36 W nos 1.00 316,500.00 316,500.00VI.3.65 TL Balk 1x36 W nos 1.00 190,500.00 190,500.00VI.3.66 Single Switch nos 2.00 25,700.00 51,400.00VI.3.67 Double Switch nos 2.00 26,900.00 53,800.00VI.3.68 Installation for Lighting point 6.00 209,900.00 1,259,400.00VI.3.69 Kotak kontak 16A + instalasi point 2.00 304,000.00 608,000.00

Sub jumlah VI.3 77,983,589.40Jumlah Sub Total VI 286,592,268.44

RAB : AREA PARKIR ADAB & PASCA SARJANA, ISSOSHUM, PERPUSTAKAANPEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

II Area Parkir Motor Adab & Pasca Sarjana

II.1 PergolaII.1.1 galian tanah m3 26.25 13,300.10 349,127.63II.1.2 pasir urug t=5cm m3 2.4 66,990.03 160,776.06II.1.3 Pasangan pondasi batu kali 1PC : 4PS m3 6.72 335,189.54 2,252,473.69II.1.4 urugan tanah kembali+pemadatan m3 12.85 17,425.63 223,919.37II.1.5 Beton K225 m3 5.292 1,591,743.64 8,423,507.36II.1.6 base plate t=6mm (termasuk pengecetan) m3 138.47 10,338.88 1,431,624.02II.1.7 angkur d=19mm (termasuk pengecetan ) m3 85.424 9,769.10 834,515.60II.1.8 rangka atap 2L 30.30.3 (termasuk pengecetan) m3 1,862.068 11,515.88 21,443,342.33II.1.9 plat strip 3mmx25mm (termasuk pengecetan) m3 218.23 10,338.88 2,256,252.69

II.1.10 Pasang polycarbonate twin lite t=5mm m2 154.23 142,285.56 21,944,701.94II.1.11 Pasang wire mesh welded galvanized no.2214 dia2.03mm (50x50) m2 154.23 43,734.38 6,745,153.04

Sub total II.1 66,065,393.73

II.2 Hard MaterialII.2.1 Galian tanah m3 59.42 13,300.10 790,291.94II.2.2 Stripping m2 824.76 3,619.28 2,985,033.25II.2.3 Ring balk 15/20 m3 2.61 1,622,609.40 4,235,010.53II.2.4 Pasangan bata 1/2 batu 1PC:4PS m2 127.6 53,431.79 6,817,896.09II.2.5 Plesteran & acian 1 PC:4PS t=15mm m2 96.86 18,222.10 1,764,992.61II.2.6 Pasir Urug t=10cm m3 92.03 66,990.03 6,165,092.00II.2.7 Pasang paving t=8cm K400 m2 855.22 61,290.94 52,417,235.57II.2.8 Pasang kansteen m' 361.36 53,562.22 19,355,244.77II.2.9 Plat beton deker t=10cm m3 0.72 1,461,875.91 1,052,550.65

II.2.10 Pasang Grill (termasuk pengecetan) m2 46 339,187.15 15,602,608.71

Sub total II.2 111,185,956.12

II.3 Soft materialII.3.1 Pohon

II.3.1.1 Kembang Merak pohon 0 95,000.00 0.00II.3.1.2 Adam Eva pohon 0 3,000.00 0.00II.3.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00II.3.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 0 125,000.00 0.00II.3.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 0 125,000.00 0.00II.3.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00II.3.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00II.3.1.8 Glodogan pecut (2m) d=3cm pohon 0 50,000.00 0.00II.3.1.9 Alamanda (1-1,5m) pohon 124 30,000.00 3,720,000.00

II.3.1.10 Talok pohon 0 75,000.00 0.00II.3.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00II.3.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00II.3.1.13 Trembesi t=6m pohon 0 600,000.00 0.00II.3.1.14 Flamboyan pohon 0 600,000.00 0.00

Sub total II.3.1 3,720,000.00

II.3.2 SemakII.3.2.1 Bougainvillea variegate t=30cm polybag 187 85,000.00 15,895,000.00II.3.2.2 heliconia ( 50 cm) bunga kuning polybag 0 3,250.00 0.00II.3.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00II.3.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00II.3.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00II.3.2.6 Kana holland t=30cm polybag 224 12,500.00 2,800,000.00II.3.2.7 acalypha wilkesiana t=50cm polybag 435 6,500.00 2,827,500.00II.3.2.8 soka pagar polybag 0 3,500.00 0.00II.3.2.9 kemuning t=50cm polybag 0 7,500.00 0.00

II.3.2.10 Melati Jepang polybag 0 4,750.00 0.00II.3.2.11 Pasiflora polybag 38 30,000.00 1,140,000.00



( Rp ) ( Rp )

Sub total II.3.2 22,662,500.00



( Rp ) ( Rp )

II.3.3 Ground CoverII.3.3.1 Lantena polybag 0 3,500.00 0.00II.3.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 110 3,000.00 330,000.00II.3.3.3 puring kuning polybag 0 7,500.00 0.00II.3.3.4 puring merah polybag 0 7,500.00 0.00II.3.3.5 bakung air mancur polybag 0 4,000.00 0.00II.3.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00II.3.3.7 irish bunga kuning polybag 0 8,000.00 0.00II.3.3.8 rumput m2 44.5 8,000.00 356,000.00II.3.3.9 spathypylum polybag 0 5,000.00 0.00

II.3.3.10 adam eva polybag 0 3,000.00 0.00II.3.3.11 lili paris brasil polybag 0 3,000.00 0.00II.3.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total II.3.3 686,000.00

II.3.4 Pekerjaan tanah suburII.3.4.1 Tanah subur 20cm m3 94.4 70,000.00 6,608,000.00

Sub total II.3.4 6,608,000.00

II.4 Pos Jaga = 1 unit , ukuran 1,5x1.5 m2II.4.1 Pasangan pondasi batu kali 1PC : 4PS m2 0.68 335,189.54 227,928.89II.4.2 - Pekerjaan Pasangan Bata Floor m2 8.41 53,431.79 449,361.33II.4.3 Pasir Urug m3 0.42 66,990.03 28,135.81II.4.4 Lantai kerja m3 6.16 19,895.23 122,554.63II.4.5 Volume Galian pondasi m3 2.045 13,300.10 27,198.70II.4.6 Volume Timbunan / urugan kembali m3 1.63 6,376.40 10,393.53II.4.7 Besi BSP E 3 " t=2,8mm m' 44.8 49,762.28 2,229,350.28II.4.8 Besi BSP E 2 " t=2,9mm m2 50.825 53,350.46 2,711,536.98II.4.9 Besi BSP E 1,5 " t=2,9mm m2 63.76 37,942.76 2,419,230.46

II.4.10 Cat zinkromate m2 52.935 10,173.69 538,544.48II.4.11 Finish cat m3 52.935 35,002.91 1,852,879.04II.4.12 Plat besi t = 0.8 + cat duco m2 5.6 337,792.57 1,891,638.38II.4.13 Rabat beton m2 8.41 28,023.09 235,674.15II.4.14 Atap corrugated bitumen bh 12.9 81,769.87 1,054,831.28II.4.15 Kerpus corrugated bitumen kg 5.43 78,431.00 425,880.33

Pekerjaan Mekanikal dan ElektrikalII.4.16 DIST. BOARD PANEL LIGHTING (DBPL) unit 0 0.00 0.00

DP, POST JAGA 3,6 x3,6II.4.17 CABLE

From INST LAMPU JALAN to POST JAGA m 0 0.00 0.00NYY 4x4 mm2

ARMATURE LIGHTING Fixtures

II.4.18 Fitting PL-E 18 W unit 1 27,825.00 27,825.00II.4.19 kotak sambung unit 1 22,500.00 22,500.00II.4.20 Kotak Kontak 16 A + Instalasi titik 0 304,000.00 0.00II.4.21 Instalasi cable for Lighting titik 1 209,900.00 209,900.00

Sub Total II.4 14,485,363.27Jumlah Sub Total II 225,413,213.11



( Rp ) ( Rp )

III Area Parkir Issoshum III.1 Hard Material

III.1.1 Galian tanah m3 23.1 13,300.10 307,232.31III.1.2 Levelling m2 210 3,619.28 760,047.75III.1.3 Pasangan pondasi batu kali 1PC : 4PS m3 3.12 335,189.54 1,045,791.36III.1.4 Sloof 15/20 m3 0.39 1,622,609.40 632,817.67III.1.5 Pasangan bata 1/2 batu 1PC:4PS m2 5.2 53,431.79 277,845.30III.1.6 Plesteran & acian 1 PC:4PS t=15mm m2 10.4 18,222.10 189,509.84III.1.7 Cat Eksterior m2 15.6 20,529.82 320,265.23III.1.8 Pasir Urug t=10cm m3 76.16 66,990.03 5,101,960.30III.1.9 rabat beton t=5cm m3 4.23 28,023.09 118,537.65

III.1.10 Rollag bata dibawah pasangan batu candi m2 87 53,431.79 4,648,565.51III.1.11 Pasangan batu candi m2 87 77,732.83 6,762,755.77III.1.12 Pasangan grass block m2 57 52,013.50 2,964,769.64III.1.13 Finishing lantai batu koral sikat m2 113.14 101,128.38 11,441,664.35III.1.14 Finishing lantai batu lempeng m2 210 91,201.45 19,152,304.50III.1.15 Pasang paving t=8cm K400 m2 387.5 61,290.94 23,750,238.28III.1.16 Pasang kansteen m' 192 53,562.22 10,283,946.75III.1.17 Pot. Cetak Prambanan m' 59 125,000.00 7,375,000.00III.1.18 Profil pot cetak m' 59 6,100.00 359,900.00III.1.19 Bongkaran pedestrian lebar 2.2m m2 63.8 5,320.04 339,418.55

sub total III.1 95,832,570.76

III.2 Soft MaterialIII.2.1 Pohon

III.2.1.1 Kembang Merak pohon 7 95,000.00 665,000.00III.2.1.2 Adam Eva pohon 0 3,000.00 0.00III.2.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00III.2.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 0 125,000.00 0.00III.2.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 0 125,000.00 0.00III.2.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 0 125,000.00 0.00III.2.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00III.2.1.8 Glodogan pecut (2m) d=3cm pohon 0 50,000.00 0.00III.2.1.9 Alamanda (1-1,5m) pohon 0 30,000.00 0.00

III.2.1.10 Talok pohon 0 75,000.00 0.00III.2.1.11 hanjuang merah t=60cm pohon 22 5,000.00 110,000.00III.2.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00III.2.1.13 Trembesi t=6m pohon 0 600,000.00 0.00III.2.1.14 Flamboyan pohon 0 600,000.00 0.00

Sub total III.2.1 775,000.00

III.2.2 SemakIII.2.2.1 Bougainvillea variegate t=30cm polybag 198 85,000.00 16,830,000.00III.2.2.2 heliconia ( 50 cm) bunga kuning polybag 640 3,250.00 2,080,000.00III.2.2.3 kembang sepatu t=70cm polybag 0 7,500.00 0.00III.2.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00III.2.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00III.2.2.6 Kana holland t=30cm polybag 224 12,500.00 2,800,000.00III.2.2.7 acalypha wilkesiana t=50cm polybag 319 6,500.00 2,073,500.00III.2.2.8 soka pagar polybag 0 3,500.00 0.00III.2.2.9 kemuning t=50cm polybag 638 7,500.00 4,785,000.00

III.2.2.10 Melati Jepang polybag 0 4,750.00 0.00

sub total III.2.2 28,568,500.00



( Rp ) ( Rp )

III.2.3 Ground CoverIII.2.3.1 Lantena polybag 0 3,500.00 0.00III.2.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 0 3,000.00 0.00III.2.3.3 puring kuning polybag 0 7,500.00 0.00III.2.3.4 puring merah polybag 6 7,500.00 45,000.00III.2.3.5 bakung air mancur polybag 384 4,000.00 1,536,000.00III.2.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00III.2.3.7 irish bunga kuning polybag 336 8,000.00 2,688,000.00III.2.3.8 rumput m2 470 8,000.00 3,760,000.00III.2.3.9 spathypylum polybag 1825 5,000.00 9,125,000.00

III.2.3.10 adam eva polybag 0 3,000.00 0.00III.2.3.11 lili paris brasil polybag 0 3,000.00 0.00III.2.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total III.2.3 17,154,000.00

III.2.4 Pekerjaan tanah suburII.2.4 Tanah subur 20cm m3 112.5 70,000.00 7,875,000.00

Sub total III.2.4 7,875,000.00Jumlah Sub Total III 150,205,070.76

IV Area Parkir PerpustakaanIV.1 Pergola

IV.1.1 galian tanah m3 39.38 13,300.10 523,757.94IV.1.2 pasir urug t=5cm m3 3.6 66,990.03 241,164.09IV.1.3 Pasangan pondasi batu kali 1PC : 4PS m3 10.08 335,189.54 3,378,710.54IV.1.4 urugan tanah kembali+pemadatan m3 25.7 17,425.63 447,838.75IV.1.5 Beton K225 m3 7.938 1,591,743.64 12,635,261.04IV.1.6 base plate t=6mm (termasuk pengecetan) m3 207.72 10,338.88 2,147,591.11IV.1.7 angkur d=19mm (termasuk pengecetan ) m3 128.136 9,769.10 1,251,773.40IV.1.8 rangka atap L 30.30.3 (termasuk pengecetan) m3 1,892.858 11,515.88 21,797,916.12IV.1.9 plat strip 3mmx25mm (termasuk pengecetan) m3 296.44 10,338.88 3,064,856.11

IV.1.10 Pasang polycarbonate twin lite t=5mm m2 252.72 142,285.56 35,958,406.76IV.1.11 Pasang wire mesh welded galvanized no.2214 dia2.03mm (50x50) m2 252.72 43,734.38 11,052,551.88IV.1.12 Pas. 1/4bata 1PC : 4PS + finishing kolom dg batu lempeng m2 116.64 117,917.34 13,753,878.98

Sub total IV.1 106,253,706.70

IV.2 Hard MaterialIV.2.1 Bongkaran paving m2 1256.25 5,320.04 6,683,300.25IV.2.2 pasir urug t=10cm m3 143.8 66,990.03 9,633,165.60IV.2.3 Pasang paving t=8cm K400 m2 705.75 61,290.94 43,256,079.14IV.2.4 Pasang kembali paving existing m2 842.25 12,178.75 10,257,552.19IV.2.5 Pot. Cetak Prambanan m' 172.5 125,000.00 21,562,500.00IV.2.6 Profil pot cetak m' 172.5 6,100.00 1,052,250.00IV.2.7 Finishing lantai batu koral sikat m2 33.75 101,128.38 3,413,082.66IV.2.8 Levelling m2 72 3,619.28 260,587.80IV.2.9 Pasang kansteen m' 111.5 53,562.22 5,972,187.82

Sub total IV.2 102,090,705.45



( Rp ) ( Rp )

IV.3 Soft materialIV.3.1 Pohon

IV.3.1.1 Kembang Merak pohon 0 95,000.00 0.00IV.3.1.2 Adam Eva pohon 1256 3,000.00 3,768,000.00IV.3.1.3 bambu t=2m(5-7batang per rumpun) pohon 0 25,000.00 0.00IV.3.1.4 Pohon daun kupu2 (2.7m-3.5m) d=5cm pohon 0 125,000.00 0.00IV.3.1.5 Dadap merah (2.7-3.5m) d=5cm pohon 4 125,000.00 500,000.00IV.3.1.6 Tabebuia (2.7-3.5m) d=3cm pohon 1 125,000.00 125,000.00IV.3.1.7 Biola Cantik (2.7-3.5m) d=5cm pohon 0 80,000.00 0.00IV.3.1.8 Glodogan pecut (2m) d=3cm pohon 0 50,000.00 0.00IV.3.1.9 Alamanda (1-1,5m) pohon 1435 30,000.00 43,050,000.00

IV.3.1.10 Talok pohon 0 75,000.00 0.00IV.3.1.11 hanjuang merah t=60cm pohon 0 5,000.00 0.00IV.3.1.12 Alamanda (1-1,5m) pohon 0 30,000.00 0.00IV.3.1.13 Trembesi t=6m pohon 0 600,000.00 0.00IV.3.1.14 Flamboyan pohon 0 600,000.00 0.00IV.3.1.15 Palm wregu (1.2m) pohon 47 40,000.00 1,880,000.00

Sub total IV.3.1 49,323,000.00

IV.3.2 SemakIV.3.2.1 Bougainvillea variegate t=30cm polybag 124 85,000.00 10,540,000.00IV.3.2.2 heliconia ( 50 cm) bunga kuning polybag 0 3,250.00 0.00IV.3.2.3 kembang sepatu t=70cm polybag 451 7,500.00 3,382,500.00IV.3.2.4 Oliander t=1.2m polybag 0 12,000.00 0.00IV.3.2.5 Puring bangkok ( 1m) polybag 0 7,500.00 0.00IV.3.2.6 Kana holland t=30cm polybag 450 12,500.00 5,625,000.00IV.3.2.7 acalypha wilkesiana t=50cm polybag 3118 6,500.00 20,267,000.00IV.3.2.8 soka pagar polybag 0 3,500.00 0.00IV.3.2.9 kemuning t=50cm polybag 322 7,500.00 2,415,000.00

IV.3.2.10 Melati Jepang polybag 0 4,750.00 0.00IV.3.2.11 Pasiflora polybag 36 30,000.00 1,080,000.00

Sub total IV.3.2 43,309,500.00

IV.3.3 Ground CoverIV.3.3.1 Lantena polybag 512 3,500.00 1,792,000.00IV.3.3.2 pakis kelabang t=40cm (5-7 batang/rumpun) polybag 576 3,000.00 1,728,000.00IV.3.3.3 puring kuning polybag 743 7,500.00 5,572,500.00IV.3.3.4 puring merah polybag 0 7,500.00 0.00IV.3.3.5 bakung air mancur polybag 720 4,000.00 2,880,000.00IV.3.3.6 pangkas kuning (isi 30/m2) polybag 0 500.00 0.00IV.3.3.7 irish bunga kuning polybag 1440 8,000.00 11,520,000.00IV.3.3.8 rumput m2 309.92 8,000.00 2,479,360.00IV.3.3.9 spathypylum polybag 0 5,000.00 0.00

IV.3.3.10 adam eva polybag 0 3,000.00 0.00IV.3.3.11 lili paris brasil polybag 0 3,000.00 0.00IV.3.3.12 kacang-kacangan/avachis pintoi polybag 0 3,500.00 0.00

Sub total IV.3.3 25,971,860.00



( Rp ) ( Rp )

IV.3.4 Pekerjaan tanah suburIV.3.4 Tanah subur 20cm m3 1180.75 70,000.00 82,652,500.00

Sub total IV.3.4 82,652,500.00

IV.4 Tiang benderaIV.4.1 Galian Pondasi m3 0.945 13,300.10 12,568.59IV.4.2 Beton m3 0.3 1,622,609.40 486,782.82IV.4.3 Acian & Kamprot 1PC:2PS m2 1.78 16,844.21 29,982.69IV.4.4 rabat beton m2 3.24 28,023.09 90,794.80IV.4.5 koral sikat m2 3.24 101,128.38 327,655.94IV.4.6 pipa galvanis d=50 m' 2 30,000.00 60,000.00IV.4.7 pipa galvanis d=75 m' 3 37,500.00 112,500.00IV.4.8 pipa galvanis d=100 m' 7 53,500.00 374,500.00IV.4.9 aksesories, las & finishing cat ls 1 400,000.00 400,000.00

Sub total IV.4 1,894,784.84

IV.5 Penambahan lampu sorot ( 2 unit ) unit 2 2,250,000.00 4,500,000.00

Sub total IV.5 4,500,000.00Jumlah Sub total IV 415,996,056.99

RAB : PAGAR KAMPUS PEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

I Pagar Kampus

I.1 Pagar BRC h=1.20 mI.1..1 Galian Pondasi m3 5.792 13,300.10 77,034.18I.1..2 Pasir Urug (Tebal 5 cm) m3 0.814 66,990.03 54,529.88I.1..3 Pondasi Beton tumbuk 1PC:4PS:6KR m3 4.88 389,665.65 1,901,568.35I.1..4 Timbunan Kembali m3 1.448 6,376.40 9,233.02I.1..5 Plesteran dan Acian 1PC : 4PS m2 190.05 18,222.10 3,463,110.11I.1..6 Las Sambungan Tiang Penyangga ttk 712 2000.00 1,424,000.00I.1..7 Pagar BRC h = 1.20 m, d=6mm m' 451.5 194,294.17 87,723,816.25I.1..8 Tiang 1.75m Pipa GIP (Medium B) 2" pcs 181 203,166.25 36,773,091.25

Sub total I.1 131,426,383.04

I.2 Pagar BRC h=1.90 mI.2.1 Galian Pondasi m3 31.448 13,300.10 418,261.54I.2.2 Pasir Urug (Tebal 5 cm) m3 3.901 66,990.03 261,328.09I.2.3 Pondasi Beton tumbuk 1PC:4PS:6KR m3 1.35 389,665.65 526,048.62I.2.4 Pasangan pondasi batu kali 1PC : 4PS m3 10.988 335,189.54 3,683,062.64I.2.5 Timbunan Kembali m3 4.89 6,376.40 31,180.58I.2.6 Plesteran dan Acian 1PC:4PS m2 120.99 18,222.10 2,204,691.88I.2.7 Las Sambungan dan Tiang Penyangga ttk 590 2000.00 1,180,000.00I.2.8 Pagar BRC h = 1.90 m, d=7mm m' 337.5 246,053.07 83,042,911.18I.2.9 Tiang 2.60m Pipa GIP (Medium B) 2" dan Penyangga 2m unit 71 534,037.00 37,916,627.00

I.2.10 Tiang 2.60m Pipa GIP (Medium B) 2" pcs 69 301,847.00 20,827,443.00I.2.11 Pasangan Bata merah 1/2 bata 1PC:4PS ( h = 20 cm ) m2 67.5 53,431.79 3,606,645.66I.2.12 Plesteran dan Acian 1PC:4PS m2 202.5 18,222.10 3,689,975.25I.2.13 Cat Dinding (Luar) m2 202.5 20,529.82 4,157,289.06

Sub total I.2 161,545,464.50

I.3 Pagar Trasparan1.3.1 Beton Sloof Ukuran 15/20 m3 3.42 1,622,609.40 5,549,324.141.4.2 Pasangan Bata merah 1/2 bata 1PC:4PS m2 175.485 53,431.79 9,376,477.231.4.3 Pasangan Batu-bata 3/4 bata dengan spesi 1 Semen : 4 Pasir m2 50.47 80,147.68 4,045,053.471.4.4 Ring balk 15/20 m3 3.42 1,622,609.40 5,549,324.141.4.5 Beton Kolom ukuran 15/15cm m3 1.612 1,667,160.90 2,687,463.361.4.6 Plester dan Acian dengan 1 PC: 4 PS, tebal 15 mm m2 605.4 18,222.10 11,031,659.341.4.7 Cat Dinding (Luar) m2 605.4 20,529.82 12,428,754.541.4.8 Baja (Termasuk Finishing Cat) m' 101.2 402,219.17 40,704,579.811.4.9 Kelengkapan pagar dari material beton pada kolom pcs 21 37,450.00 786,450.00

1.4.10 Tiang 1.75 m' Pipa GIP (Medium B) 2" pcs 45 203,166.25 9,142,481.251.4.11 Bongkaran pagar lama & pembuangan sisa bongkaran m' 96 16,159.68 1,551,328.801.4.12 Sponengan 1PC:2PS m' 1079.8 5,208.76 5,624,419.051.4.13 Pasangan pondasi batu kali 1PC : 4PS m3 11.61 335,189.54 3,891,550.53

Sub total I.3 112,368,865.67

I.4 Pagar masif I.4.1 Galian Pondasi m3 52.94 13,300.10 704,107.29I.4.2 Pasir Urug (Tebal 5 cm) m3 3.574 66,990.03 239,422.35I.4.3 Pasangan pondasi batu kali 1PC : 4PS m3 44.78 335,189.54 15,009,787.49I.4.4 Urugan Tanah Kembali m3 31.98 6,376.40 203,917.19I.4.5 Beton Sloof Ukuran 15/20 m3 2.163 1,622,609.40 3,509,704.13I.4.6 Pasangan Bata merah 1/2 bata 1PC:4PS m2 231 53,431.79 12,342,742.91I.4.7 Beton Kolom ukuran 15/15cm m3 2.4 1,667,160.90 4,001,186.15I.4.8 Ring balk 15/20 m3 2.163 1,622,609.40 3,509,704.13I.4.9 Plester dan Acian kolom praktis 1PC:4PS m2 288.94 18,222.10 5,265,093.57

I.4.10 Cat Dinding (Luar) m2 288.94 20,529.82 5,931,886.91I.4.11 Kelengkapan pagar dari material baja pcs 289 10,302.83 2,977,516.76I.4.12 Kelengkapan pagar dari material beton pada kolom pcs 11 37,450.00 411,950.00I.4.13 Bongkaran pagar lama & pembuangan sisa bongkaran m' 72.1 16,159.68 1,165,112.57I.4.14 Sponengan 1PC:2PS m' 231.6 5,208.76 1,206,348.82I.4.15 Kamprot 1PC:2PS m2 169.9 16,844.21 2,861,830.85

Sub total I.4 59,340,311.13

RAB : PAGAR KAMPUS PEKERJAAN : INFRASTRUKTUR UIN SUNAN KALIJAGA


( Rp ) ( Rp )

I.5 Pintu Gerbang ( masuk jln gelanggang,parkir)1.5 Pintu type 1 unit 1 18,514,144.98 18,514,144.98

Sub total I.5 18,514,144.98

I.6 Pintu I.6.1 Pintu type 2 unit 3 10,682,154.99 32,046,464.98I.6.2 Galian Pondasi m3 1.96 13,300.10 26,068.20I.6.3 Pasir Urug (Tebal 5 cm) m3 0.474 66,990.03 31,753.27I.6.4 Pasangan pondasi batu kali 1PC : 4PS m3 2.198 335,189.54 736,746.60I.6.5 Beton Sloof Ukuran 15/20 m3 0.25 1,622,609.40 405,652.35I.6.6 Pasangan Bata merah 1/2 bata 1PC:4PS m2 7.5 53,431.79 400,738.41I.6.7 Beton Kolom ukuran 15/15cm m3 0.27 1,667,160.90 450,133.44I.6.8 Ring balk 15/20 m3 0.25 1,622,609.40 405,652.35I.6.9 Plester dan Acian kolom praktis 1PC:4PS m2 44.4 18,222.10 809,061.24

I.6.10 Cat Dinding (Luar) m2 44.4 20,529.82 911,524.12I.6.11 Kelengkapan pagar dari material beton pada kolom pcs 4 37,450.00 149,800.00I.6.12 Sponengan 1PC:2PS m' 67.2 5,208.76 350,028.67

Sub total I.6 36,723,623.62

I.7 Portal1.7.1 Portal unit 1 1,384,964.23 1,384,964.23

Sub total I.7 1,384,964.23Jumlah Sub Total I 521,303,757.17

LAMPIRAN 2DAFTAR HARGA SATUAN BAHAN

PROYEK : PEKERJAAN INFRASTRUKTUR UIN SUNAN KALIJAGA YOGYAKARTALOKASI : YOGYAKARTA

NO JENIS ALAT SATUAN HARGA SATUAN ( Rp )

Mekanikal

1 pipa PVC AW-10K dia 15mm ( 1/2") m' 2,779.55


3 pipa PVC AW-10K dia 25mm ( 1") m' 5,235.23






9 pipa GIP Medium dia 15mm (1/2") m' 13,277.78

10 pipa GIP Medium dia 20 mm (3/4") m' 17,847.22

11 pipa GIP Medium dia 25 mm (11/2") m' 26,000.00

12 kran taman bh 113,000.00

13 gate valve d=15mm bh 69,242.00



16 pompa (air jet pump) 2m3/hrs unit 3,750,000.00

17 fitting bh 85,000.00

18 Faucet bh 125,000.00

19 1 unit sumur unit 6,000,000.00

20 Closet jongkok bh 390,000.00

21 Floor drain dia 80 bh 122,500.00

22 Roof tank 1m3 unit 2,325,000.00

LAMPIRAN 4DAFTAR HARGA SATUAN PEKERJAAN


NO URAIAN PEKERJAAN SATUANJUMLAH HARGA

Rp

A PEKERJAAN TANAHA.1 galian tanah biasa sedalam 1m m3 13,300.10A2 mengangkut tanah sejauh 30m m3 10,092.78A.3 urugan tanah kembali m3 6,376.40A.4 timbunan tanah setempat jarak angkut 30m m3 17,425.63A.5 pemadatan tanah m2 5,637.83A.6 Timbunan tanah kembali dipadatkan m3 17,425.63A.7 Timbunan tebing m3 29,673.78A.8 urugan pasir m3 66,990.03A.9 perataan tanah / levelling m2 3,619.28

A.10 urugan kerikil m3 116,680.83A.11 Clearing & Stripping m2 7,315.06A.12 Site Clearing, dan pembersihan puing-puing m2 9,455.06A.13 Cut and fill m3 19,527.50

B PEKERJAAN PONDASIB.1 pasangan batu kali 1PC : 4PS m3 335,189.54B.2 pasangan pondasi batu kosong m3 145,131.32C PEKERJAAN DINDING

C.1 pasangan bata merah 1/2 bata 1PC:4PS m2 53,431.79C.2 pasangan bata merah 1/4 bata 1PC:4PS m2 26,715.89C.3 pasangan bata merah 3/4 bata 1PC:4PS m2 80,147.68C.4 pasangan bata merah 1 bata 1PC:4PS m2 106,863.58C.5 pasangan bata merah 1 bata 1PC:4PS m3 356,390.02C.6 pasang roster 25x25 m2 54,348.78C.7 pasang bataco m2 60,261.06D PEKERJAAN PLESTERAN

D.1 Plesteran tebal 1PC : 4PS, tebal 15 mm m2 18,222.10D.2 Plesteran beton 1PC : 3PS, tebal 15 mm m2 23,749.45D.3 Plesteran siar 1PC:2PS m2 12,454.27D.4 Plesteran skoning 1PC : 2 PS m2 5,208.76D.5 plesteran ciprat 1PC : 2PS (kamprot) m2 16,844.21E PEKERJAAN PENUTUP LANTAI DAN DINDING

E.1 pasang lantai keramik 30x30 m2 96,016.45E.2 pasang lantai keramik 20x20 m2 104,619.25E.3 pasang dinding keramik 20x25 m2 103,918.40E.4 pasang plint keramik 10x30 m' 17,699.14F HARD MATERIAL

F.1 pasang paving t=6cm K200 m2 46,201.26F.2 pasang paving t=8cm K400 m2 61,290.94F.3 pasang paving blok warna m2 55,831.26F.4 pasang paving 20x20 t=8cm m2 55,831.26F.5 pasangan batu koral sikat m2 101,128.38F.6 pasang kansteen uk. 10/20/40 m2 53,562.22F.7 pasang beton texture m2 42,225.97F.8 pasang rabat beton t=8cm m2 28,023.09F.9 pasang Batu lempeng m2 91,201.45

F.10 pasang Batu alam m2 73,854.08F.11 pasang grassblok t=10cm m2 52,013.50




Rp

F.12 pasang Batu candi m2 77,732.83G PEKERJAAN BETON

G.1 beton tumbuk 1pc:4ps:6kr m3 389,665.65G.2 beton bertulang 1pc;2ps:4kr m3 519,379.61G.3 lean concrete t=5cm m2 19,895.23G.4 pembesian dengan besi polos atau ulir kg 8,622.57G.5 pasang kolom/balok praktis ( 15 x 15 ) m' 41,971.18G.6 pasang bekisting untuk pondasi m2 63,107.26G.7 pasang bekisting untuk sloof m2 68,189.76G.8 pasang bekisting untuk kolom m3 80,446.61G.9 Beton bertulang mutu K225 (sitemix) m3 667,278.75

G.10 Plat pondasi setempat beton bertulang100x100 t=15cm m3 990,675.36G11 Plat deker t=10cm m3 1,461,875.91G.12 Kolom beton bertulang (12x15) m3 1,667,160.90G13 Sloof, ring balk beton bertulang (15x20) m3 1,622,609.40G14 Sloof beton bertulang (20x30) m3 1,435,939.07G15 Beton pedestal 30x50 m3 1,591,743.64

H PEKERJAAN BAJAH.1 pasang rangka atap baja WF kg 13,107.21H.2 pasang canal C kg 11,515.88H.3 pasang rangka besi siku kg 11,515.88H.4 pasang besi plat t=6mm kg 10,338.88H.5 pasang tie rod/ikatan angin dia 10mm kg 9,968.12H.6 pasang angkur baut d19-400 kg 9,769.10H.7 pekerjaaan walter mur/sagrod d=8mm kg 9,632.14H.8 pasang grill (0.6x1.2) m' 339,187.15H.9 pasang besi d=10 bh 8,810.40

H.10 pasang kawat berduri m' 1,960.75H.11 pasang tiang kawat berduri besi siku kg 39,523.13H.13 pasang pintu besi m2 302,789.66H.14 pasang pipa BSP 3" t=3.2mm m' 71,064.07H.15 pasang pipa BSP 3" t=2.8mm m' 49,762.28H.16 pasang pipa BSP 2" m' 53,350.46H.17 pasang pipa BSP 1.5" m' 37,942.76H.18 pasang hollow 100.50.2.8 m' 69,740.53H.19 pasang hollow 20.40.2 m' 16,828.49H.20 pintu besi geser ( 6m x 3.17m ) unit 10,682,154.99H.21 pintu besi doble pintu ( 6m x 3.17m ) unit 18,514,144.98H.22 Pintu portal unit 1,384,964.23

I PEKERJAAN PENUTUP ATAPI.1 atap corrugated bitumen m2 81,769.87I.2 pasang kerpus corrugated bitumen m' 78,431.00I.3 pasang atap fiber m2 52,558.67I.4 Pasang beva mesh welded galvanized no.2214 dia2.03mm (50x50) m2 43,734.38I.5 Pasang policarbonate twinlite t=5mm m2 142,285.56I.6 pasang genteng keramik m2 63,643.60I.7 pasang genteng bubungan keramik m2 97,281.73




Rp

J PEKERJAAN PENGECATANJ.1 pengecatan tembok baru(1 lapis cat dasar, 2 lapis cat penutup)/interior m2 14,277.44J.2 pengecatan tembok (1 lapis cat dasar, 2 lapis cat penutup)/eksterior m2 20,529.82J.3 pengecatan permukaan baja dengan meni besi /zincromate m2 10,173.69J.4 pengecatan cat duco3x m2 35,002.91J.5 Pengecatan bidang kayu baru (1 lapis plamir, 1 lapis cat dasar, m2 23,155.20

2 lapis cat penutup)K PEKERJAAN PAGARK1 BRC type 120 A2 (1.2mx2.4m) 6mm d tiang=1.5" h=1.5m m' 194,294.17K2 BRC type 175 A3 (1.2mx2.4m) 7mm d tiang=2" h=2.25m m' 229,030.95K3 BRC type 190 A3 (1.2mx2.4m) 7mm d tiang=2" h=2.4m m' 246,053.07K4 Tiang Galvanis tinggi 3.60m + skur 2m unit 661,741.50K5 Tiang Galvanis tinggi 3.60m unit 417,942.00K6 Tiang Galvanis tinggi 2.6m+skur 2m unit 534,037.00K7 Tiang Galvanis tinggi 2.6m unit 301,847.00K8 Tiang Galvanis tinggi 1.75m unit 203,166.25K9 Pekerjaan baja (ornamen baja tempa ( 1.45m x 5.44 m ), pagar transparan) m' 402,219.17

K10 Kelengkapan pagar dari material beton pada kolom pcs 37,450.00K11 Kelengkapan pagar dari material baja pcs 10,302.83K.12 Pintu BRC lebar 1m, tinggi 1.9m unit 1,942,585.00

L PEKERJAAN KAYU & PLAFONL.1 pasang lisplang 3x30 kayu kamper m' 68,898.64L.2 pasang kuda - kuda kayu bengkirai m3 7,207,787.50L.3 pasang rangka langit-langit (1.00x1.00)m, kayu kamper m2 66,955.92L.4 pasang reng m' 37,935.51L.5 pasang langit2 asbes (1,0x1,0)m, tebal 4mm, setara hardflex m2 20,997.28L.6 pasang plafond kalsiboard t= 6mm, rangka Cross T main T m2 96,483.77M PEKERJAAN EKSTERNAL

M,1 Pasang bak kontrol pas. Batu bata uk 45x45 tinggi 50 cm bh 215,009.81M.2 Pasang saluran U -2 0 m' 50,339.11M.3 pasang saluran U - 30 ( Type 1 ) m' 78,821.76M.4 pasang saluran U - 30 + plat deker t=10cm ( Type 2 ) m' 166,534.32M.5 pasang pipa PVC Aw 3" (down spout) m' 74,188.80M.6 pasang PVC 4" porous ( D ) m' 42,007.50M.7 pasang talang datar ( Gutter aluminium ) t=0.7 mm m' 79,534.10M.8 Bongkar paving existing/pedestrian m2 5,320.04M.9 Bongkar dinding / pagar+buang sisa bongkaran m2 16,159.68

M.10 septiktank 4m3 unit 4,301,110.59M.11 peresapan unit 2,304,252.44

N PEKERJAAN PROTEKSI TEBING/TALUDN.1 pasang bronjong pabrikasi m3 500,235.70N.2 Pancang dolken bh 23,510.17N.3 pasang geotextile non woven m2 21,400.00M KUSEN ALUMINIUM

M.1 Pintu P1 unit 1,260,113.86M.2 Pintu KM (PVC) unit 738,415.03M.3 Pintu P2 unit 1,232,327.56M.4 Pintu P3 unit 1,972,012.68M.5 J1 unit 1,134,601.79




Rp

M.6 J2 unit 1,057,941.64M.7 J3 unit 964,464.30M.8 J4 ( pos jaga 3.6x3.6 ) unit 1,057,941.64M.9 J4 unit 795,157.13

M.10 J5 unit 1,808,886.90M.11 J7 unit 1,176,897.28M.12 J8 unit 1,890,196.20M.13 J9 unit 2,316,975.33M.14 J10 unit 1,518,346.59M.15 partisi wall, drywall ( jaya board ) m2 151,940.00




Rp

A. PEKERJAAN MEKANIKALA.1 pipa PVC AW-10K dia 15mm ( 1/2") m' 9,556.99A.2 pipa PVC AW-10K dia 20mm ( 3/4") m' 10,981.21A.3 pipa PVC AW-10K dia 25mm ( 1") m' 13,149.94A.4 pipa PVC AW-10K dia 32mm ( 11/4") m' 15,130.75A.5 pipa PVC AW-10K dia 40mm ( 11/2") m' 18,732.00A.6 pipa PVC AW-10K dia 50mm ( 2") m' 22,811.88A.7 pipa PVC AW-10K dia 80mm ( 3") m' 40,677.07A.8 pipa PVC AW-10K dia 100mm ( 4") m' 64,067.74A.9 pipa GIP Medium dia 15mm (1/2") m' 26,064.80

A.10 pipa GIP Medium dia 20 mm (3/4") m' 33,007.61A.11 pipa GIP Medium dia 25 mm (11/2") m' 45,394.94A.12 pasang kran taman bh 123,050.00A.13 pasang floor drain d=80mm bh 139,100.00

LAMPIRAN 5ANALISA HARGA SATUAN PEKERJAAN


NO MACAM BAHAN SATUAN HARGA SATUAN

1 aluminium 4'x1.75' m 90,000.002 aluminium frame door m 90,000.003 kaca t=5mm m2 66,000.004 Karet list m' 3,500.005 Pintu PVC bh 620,000.00

No URAIAN PEKERJAAN SATHARGA JUMLAH HARGA

Rp UPAH BAHAN JUMLAH

M KUSEN ALUMINIUMM.1 Pintu P1 unit

5.197 m aluminium 4'x1.75' 90,000.00 467,730.00 467,730.006.084 m aluminium frame door 90,000.00 547,560.00 547,560.001.124 m2 kaca t=5mm 66,000.00 74,184.00 74,184.005.17 m' Karet list 3,500.00 18,095.00 18,095.001.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 1,107,569.00 1,177,676.50Jasa konstruksi 7% 82,437.36

1,260,113.86M.2 Pintu KM (PVC) unit

1 set Pintu PVC 620,000.00 620,000.00 620,000.001.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 620,000.00 690,107.50Jasa konstruksi 7% 48,307.53

M.3 Pintu P2 unit 738,415.035.147 m aluminium 4'x1.75' 90,000.00 463,230.00 463,230.005.883 m aluminium frame door 90,000.00 529,470.00 529,470.001.035 m2 kaca t=5mm 66,000.00 68,310.00 68,310.005.883 m' Karet list 3,500.00 20,590.50 20,590.501.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 1,081,600.50 1,151,708.00Jasa konstruksi 7% 80,619.56

1,232,327.56M.4 Pintu P3 unit

5.958 m aluminium 4'x1.75' 90,000.00 536,220.00 536,220.0011.766 m aluminium frame door 90,000.00 1,058,940.00 1,058,940.002.069 m2 kaca t=5mm 66,000.00 136,554.00 136,554.00

11.766 m' Karet list 3,500.00 41,181.00 41,181.001.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 1,772,895.00 1,843,002.50Jasa konstruksi 7% 129,010.18

1,972,012.68






Rp UPAH BAHAN JUMLAHM.5 J1 unit

5.19 m aluminium 4'x1.75' 90,000.00 467,100.00 467,100.004.8 m aluminium frame door 90,000.00 432,000.00 432,000.00

1.148 m2 kaca t=5mm 66,000.00 75,768.00 75,768.004.4 m' Karet list 3,500.00 15,400.00 15,400.00

1.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 990,268.00 1,060,375.50Jasa konstruksi 7% 74,226.29

1,134,601.79M.6 J2 unit


0.938 m2 kaca t=5mm 66,000.00 61,908.00 61,908.004.09 m' Karet list 3,500.00 14,315.00 14,315.001.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 918,623.00 988,730.50Jasa konstruksi 7% 69,211.14

1,057,941.64M.7 J3 unit



70,107.50 831,261.00 901,368.50Jasa konstruksi 7% 63,095.80

964,464.30M.8 J4 ( pos jaga 3.6x3.6 ) unit



70,107.50 918,623.00 988,730.50Jasa konstruksi 7% 69,211.14

1,057,941.64M.9 J4 unit



70,107.50 673,030.00 743,137.50Jasa konstruksi 7% 52,019.63

795,157.13






Rp UPAH BAHAN JUMLAHM.10 J5 unit



70,107.50 1,620,441.00 1,690,548.50Jasa konstruksi 7% 118,338.40

1,808,886.90M.11 J7 unit

8.93 m aluminium 4'x1.75' 90,000.00 803,700.00 803,700.000 m aluminium frame door 90,000.00 0.00 0.00


70,107.50 1,029,796.50 1,099,904.00Jasa konstruksi 7% 76,993.28

1,176,897.28M.12 J8 unit

8.129 m aluminium 4'x1.75' 90,000.00 731,610.00 731,610.009.017 m aluminium frame door 90,000.00 811,530.00 811,530.001.887 m2 kaca t=5mm 66,000.00 124,542.00 124,542.008.214 m' Karet list 3,500.00 28,749.00 28,749.001.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 1,696,431.00 1,766,538.50Jasa konstruksi 7% 123,657.70

1,890,196.20M.13 J9 unit

17.75 m aluminium 4'x1.75' 90,000.00 1,597,500.00 1,597,500.000 m aluminium frame door 90,000.00 0.00 0.00


70,107.50 2,095,290.00 2,165,397.50Jasa konstruksi 7% 151,577.83

2,316,975.33M.14 J10 unit

12 m aluminium 4'x1.75' 90,000.00 1,080,000.00 1,080,000.000 m aluminium frame door 90,000.00 0.00 0.00

3.438 m2 kaca t=5mm 66,000.00 226,908.00 226,908.0012 m' Karet list 3,500.00 42,000.00 42,000.00

1.05 Oh pekerja 27,500.00 28,875.00 28,875.001.05 Oh tukang 35,000.00 36,750.00 36,750.000.11 Oh kepala tukang 37,500.00 4,125.00 4,125.000.01 Oh mandor 35,750.00 357.50 357.50

70,107.50 1,348,908.00 1,419,015.50Jasa konstruksi 7% 99,331.09

1,518,346.59






Rp UPAH BAHAN JUMLAHM.15 partisi wall, drywall ( jaya board ) m2

1 m2 Partition stud + wall track 76mm+ gypsumboard 12 mm 142,000.00 142,000.00 142,000.000.00 142,000.00 142,000.00

Jasa konstruksi 7% 9,940.00151,940.00





A PEKERJAAN TANAHA.1 galian tanah biasa sedalam 1m m3

0.4 Oh Pekerja 27,500.00 11,000.00 11,000.000.04 Oh mandor 35,750.00 1,430.00 1,430.00

12,430.00 0.00 12,430.00Jasa konstruksi 7% 870.10

Total 13,300.10A2 mengangkut tanah sejauh 30m m3

0.33 Oh Pekerja 27,500.00 9,075.00 9,075.000.01 Oh mandor 35,750.00 357.50 357.50

9,432.50 0.00 9,432.50Jasa konstruksi 7% 660.28

Total 10,092.78A.3 urugan tanah kembali m3

0.192 Oh Pekerja 27,500.00 5,280.00 5,280.000.019 Oh mandor 35,750.00 679.25 679.25

5,959.25 0.00 5,959.25Jasa konstruksi 7% 417.15

Total 6,376.40A.4 timbunan tanah setempat jarak angkut 30m m3

1 m3 mengangkut tanah setempat sejauh 30m 9,432.50 9,432.50 9,432.501.15 m3 Urugan tanah kembali 5,959.25 6,853.14 6,853.14

16,285.64 0.00 16,285.64Jasa konstruksi 7% 1,139.99

Total 17,425.63A.5 pemadatan tanah m2

0.1500 oh Pekerja 27,500.00 4,125.00 4,125.00

0.0320 oh Mandor 35,750.00 1,144.00 1,144.005,269.00 0.00 5,269.00

Jasa konstruksi 7% 368.83Total 5,637.83

A.6 Timbunan tanah kembali dipadatkan m31 m3 urugan tanah kembali 5,959.25 5,959.25 5,959.251 m3 pemadatan tanah 5,269.00 5,269.00 5,269.00

11,228.25 0.00 11,228.25Jasa konstruksi 7% 785.98

Total 12,014.23A.7 Timbunan tebing m3

1.2 m3 tanah urug 18,000.00 21,600.00 21,600.000.21 Oh Pekerja 27,500.00 5,775.00 5,775.000.01 Oh mandor 35,750.00 357.50 357.50

6,132.50 21,600.00 27,732.50Jasa konstruksi 7% 1,941.28

Total 29,673.78

A.8 urugan pasir m31.2 m3 pasir urug 45,000.00 54,000.00 54,000.000.3 Oh Pekerja 27,500.00 8,250.00 8,250.00

0.01 Oh mandor 35,750.00 357.50 357.508,607.50 54,000.00 62,607.50

Jasa konstruksi 7% 4,382.53Total 66,990.03

A.9 perataan tanah / levelling m20.11 Oh Pekerja 27,500.00 3,025.00 3,025.000.01 Oh mandor 35,750.00 357.50 357.50

3,382.50 0.00 3,382.50Jasa konstruksi 7% 236.78

Total 3,619.28A.10 urugan kerikil m3

1.2 m3 kerikil 83,700.00 100,440.00 100,440.000.3 Oh Pekerja 27,500.00 8,250.00 8,250.00

0.01 Oh mandor 35,750.00 357.50 357.508,607.50 100,440.00 109,047.50


A.11 Clearing & Stripping m20.22 Oh pekerja 27,500.00 6,050.00 6,050.00

0.022 Oh mandor 35,750.00 786.50 786.506,836.50 0.00 6,836.50


A.12 Site Clearing, dan pembersihan puing-puing m20.22 Oh pekerja 27,500.00 6,050.00 6,050.00

0.022 Oh mandor 35,750.00 786.50 786.501 ls upah pembersihan bongkaran 50m 2,000.00 2,000.00 2,000.00

8,836.50 0.00 8,836.50Jasa konstruksi 7% 618.56

Total 9,455.06





A.13 Cut and fill m30.0075 jam excavator 300,000.00 2,250.00 2,250.00

0.133333 jam dump truck 120,000.00 16,000.00 16,000.0018,250.00 0.00 18,250.00


B PEKERJAAN PONDASIB.1 pasangan batu kali 1PC : 4PS m3

1.1 m3 Batu belah 15/20 70,800.00 77,880.00 77,880.000.52 m3 pasir pasang 75,000.00 39,000.00 39,000.00163 kg PC 800.00 130,400.00 130,400.000.6 Oh tk. Batu 33,000.00 19,800.00 19,800.00

0.06 Oh kep. Tk batu 37,500.00 2,250.00 2,250.001.5 Oh pekerja 27,500.00 41,250.00 41,250.00

0.075 Oh mandor 35,750.00 2,681.25 2,681.2565,981.25 247,280.00 313,261.25


B.2 pasangan pondasi batu kosong m31.2 m3 Batu belah 70,800.00 84,960.00 84,960.000.3 m3 pasir urug 45,000.00 13,500.00 13,500.00

0.39 Oh tk. Batu 33,000.00 12,870.00 12,870.000.039 Oh kep. Tk batu 37,500.00 1,462.50 1,462.500.78 Oh pekerja 27,500.00 21,450.00 21,450.00

0.039 Oh mandor 35,750.00 1,394.25 1,394.2537,176.75 98,460.00 135,636.75


C PEKERJAAN DINDINGC.1 pasangan bata merah 1/2 bata 1PC:4PS m2

70 bh bata merah 5x11x22 350.00 24,500.00 24,500.0011.5 kg PC 800.00 9,200.00 9,200.00

0.043 m3 pasir pasang 75,000.00 3,225.00 3,225.000.32 Oh pekerja 27,500.00 8,800.00 8,800.000.1 Oh tk. Batu 33,000.00 3,300.00 3,300.00

0.01 Oh kepala tukang 37,500.00 375.00 375.000.015 Oh mandor 35,750.00 536.25 536.25

13,011.25 36,925.00 49,936.25Jasa konstruksi 7% 3,495.54

Total 53,431.79C.2 pasangan bata merah 1/4 bata 1PC:4PS m2

0.5 C1 pasangan bata merah 1/2 bata 1PC:4PS 53,431.79 26,715.89C.3 pasangan bata merah 3/4 bata 1PC:4PS m2

1.5 C1 pasangan bata merah 1/2 bata 1PC:4PS 53,431.79 80,147.68C.4 pasangan bata merah 1 bata 1PC:4PS m2

2 C1 pasangan bata merah 1/2 bata 1PC:4PS 53,431.79 106,863.58C.5 pasangan bata merah 1 bata 1PC:4PS m3

6.67 C1 pasangan bata merah 1/2 bata 1PC:4PS 53,431.79 356,390.02C.6 pasang roster 25x25 m2

16 bh roster 25x25 2,500.00 40,000.00 40,000.003.8 kg Pc 800.00 3,040.00 3,040.00

0.02 m3 pasir pasang 75,000.00 1,500.00 1,500.000.15 Oh pekerja 27,500.00 4,125.00 4,125.000.06 Oh tk batu 33,000.00 1,980.00 1,980.00

0.003 Oh kep.tk batu 37,500.00 112.50 112.500.001 Oh mandor 35,750.00 35.75 35.75

7,753.25 43,040.00 50,793.25Jasa konstruksi 7% 3,555.53

Total 54,348.78C.7 pasang bataco m2

12.5000 bh Bataco 2,000.00 25,000.00 25,000.00 12.5000 kg PC 800.00 10,000.00 10,000.00

0.0400 Pasir pasang 75,000.00 3,000.00 3,000.00 0.1000 org Tukang batu 33,000.00 3,300.00 3,300.00 0.0100 org Kepala tukang batu 37,500.00 375.00 375.00 0.5000 org Pekerja 27,500.00 13,750.00 13,750.00 0.0250 org Mandor 35,750.00 893.75 893.75

18,318.75 38,000.00 56,318.75Jasa konstruksi 7% 3,942.31

Total 60,261.06D PEKERJAAN PLESTERAN

D.1 Plesteran tebal 1PC : 4PS, tebal 15 mm m25.2 kg PC 800.00 4,160.00 4,160.00

0.02 m3 pasir pasang 75,000.00 1,500.00 1,500.000.2 Oh pekerja 27,500.00 5,500.00 5,500.00

0.15 Oh tk. Batu 33,000.00 4,950.00 4,950.000.015 Oh kepala tukang 37,500.00 562.50 562.500.01 Oh mandor 35,750.00 357.50 357.50

11,370.00 5,660.00 17,030.00Jasa konstruksi 7% 1,192.10

m3





Total 18,222.10





D.2 Plesteran beton 1PC : 3PS, tebal 15 mm m27.07 kg PC 800.00 5,656.00 5,656.00

0.021 m3 pasir pasang 75,000.00 1,575.00 1,575.000.26 Oh pekerja 27,500.00 7,150.00 7,150.000.2 Oh tk. Batu 33,000.00 6,600.00 6,600.00

0.02 Oh kepala tukang 37,500.00 750.00 750.000.013 Oh mandor 35,750.00 464.75 464.75

14,964.75 7,231.00 22,195.75Jasa konstruksi 7% 1,553.70

Total 23,749.45

D.3 Plesteran siar 1PC:2PS m24.32 kg PC 800.00 3,456.00 3,456.00

0.016 m3 pasir pasang 75,000.00 1,200.00 1,200.000.15 Oh Pekerja 27,500.00 4,125.00 4,125.000.07 Oh tk batu 33,000.00 2,310.00 2,310.00

0.007 Oh kp. Tk 37,500.00 262.50 262.500.008 Oh mandor 35,750.00 286.00 286.00

6,983.50 4,656.00 11,639.50Jasa konstruksi 7% 814.77

Total 12,454.27D.4 Plesteran skoning 1PC : 2 PS m2

0.5 kg PC 800.00 400.00 400.000.002 m3 pasir pasang 75,000.00 150.00 150.000.057 Oh Pekerja 27,500.00 1,567.50 1,567.500.038 Oh tk batu 33,000.00 1,254.00 1,254.000.038 Oh kp. Tk 37,500.00 1,425.00 1,425.000.002 Oh mandor 35,750.00 71.50 71.50

4,318.00 550.00 4,868.00Jasa konstruksi 7% 340.76

Total 5,208.76D.5 plesteran ciprat 1PC : 2PS (kamprot) m2

4.32 kg PC 800.00 3,456.00 3,456.000.016 m3 pasir pasang 75,000.00 1,200.00 1,200.000.25 Oh Pekerja 27,500.00 6,875.00 6,875.00

0.015 Oh mandor 35,750.00 536.25 536.250.1 Oh tk batu 33,000.00 3,300.00 3,300.00

0.01 Oh kep tk batu 37,500.00 375.00 375.0011,086.25 4,656.00 15,742.25


E PEKERJAAN PENUTUP LANTAI DAN DINDINGE.1 pasang lantai keramik 30x30 m2

11 bh Ubin keramik 30x30 4,100.00 45,100.00 45,100.0011 kg PC 800.00 8,800.00 8,800.00

0.042 m3 Pasir 75,000.00 3,150.00 3,150.001.5 kg PC warna 7,000.00 10,500.00 10,500.00

0.35 Oh Tk. Batu 33,000.00 11,550.00 11,550.000.035 Oh Kep. Tk batu 37,500.00 1,312.50 1,312.50

0.3 Oh pekerja 27,500.00 8,250.00 8,250.000.03 Oh mandor 35,750.00 1,072.50 1,072.50

22,185.00 67,550.00 89,735.00Jasa konstruksi 7% 6,281.45

Total 96,016.45E.2 pasang lantai keramik 20x20 m2

25 bh Ubin keramik 20x20 1,900.00 47,500.00 47,500.009.3 kg PC 800.00 7,440.00 7,440.00

0.018 m3 pasir pasang 75,000.00 1,350.00 1,350.001.5 kg PC warna 7,000.00 10,500.00 10,500.00

0.35 Oh Tk. Batu 33,000.00 11,550.00 11,550.000.035 Oh Kep. Tk batu 37,500.00 1,312.50 1,312.500.62 Oh pekerja 27,500.00 17,050.00 17,050.000.03 Oh mandor 35,750.00 1,072.50 1,072.50

30,985.00 66,790.00 97,775.00Jasa konstruksi 7% 6,844.25

Total 104,619.25E.3 pasang dinding keramik 20x25 m2

20 bh Ubin keramik 20x25 2,250.00 45,000.00 45,000.0010.5 kg PC 800.00 8,400.00 8,400.000.02 m3 pasir pasang 75,000.00 1,500.00 1,500.001.5 kg PC warna 7,000.00 10,500.00 10,500.00

0.37 Oh Tk. Batu 33,000.00 12,210.00 12,210.000.037 Oh Kep. Tk batu 37,500.00 1,387.50 1,387.500.62 Oh pekerja 27,500.00 17,050.00 17,050.000.03 Oh mandor 35,750.00 1,072.50 1,072.50

31,720.00 65,400.00 97,120.00Jasa konstruksi 7% 6,798.40

Total 103,918.40





E.4 pasang plint keramik 10x30 m'3 bh plint keramik 10x30 2,250.00 6,750.00 6,750.00

1.65 kg PC 800.00 1,320.00 1,320.000.0032 m3 pasir pasang 75,000.00 240.00 240.00

0.12 kg PC warna 7,000.00 840.00 840.000.09 Oh pekerja 33,000.00 2,970.00 2,970.000.09 Oh tk. Batu 27,500.00 2,475.00 2,475.00

0.009 Oh kepala tukang 37,500.00 337.50 337.500.045 Oh mandor 35,750.00 1,608.75 1,608.75

7,391.25 9,150.00 16,541.25Jasa konstruksi 7% 1,157.89

Total 17,699.14F HARD MATERIAL

F.1 pasang paving t=6cm K200 m20.05 m3 urugan pasir 0.00 0.00 0.00

1 m2 paving block t=6cm 31,000.00 31,000.00 31,000.000.12 Oh tk batu 33,000.00 3,960.00 3,960.00

0.012 Oh kp tk batu 37,500.00 450.00 450.000.25 Oh Pekerja 27,500.00 6,875.00 6,875.00

0.025 Oh mandor 35,750.00 893.75 893.7512,178.75 31,000.00 43,178.75


F.2 pasang paving t=8cm K400 m20.05 m3 urugan pasir 0.00 0.00 0.00

1 m2 paving block t=8cm K400 44,000.00 44,000.00 44,000.000.15 Oh tk batu 33,000.00 4,950.00 4,950.00


0.025 Oh mandor 35,750.00 893.75 893.7513,281.25 44,000.00 57,281.25


F.3 pasang paving blok warna m20.05 m3 urugan pasir 0.00 0.00 0.00

1 m2 paving blok warna 40,000.00 40,000.00 40,000.000.12 Oh tk batu 33,000.00 3,960.00 3,960.00


0.025 Oh mandor 35,750.00 893.75 893.7512,178.75 40,000.00 52,178.75


F.4 pasang paving 20x20 t=8cm m20.05 m3 urugan pasir 0.00 0.00 0.00

1 m2 paving blok 20x20 40,000.00 40,000.00 40,000.000.12 Oh tk batu 33,000.00 3,960.00 3,960.00


0.025 Oh mandor 35,750.00 893.75 893.7512,178.75 40,000.00 52,178.75


F.5 pasangan batu koral sikat m26.5 kg Batu koral sikat 10,000.00 65,000.00 65,000.00

0.04 m3 pasir pasang 75,000.00 3,000.00 3,000.005 kg PC 800.00 4,000.00 4,000.00

0.2 Oh tk. Batu 33,000.00 6,600.00 6,600.000.01 Oh kep. Tk batu 37,500.00 375.00 375.000.5 Oh pekerja 27,500.00 13,750.00 13,750.00

0.05 Oh mandor 35,750.00 1,787.50 1,787.5022,512.50 72,000.00 94,512.50


F.6 pasang kansteen uk. 10/20/40 m'2.5 bh kansteen 18,100.00 45,250.00 45,250.00

0.12 m2 finish plesteran 1:4 18,222.10 2,186.65 2,186.650.02 m3 pasir urug 45,000.00 900.00 900.000.06 Oh pekerja 27,500.00 1,650.00 1,650.00

0.002 Oh mandor 35,750.00 71.50 71.503,908.15 46,150.00 50,058.15






F.7 pasang beton texture m217.73 kg PC 800.00 14,184.00 14,184.00

0.0513 m3 pasir pasang 75,000.00 3,847.50 3,847.500.0783 m3 koral beton 80,000.00 6,264.00 6,264.000.1485 Oh pekerja 27,500.00 4,083.75 4,083.750.0225 Oh Tk. Batu 33,000.00 742.50 742.50

0.00225 Oh Kep. Tk. Batu 37,500.00 84.38 84.380.0072 Oh Mandor 35,750.00 257.40 257.40

1 ls upah buat pola texture 10,000.00 10,000.00 10,000.0015,168.03 24,295.50 39,463.53


F.8 pasang rabat beton t=8cm m215.76 kg PC 800.00 12,608.00 12,608.00

0.0456 m3 pasir pasang 75,000.00 3,420.00 3,420.000.0696 m3 koral beton 80,000.00 5,568.00 5,568.000.132 Oh pekerja 27,500.00 3,630.00 3,630.000.02 Oh Tk. Batu 33,000.00 660.00 660.00


4,593.80 21,596.00 26,189.80Jasa konstruksi 7% 1,833.29

Total 28,023.09F.9 pasang Batu lempeng m2

1.05 m2 bt lempeng 40,000.00 42,000.00 42,000.0011 kg PC 800.00 8,800.00 8,800.00

0.035 m3 pasir pasang 75,000.00 2,625.00 2,625.000.65 Oh Pekerja 27,500.00 17,875.00 17,875.000.35 Oh Tk. Batu 33,000.00 11,550.00 11,550.00

0.035 Oh Kep. Tk. Batu 37,500.00 1,312.50 1,312.500.03 Oh mandor 35,750.00 1,072.50 1,072.50

31,810.00 53,425.00 85,235.00Jasa konstruksi 7% 5,966.45

Total 91,201.45F.10 pasang Batu alam m2

1 m2 bt alam 35,000.00 35,000.00 35,000.009 kg PC 800.00 7,200.00 7,200.00

0.035 m3 pasir pasang 75,000.00 2,625.00 2,625.000.5 Oh Pekerja 27,500.00 13,750.00 13,750.00

0.25 Oh Tk batu 33,000.00 8,250.00 8,250.000.03 Oh Kep. Tk. Batu 37,500.00 1,125.00 1,125.000.03 Oh mandor 35,750.00 1,072.50 1,072.50

24,197.50 44,825.00 69,022.50Jasa konstruksi 7% 4,831.58

Total 73,854.08F.11 pasang grassblok t=10cm m2

1 m2 grassblock 35,000.00 35,000.00 35,000.000.035 m3 pasir urug 0.00 0.00 0.00

0.3 Oh Pekerja 27,500.00 8,250.00 8,250.000.15 Oh Tk batu 33,000.00 4,950.00 4,950.000.01 Oh Kep. Tk. Batu 37,500.00 375.00 375.00

0.001 Oh mandor 35,750.00 35.75 35.7513,610.75 35,000.00 48,610.75


F.12 pasang Batu candi m21 m2 bt candi 35,000.00 35,000.00 35,000.00

8.5 kg PC 800.00 6,800.00 6,800.000.03 m3 pasir pasang 75,000.00 2,250.00 2,250.000.6 Oh Pekerja 27,500.00 16,500.00 16,500.000.3 Oh Tk batu 33,000.00 9,900.00 9,900.00

0.03 Oh Kep. Tk. Batu 37,500.00 1,125.00 1,125.000.03 Oh mandor 35,750.00 1,072.50 1,072.50

28,597.50 44,050.00 72,647.50Jasa konstruksi 7% 5,085.33

Total 77,732.83G PEKERJAAN BETON

G.1 beton tumbuk 1pc:4ps:6kr m3197 kg PC 800.00 157,600.00 157,600.00

0.57 m3 pasir pasang 75,000.00 42,750.00 42,750.000.87 m3 koral beton 122,300.00 106,401.00 106,401.001.65 Oh pekerja 27,500.00 45,375.00 45,375.000.25 Oh Tk. Batu 33,000.00 8,250.00 8,250.00

0.025 Oh Kep. Tk. Batu 37,500.00 937.50 937.500.08 Oh Mandor 35,750.00 2,860.00 2,860.00

57,422.50 306,751.00 364,173.50Jasa konstruksi 7% 25,492.15

Total 389,665.65





G.2 beton bertulang 1pc;2ps:4kr m3291 kg PC 800.00 232,800.00 232,800.00

0.47 m3 pasir pasang 75,000.00 35,250.00 35,250.000.93 m3 koral beton 122,300.00 113,739.00 113,739.00

2 Oh pekerja 27,500.00 55,000.00 55,000.000.35 Oh tk.batu 33,000.00 11,550.00 11,550.00

0.035 Oh kep tk batu 37,500.00 1,312.50 1,312.501 Oh mandor 35,750.00 35,750.00 35,750.00

103,612.50 381,789.00 485,401.50Jasa konstruksi 7% 33,978.11

Total 519,379.61G.3 lean concrete t=5cm m2

9.85 kg PC 800.00 7,880.00 7,880.000.0285 m3 pasir pasang 75,000.00 2,137.50 2,137.500.0435 m3 koral beton 122,300.00 5,320.05 5,320.050.0825 Oh pekerja 33,000.00 2,722.50 2,722.500.0125 Oh Tk. Batu 27,500.00 343.75 343.75


3,256.13 15,337.55 18,593.68Jasa konstruksi 7% 1,301.56

Total 19,895.23G.4 pembesian dengan besi polos atau ulir kg

1.05 kg besi polos/ulir 7,100.00 7,455.00 7,455.000.015 kg kawat beton/bendrat 8,600.00 129.00 129.000.007 Oh pekerja 27,500.00 192.50 192.500.007 Oh tk. Besi 35,000.00 245.00 245.00

0.0007 Oh kp. Tk 37,500.00 26.25 26.250.0003 Oh mandor 35,750.00 10.73 10.73

474.48 7,584.00 8,058.48Jasa konstruksi 7% 564.09

Total 8,622.57G.5 pasang kolom/balok praktis ( 15 x 15 ) m'

0.003 m3 kayu begesting 950,000.00 2,590.91 2,590.910.015 kg paku 2"-5" 8,250.00 123.75 123.753.224 kg besi beton polos 7,100.00 22,887.24 22,887.240.450 kg kawat bendrat 8,600.00 3,870.00 3,870.004.200 kg PC 800.00 3,360.00 3,360.000.018 m3 koral 80,000.00 1,440.00 1,440.000.012 m3 pasir 75,000.00 911.25 911.250.020 Oh tk batu 33,000.00 660.00 660.000.020 Oh tk kayu 35,000.00 700.00 700.000.020 Oh tk besi 35,000.00 700.00 700.000.006 Oh kep tk. batu 37,500.00 225.00 225.000.060 Oh pakerja 27,500.00 1,650.00 1,650.000.003 Oh mandor 35,750.00 107.25 107.25

4,042.25 35,183.15 39,225.40Jasa konstruksi 7% 2,745.78

Total 41,971.18G.6 pasang bekisting untuk pondasi m2

0.04 m3 papan kayu bekisting 950,000.00 38,000.00 38,000.000.3 kg paku 8,250.00 2,475.00 2,475.00

0.26 Oh tk kayu 35,000.00 9,100.00 9,100.000.026 Oh kep tk. batu 37,500.00 975.00 975.00

0.3 Oh pakerja 27,500.00 8,250.00 8,250.000.005 Oh mandor 35,750.00 178.75 178.75

18,503.75 40,475.00 58,978.75Jasa konstruksi 7% 4,128.51

Total 63,107.26G.7 pasang bekisting untuk sloof m2


0.26 Oh tk kayu 35,000.00 9,100.00 9,100.000.026 Oh kep tk. batu 37,500.00 975.00 975.00

0.3 Oh pakerja 27,500.00 8,250.00 8,250.000.005 Oh mandor 35,750.00 178.75 178.75

18,503.75 45,225.00 63,728.75Jasa konstruksi 7% 4,461.01

Total 68,189.76G.8 pasang bekisting untuk kolom m2


0.35 lbr triplek 4mm 46,300.00 16,205.00 16,205.000.26 Oh tk kayu 35,000.00 9,100.00 9,100.00

0.026 Oh kep tk. batu 37,500.00 975.00 975.000.3 Oh pakerja 27,500.00 8,250.00 8,250.00

0.005 Oh mandor 35,750.00 178.75 178.7518,503.75 56,680.00 75,183.75






G.9 Beton bertulang mutu K225 (sitemix) m30.65 m3 pasir beton 75,000.00 48,750.00 48,750.000.65 m3 koral beton 80,000.00 52,000.00 52,000.00388 kg PC 800.00 310,400.00 310,400.00

1 Oh tk batu 33,000.00 33,000.00 33,000.000.1 Oh kep tk. batu 37,500.00 3,750.00 3,750.00

6 Oh pakerja 27,500.00 165,000.00 165,000.000.3 Oh mandor 35,750.00 10,725.00 10,725.00

212,475.00 411,150.00 623,625.00Jasa konstruksi 7% 43,653.75

Total 667,278.75G.10 Plat pondasi setempat beton bertulang100x100 t=15cm m3

27.73333 kg pembesian besi d13-150 (double layer) 8,622.57 239,132.56 239,132.561 m3 beton bertulang K225 623,625.00 623,625.00 623,625.00

1.000 m2 bekisting pondasi 63,107.26 63,107.26 63,107.260.00 925,864.82 925,864.82


G11 Plat deker t=10cm m312.936 kg pembesian besi d10-100 8,622.57 111,541.54 111,541.54

1 m3 beton bertulang K225 623,625.00 623,625.00 623,625.0010.000 m2 bekisting pondasi 63,107.26 631,072.63 631,072.63

0.00 1,366,239.17 1,366,239.17Jasa konstruksi 7% 95,636.74

Total 1,461,875.91G.12 Kolom beton bertulang (12x15) m3

3.552 kg Pembesian 4d12 8,622.57 30,627.36 30,627.361.159 kg sengkang d8-150 8,622.57 9,990.68 9,990.68

1 m3 beton bertulang K225 623,625.00 623,625.00 623,625.0011.111 m2 bekisting kolom 80,446.61 893,851.25 893,851.25

0.00 1,558,094.29 1,558,094.29Jasa konstruksi 7% 109,066.60

Total 1,667,160.90G13 Sloof, ring balk beton bertulang (15x20) m3


1 m3 beton bertulang K225 623,625.00 623,625.00 623,625.0013.333 m2 bekisting sloof 63,728.75 849,716.67 849,716.67

0.00 1,516,457.38 1,516,457.38Jasa konstruksi 7% 106,152.02

Total 1,622,609.40G14 Sloof beton bertulang (20x30) m3

4.168 kg Pembesian 4D13 8,622.57 35,938.86 35,938.865.236 kg sengkang d10-100 8,622.57 45,147.77 45,147.77


0.00 1,341,999.13 1,341,999.13Jasa konstruksi 7% 93,939.94

Total 1,435,939.07G15 Beton pedestal 30x50 m3



0.00 1,487,610.88 1,487,610.88Jasa konstruksi 7% 104,132.76

Total 1,591,743.64H PEKERJAAN BAJA

H.1 pasang rangka atap baja WF kg1.1 kg baja profil WF 8,300.00 9,130.00 9,130.00

0.08 kg meni besi 12,800.00 1,024.00 1,024.000.006 Oh tukang besi 35,000.00 210.00 210.000.006 Oh kp.tk.besi 37,500.00 225.00 225.000.06 Oh pekerja 27,500.00 1,650.00 1,650.00

0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 10,154.00 12,249.73


H.2 pasang canal C kg1.1 kg Canal C 7,500.00 8,250.00 8,250.00

0.06 kg meni besi 12,800.00 768.00 768.000.012 Oh tukang besi 35,000.00 420.00 420.000.012 Oh kp.tk.besi 37,500.00 450.00 450.000.024 Oh pekerja 27,500.00 660.00 660.000.006 Oh mandor 35,750.00 214.50 214.50

1,744.50 9,018.00 10,762.50Jasa konstruksi 7% 753.38

Total 11,515.88





H.3 pasang rangka besi siku kg1.1 kg besi siku 7,500.00 8,250.00 8,250.00

0.06 kg meni besi 12,800.00 768.00 768.000.012 Oh tukang besi 35,000.00 420.00 420.000.012 Oh kp.tk.besi 37,500.00 450.00 450.000.024 Oh pekerja 27,500.00 660.00 660.000.006 Oh mandor 35,750.00 214.50 214.50

1,744.50 9,018.00 10,762.50Jasa konstruksi 7% 753.38

Total 11,515.88H.4 pasang besi plat t=6mm kg

1.1 kg besi plat t=6mm 6,500.00 7,150.00 7,150.000.06 kg meni besi 12,800.00 768.00 768.00

0.012 Oh tukang besi 35,000.00 420.00 420.000.012 Oh kp.tk.besi 37,500.00 450.00 450.000.024 Oh pekerja 27,500.00 660.00 660.000.006 Oh mandor 35,750.00 214.50 214.50

1,744.50 7,918.00 9,662.50Jasa konstruksi 7% 676.38

Total 10,338.88H.5 pasang tie rod/ikatan angin dia 10mm kg

1.10 kg besi beton 7,100.00 7,810.00 7,810.000.02 kg cat meni 12,800.00 256.00 256.001.00 kg upah pabrikasi (senei) 750.00 750.00 750.001.00 kg upah stel 500.00 500.00 500.00

1,250.00 8,066.00 9,316.00Jasa konstruksi 7% 652.12

Total 9,968.12H.6 pasang angkur baut d19-400 kg

1.10 kg besi beton 7,100.00 7,810.00 7,810.000.03 kg cat meni 12,800.00 320.00 320.001.00 kg upah drat+pasang 1,000.00 1,000.00 1,000.00

1,000.00 8,130.00 9,130.00Jasa konstruksi 7% 639.10

Total 9,769.10H.7 pekerjaaan walter mur/sagrod d=8mm bh

1.1 kg besi beton 7,100.00 7,810.00 7,810.000.015 kg cat meni 12,800.00 192.00 192.00

1 kg upah drat + pasang 1,000.00 1,000.00 1,000.001,000.00 8,002.00 9,002.00


H.8 pasang grill (0.6x1.2) m'2.864 kg besi siku 40.40.4 7,500.00 21,477.60 21,477.607.458 kg besi siku 50.50.5 7,500.00 55,931.25 55,931.256.336 kg besi d=12 7,100.00 44,985.60 44,985.60

1 ls Upah pabrikasi 30,000.00 30,000.00 30,000.000.6 m2 finish zincromate 10,173.69 6,104.22 6,104.220.6 x 1.2 a (panel) 36,104.22 122,394.45 158,498.67

harga per m' 316,997.33Jasa konstruksi 7% 22,189.81

Total 339,187.15H.9 pasang besi d=10 bh

0.462 kg besi d=10 7,100.00 3,280.20 3,280.201 ls upah pola+finishing 750.00 750.00 750.00

750.00 3,280.20 4,030.20Jasa konstruksi 7% 4,780.20

Total 8,810.40H.10 pasang kawat berduri m'

0.0968 kg kawat d=3 8,600.00 832.48 832.481 ls upah pasang 1,000.00 1,000.00 1,000.00

1,000.00 832.48 1,832.48Jasa konstruksi 7% 128.27

Total 1,960.75H.11 pasang tiang kawat berduri besi siku kg

4.125 kg besi siku 50.50.5 7,500.00 30,937.50 30,937.501 ls upah pabrikasi 6,000.00 6,000.00 6,000.00

6,000.00 30,937.50 36,937.50Jasa konstruksi 7% 2,585.63

Total 39,523.13H.13 pasang pintu besi m2

1.974 kg besi hollow 20.40.0,6 7,500.00 14,802.59 14,802.5925.874 kg plat 4mm 6,500.00 168,178.40 168,178.40

1 ls upah las 100,000.00 100,000.00 100,000.00100,000.00 182,980.99 282,980.99






H.14 pasang pipa BSP 3" t=3.2mm m'1.1 kg Besi BSP 3" 7,000.00 7,700.00 7,700.00

0 kg meni besi 12,800.00 0.00 0.000.006 Oh tukang besi 35,000.00 210.00 210.000.006 Oh kp.tk.besi 37,500.00 225.00 225.000.06 Oh pekerja 27,500.00 1,650.00 1,650.00

0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 7,700.00 9,795.73


konversi ke m'6.78 kg pipa BSP d=3" 10,481.43 71,064.07 71,064.07

H.15 pasang pipa BSP 3" t=2.8mm m'1.1 kg Besi BSP 3" 7,000.00 7,700.00 7,700.00


0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 7,700.00 9,795.73



H.16 pasang pipa BSP 2" m'1.1 kg Besi BSP 3" 7,000.00 7,700.00 7,700.00


0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 7,700.00 9,795.73



H.17 pasang pipa BSP 1.5" m'1.1 kg Besi BSP 3" 7,000.00 7,700.00 7,700.00


0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 7,700.00 9,795.73



H.18 pasang hollow 100.50.2.81.1 kg besi profil hollow 100.50.2.8 7,500.00 8,250.00 8,250.00

0 kg meni besi 12,800.00 0.00 0.000.006 Oh tk besi 35,000.00 210.00 210.000.006 Oh kep. Tk besi 37,500.00 225.00 225.000.06 Oh pekerja 27,500.00 1,650.00 1,650.00

0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 8,250.00 10,345.73


konversi ke m'6.3 kg hollow 100.50.2.8 11,069.93 69,740.53 69,740.53

H.19 pasang hollow 20.40.21.1 kg besi profil hollow 100.50.2.8 5,700.00 6,270.00 6,270.00

0 kg meni besi 12,800.00 0.00 0.000.006 Oh tk besi 35,000.00 210.00 210.000.006 Oh kep. Tk besi 37,500.00 225.00 225.000.06 Oh pekerja 27,500.00 1,650.00 1,650.00

0.0003 Oh mandor 35,750.00 10.73 10.732,095.73 6,270.00 8,365.73


konversi ke m'1.88 kg hollow 20.40.2 8,951.33 16,828.49 16,828.49





H.20 pintu besi geser ( 6m x 3.17m ) unit146.75 149.69 kg besi d=16 (besi tegak,lengkung besar,lengkung kecil) 7,100.00 1,062,763.50 1,062,763.50

32 32.64 kg besi plat strip 50 t=5mm (besi horisontal) 6,500.00 212,160.00 212,160.0022.00 btng melengkungkan besi besar 1,500.00 33,000.00 33,000.0011.00 btng melengkungkan besi kecil 750.00 8,250.00 8,250.0030.42 m2 cat duco 35,002.91 1,064,788.52 1,064,788.5210.00 bh roll pintu 20,000.00 200,000.00 200,000.0045.86 m' pipa besi 2' 108,500.00 4,975,810.00 4,975,810.006.00 bh tutup pipa 2' 8,000.00 48,000.00 48,000.00

29.68 30.27 kg rel besi 16mm 7,100.00 214,942.56 214,942.56116 118.32 kg plat t=2mm 6,500.00 769,080.00 769,080.00

11.120 11.34 kg Pancak suji ( besi tempa ) 7,100.00 80,531.04 80,531.04 10.900 11.12 kg aksesoris bulatan (besi tempa) 7,100.00 78,937.80 78,937.80

1000.00 ttk las 1,000.00 1,000,000.00 1,000,000.00

230.450 235.06 kg Instalasi 1,000.00 235,059.00 235,059.001,235,059.00 8,748,263.42 9,983,322.42

Jasa konstruksi 7% 698,832.57Total 10,682,154.99

H.21 pintu besi doble pintu ( 6m x 3.17m ) unit146.75 220.13 kg besi d=16 (besi tegak,lengkung besar,lengkung kecil) 7,100.00 1,562,887.50 1,562,887.50

32 48.00 kg besi plat strip 50 t=5mm (besi horisontal) 6,500.00 312,000.00 312,000.0030.00 btng melengkungkan besi besar 1,500.00 45,000.00 45,000.0015.00 btng melengkungkan besi kecil 750.00 11,250.00 11,250.0042.59 m2 cat duco 35,002.91 1,490,703.93 1,490,703.930.00 bh roll pintu 40,000.00 0.00 0.00

43.68 m' pipa besi 2' (vertikal) 108,500.00 4,739,280.00 4,739,280.0034.65 m' pipa besi 2' (horisontal) 108,500.00 3,759,525.00 3,759,525.0015.00 bh tutup pipa 2' 8,000.00 120,000.00 120,000.00

29.68 41.55 kg rel besi 16mm 6,500.00 270,088.00 270,088.00116 185.60 kg plat t=2mm 6,500.00 1,206,400.00 1,206,400.00

11.120 17.79 kg Pancak suji ( besi tempa ) 7,100.00 126,323.20 126,323.20 10.900 17.44 kg aksesoris bulatan (besi tempa) 7,100.00 123,824.00 123,824.00

1200.00 ttk las 2,000.00 2,400,000.00 2,400,000.00

230.450 322.63 kg Instalasi 3,520.00 1,135,657.60 1,135,657.603,535,657.60 13,767,281.63 17,302,939.23

Jasa konstruksi 7% 1,211,205.75Total 18,514,144.98

H.22 Pintu portal unit83 kg BSP d=3" 7,000.00 581,000.00 581,000.00

21.9 kg BSP d=2" 7,000.00 153,300.00 153,300.000.108 m3 cor beton tumbuk 519,379.61 56,093.00 56,093.000.45 m3 galian 12,430.00 5,593.50 5,593.50

0.0375 m3 pasir urug 45,000.00 1,687.50 1,687.504.484 m2 Finish cat 32,713.00 146,685.09 146,685.09

1 ls las & aksesories 350,000.00 350,000.00 350,000.00357,281.00 937,078.09 1,294,359.09

Jasa konstruksi 7% 90,605.14Total 1,384,964.23

I PEKERJAAN PENUTUP ATAPI.1 PEKERJAAN PASANG ATAP

atap corrugated bitumen mvolume atap 1,879.00

1342 lbr atap ( per m2 dibagi 1.4) 85,000.00 114,070,000.00 114,070,000.0026840 pcs sekrup anti UV ( per lbr=20pcs) 650.00 17,446,000.00 17,446,000.00

0 m Nok bubungan (160m/0.68) 60,000.00 0.00 0.000 bh sekrup nok ( 12 biji ) 650.00 0.00 0.00

1342 lbr upah 7,000.00 9,394,000.00 9,394,000.001342 lbr tool 2,000.00 2,684,000.00 2,684,000.00

b 9,394,000.00 134,200,000.00 143,594,000.00b/a 76,420.44


I.2 pasang kerpus corrugated bitumen mvolume kerpus = 160.00 m

0 lbr atap ( per m2 dibagi 1.4) 0.00 0.00 0.000 pcs sekrup anti UV ( per lbr=20pcs) 0.00 0.00 0.00

234 m 60,000.00 14,040,000.00 14,040,000.002808 m sekrup nok 650.00 1,825,200.00 1,825,200.00234 lbr upah 4,500.00 1,053,000.00 1,053,000.00234 lbr tool 1,000.00 234,000.00 234,000.00

b 1,053,000.00 16,099,200.00 17,152,200.00b/a 73,300.00


m2 (a)

Nok bubungan (160m/0.68) (a)





I.3 pasang atap fiber m21.2 m2 fiberglass 35,000.00 42,000.00 42,000.00

0.05 kg paku biasa 1/2"-1" 8,250.00 412.50 412.500.14 Oh Pekerja 27,500.00 3,850.00 3,850.00

0.067 Oh tk kayu 35,000.00 2,345.00 2,345.000.007 Oh kepala tukang kayu 37,500.00 262.50 262.500.007 Oh mandor 35,750.00 250.25 250.25

6,707.75 42,412.50 49,120.25Jasa konstruksi 7% 3,438.42

Total 52,558.67I.4 Pasang beva mesh welded galvanized no.2214 dia2.03mm (50x50) m'

1.35 m2 Beva mesh welded galvanized no.2214 dia2.03mm 50x50 18,500.00 24,975.00 24,975.000.35 kg paku 1/2'-1' 8,250.00 2,887.50 2,887.50

0.035 Oh tk kayu 35,000.00 1,225.00 1,225.000.4 Oh pekerja 27,500.00 11,000.00 11,000.00

0.02 Oh kepala tukang kayu 37,500.00 750.00 750.000.001 Oh mandor 35,750.00 35.75 35.75

13,010.75 27,862.50 40,873.25Jasa konstruksi 7% 2,861.13

Total 43,734.38I.5 Pasang policarbonate twinlite t=5mm m'

0.0525 lbr policarboanate twinlite t=5mm 1,900,000.00 99,677.16 99,677.160.40 kg paku sekrup 8,250.00 3,300.00 3,300.001.00 m2 upah pasang 30,000.00 30,000.00 30,000.00

30,000.00 102,977.16 132,977.16Jasa konstruksi 7% 9,308.40

Total 142,285.56I.6 pasang genteng keramik m2

9 bj genteng keramik kanmuri 5,500.00 49,500.00 49,500.000.03 kg paku 8,250.00 247.50 247.500.1 Oh tk. Kayu 35,000.00 3,500.00 3,500.00

0.01 Oh kep. Tk kayu 37,500.00 375.00 375.000.2 Oh pekerja 27,500.00 5,500.00 5,500.00

0.01 Oh mandor 35,750.00 357.50 357.509,732.50 49,747.50 59,480.00


I.7 pasang genteng bubungan keramik m23 bh bubungan genteng keramik kanmuri 20,000.00 60,000.00 60,000.00

0.05 kg paku 8,250.00 412.50 412.5010.8 kg PC 800.00 8,640.00 8,640.00

0.032 m3 pasir pasang 75,000.00 2,400.00 2,400.000.2 Oh Tk kayu 35,000.00 7,000.00 7,000.00

0.02 Oh kep tk. 37,500.00 750.00 750.000.4 Oh pekerja 27,500.00 11,000.00 11,000.00

0.02 Oh mandor 35,750.00 715.00 715.0019,465.00 71,452.50 90,917.50


J PEKERJAAN PENGECATANJ.1 pengecatan tembok baru(1 lapis cat dasar, 2 lapis cat penutup)/interior m2

0.25 ltr cat dasar (alkaplast) 3,960.00 990.00 990.000.17 ltr wall sealer (weather base) 19,600.00 3,332.00 3,332.000.26 ltr cat penutup 2x ,interior ( tipe cendana ) 20,240.00 5,262.40 5,262.400.02 Oh pekerja 27,500.00 550.00 550.00

0.063 Oh tk. Cat 33,000.00 2,079.00 2,079.000.0063 Oh kepala tk 37,500.00 236.25 236.250.025 Oh mandor 35,750.00 893.75 893.75

3,759.00 9,584.40 13,343.40Jasa konstruksi 7% 934.04

Total 14,277.44J.2 pengecatan tembok (1 lapis cat dasar, 2 lapis cat penutup)/eksterior m2

0.25 ltr cat dasar (alkaplast) 3,960.00 990.00 990.000.17 ltr wall sealer (weather base) 19,600.00 3,332.00 3,332.000.2 ltr cat penutup 2x ,eksterior (weather coat,cendana) 51,200.00 10,240.00 10,240.00

0.028 Oh pekerja 27,500.00 770.00 770.000.042 Oh tk. Cat 33,000.00 1,386.00 1,386.000.042 Oh kepala tk cat 37,500.00 1,575.00 1,575.000.025 Oh mandor 35,750.00 893.75 893.75

4,624.75 14,562.00 19,186.75Jasa konstruksi 7% 1,343.07

Total 20,529.82J.3 pengecatan permukaan baja dengan meni besi /zincromate m2

0.10 kg meni besi zinkromate 12,800.00 1,280.00 1,280.000.01 bh kuas 6,000.00 60.00 60.000.20 Oh tk cat 33,000.00 6,600.00 6,600.000.02 Oh kep. Tk cat 37,500.00 750.00 750.000.02 Oh pekerja 27,500.00 550.00 550.000.01 Oh mandor 35,750.00 268.13 268.13

8,168.13 1,340.00 9,508.13






J.4 pengecatan cat duco3x m20.425 kg cat duco 35,100.00 14,917.50 14,917.500.057 ltr thinner 9,000.00 513.00 513.000.10 lbr amplas 4,000.00 400.00 400.000.30 Oh tk cat 33,000.00 9,900.00 9,900.000.03 Oh kep. Tk. Cat 37,500.00 1,125.00 1,125.000.20 Oh pekerja 27,500.00 5,500.00 5,500.000.01 Oh mandor 35,750.00 357.50 357.50

16,882.50 15,830.50 32,713.00Jasa konstruksi 7% 2,289.91

Total 35,002.91J.5 Pengecatan bidang kayu baru (1 lapis plamir, 1 lapis cat dasar, m2

2 lapis cat penutup)0.2 kg cat meni 12,800.00 2,560.00 2,560.00

0.15 kg plamir 9,900.00 1,485.00 1,485.000.17 kg cat dasar 29,700.00 5,049.00 5,049.000.26 kg cat penutup 2x 38,500.00 10,010.00 10,010.00

0.009 Oh tk cat 33,000.00 297.00 297.000.006 Oh kep. Tk cat 37,500.00 225.00 225.000.07 Oh pekerja 27,500.00 1,925.00 1,925.00

0.0025 Oh mandor 35,750.00 89.38 89.382,536.38 19,104.00 21,640.38


K PEKERJAAN PAGARK1 BRC type 120 A2 (1.2mx2.4m) 6mm d tiang=1.5" h=1.5m m'

1 panel panel pagar type A2 120 6mm 354,200.00 354,200.00 354,200.002 tiang tiang P 120 d=11/2 galbani (termasuk mur, baut atas) 145,750.00 291,500.00 291,500.001 ls instalasi 8,000.00 8,000.00 8,000.00

8,000.00 645,700.00 653,700.001.5x2.4 harga per m' 181,583.33


K2 BRC type 175 A3 (1.2mx2.4m) 7mm d tiang=2" h=2.25m m'1 panel panel pagar type A3 175 7mm 547,800.00 547,800.00 547,800.002 tiang tiang P 120 d=11/2 galbani (termasuk mur, baut atas) 171,600.00 343,200.00 343,200.001 ls instalasi 8,000.00 8,000.00 8,000.00

8,000.00 891,000.00 899,000.001.75x2.4 harga per m' 214,047.62


K3 BRC type 190 A3 (1.2mx2.4m) 7mm d tiang=2" h=2.4m m'1 panel panel pagar type A3 190 7mm 587,400.00 587,400.00 587,400.002 tiang tiang P 190 d=2" galbani (termasuk mur, baut atas) 226,600.00 453,200.00 453,200.001 ls instalasi 8,000.00 8,000.00 8,000.00

8,000.00 1,040,600.00 1,048,600.001.9x2.4 harga per m' 229,956.14


K4 Tiang Galvanis tinggi 3.60m + skur 2m unit3.7 m' Tiang Galvanis GIP d=2" 108,500.00 401,450.00 401,450.00

2 m' Tiang skur gavanis GIP d=2" 108,500.00 217,000.00 217,000.000.00 618,450.00 618,450.00


K5 Tiang Galvanis tinggi 3.60m unit3.6 m' Tiang Galvanis GIP d=2" 108,500.00 390,600.00 390,600.00

0.00 390,600.00 390,600.00Jasa konstruksi 7% 27,342.00

Total 417,942.00K6 Tiang Galvanis tinggi 2.6m+skur 2m unit

2.6 m' Tiang Galvanis GIP d=2" 108,500.00 282,100.00 282,100.002 m' Tiang skur gavanis GIP d=2" 108,500.00 217,000.00 217,000.00

0.00 499,100.00 499,100.00Jasa konstruksi 7% 34,937.00

Total 534,037.00K7 Tiang Galvanis tinggi 2.6m unit

2.6 m' Tiang Galvanis GIP d=2" 108,500.00 282,100.00 282,100.000.00 282,100.00 282,100.00


K8 Tiang Galvanis tinggi 1.75m unit1.75 m' Tiang Galvanis GIP d=2" 108,500.00 189,875.00 189,875.00

0.00 189,875.00 189,875.00Jasa konstruksi 7% 13,291.25

Total 203,166.25





K9 Pekerjaan baja (ornamen baja tempa ( 1.45m x 5.44 m ), pagar transparan) m'130.93 133.55 kg besi d=16 (besi tegak,lengkung besar,lengkung kecil) 7,100.00 948,195.06 948,195.0640.86 41.68 kg besi plat strip 50 t=5mm (besi horisontal) 6,500.00 270,901.80 270,901.80

21.00 btng melengkungkan besi besar 2,500.00 52,500.00 52,500.0011.00 btng melengkungkan besi kecil 1,500.00 16,500.00 16,500.00

6.91 8.29 m2 pengecetan besi 10,173.69 84,360.27 84,360.27 11.120 11.34 kg Pancak suji ( besi tempa ) 15,000.00 170,136.00 170,136.00 10.900 11.12 kg aksesoris bulatan (besi tempa) 11,000.00 122,298.00 122,298.00

1.00 ls las 365,000.00 365,000.00 365,000.00449,360.27 1,580,530.86 2,029,891.13

a 5.4 m (panjang) Jasa konstruksi 7% 142,092.38Total 2,171,983.51

harga per meter =a/5.44m' 402,219.17K10 Kelengkapan pagar dari material beton pada kolom pcs

1.00 pcs ornamen kuncup beton 34,000.00 34,000.00 34,000.001.00 ls upah pasang 1,000.00 1000.00 1,000.00

1,000.00 34,000.00 35,000.00Jasa konstruksi 7% 2,450.00

Total 37,450.00K11 Kelengkapan pagar dari material baja pcs

0.65 pcs besi 12-550 7,100.00 4,628.81 4,628.811.00 ls upah pabrikasi+pasang 5,000.00 5000.00 5,000.00

5,000.00 4,628.81 9,628.81Jasa konstruksi 7% 674.02

Total 10,302.83K.12 Pintu BRC lebar 1m, tinggi 1.9m unit

5.8 m' Pipa GIP d=2" ( frame) 108,500.00 629,300.00 629,300.005 m' Kolom Pipa GIP d=2" ( frame) 108,500.00 542,500.00 542,500.002 pcs engsel & aksesories 50,000.00 100,000.00 100,000.00

0.5 lbr panel pagar type A3 190 7mm 587,400.00 293,700.00 293,700.001 ls las 250,000.00 250,000.00 250,000.00

250,000.00 1,565,500.00 1,815,500.00Jasa konstruksi 7% 127,085.00

Total 1,942,585.00L PEKERJAAN KAYU & PLAFON

L.1 pasang lisplang 3x30 kayu kamper m'0.011 m3 kayu kamper, papan 4,750,000.00 52,250.00 52,250.000.05 kg paku 2-5 8,250.00 412.50 412.500.22 Oh tk. Kayu 35,000.00 7,700.00 7,700.00

0.022 Oh kep. Tk kayu 37,500.00 825.00 825.000.11 Oh pekerja 27,500.00 3,025.00 3,025.00

0.005 Oh mandor 35,750.00 178.75 178.7511,728.75 52,662.50 64,391.25


L.2 pasang kuda - kuda kayu bengkirai m31.1 m3 ky bengkirai, balok 5,500,000.00 6,050,000.00 6,050,000.0015 kg besi strip 6,500.00 97,500.00 97,500.00

0.8 kg paku biasa 2"-5" 8,250.00 6,600.00 6,600.004 Oh pekerja 27,500.00 110,000.00 110,000.00

12 Oh tk. Kayu 35,000.00 420,000.00 420,000.001.2 Oh kep. Tk 37,500.00 45,000.00 45,000.000.2 Oh mandor 35,750.00 7,150.00 7,150.00

582,150.00 6,154,100.00 6,736,250.00Jasa konstruksi 7% 471,537.50

Total 7,207,787.50L.3 pasang rangka langit-langit (1.00x1.00)m, kayu kamper m2

0.012 m3 kayu kamper balok 4,000,000.00 48,000.00 48,000.000.06 kg paku biasa 2'-5' 8,250.00 495.00 495.000.15 Oh pekerja 27,500.00 4,125.00 4,125.000.25 Oh tk. Kayu 35,000.00 8,750.00 8,750.00

0.025 Oh kep. Tk kayu 37,500.00 937.50 937.500.0075 Oh mandor 35,750.00 268.13 268.13

14,080.63 48,495.00 62,575.63Jasa konstruksi 7% 4,380.29

Total 66,955.92L.4 pasang reng m2

4 M' ky Reng 6,750.00 27,000.00 27,000.000.2 Kg Paku 8,250.00 1,650.00 1,650.000.1 Oh Pekerja 27,500.00 2,750.00 2,750.000.1 Oh Tukang Kayu 35,000.00 3,500.00 3,500.00

0.01 Oh Kp tk kayu 37,500.00 375.00 375.000.005 Oh Mandor 35,750.00 178.75 178.75

8,453.75 27,000.00 35,453.75Jasa konstruksi 7% 2,481.76

Total 37,935.51





L.5 pasang langit2 asbes (1,0x1,0)m, tebal 4mm, setara hardflex m21.1 Oh pelat asbes tebal 4mm 14,500.00 15,950.00 15,950.00

0.01 Oh paku 8,250.00 82.50 82.500.03 Oh pekerja 27,500.00 825.00 825.000.07 Oh tk. Kayu 35,000.00 2,450.00 2,450.00


3,591.13 16,032.50 19,623.63Jasa konstruksi 7% 1,373.65

Total 20,997.28L.6 pasang plafond kalsiboard t= 6mm, rangka Cross T main T m2

1 m2 kalsiboard t=6mm 19,500.00 19,500.00 19,500.001 m2 rangka Cross T main T 52,500.00 52,500.00 52,500.001 m2 plamur permukaan kalsiboard 500.00 500.00 500.00

0.32 Oh tk. Kayu 35,000.00 11,200.00 11,200.000.032 Oh kep. Tk kayu 37,500.00 1,200.00 1,200.000.18 Oh pekerja 27,500.00 4,950.00 4,950.00

0.009 Oh mandor 35,750.00 321.75 321.7517,671.75 72,500.00 90,171.75


M PEKERJAAN EKSTERNALM,1 Pasang bak kontrol pas. Batu bata uk 45x45 tinggi 50 cm bh

1.42 oh Pekerja 27,500.00 39,050.00 39,050.00 0.07 oh Mandor 35,750.00 2,538.25 2,538.25 0.47 oh Tukang batu 33,000.00 15,609.00 15,609.00 0.05 oh Kepala tukang 37,500.00 1,762.50 1,762.50 125.00 bh Batu bata 350.00 43,750.00 43,750.00 77.00 kg Semen 800.00 61,600.00 61,600.00 0.13 m3 Pasir pasang 75,000.00 9,750.00 9,750.00 0.02 m3 Batu kerikil 83,700.00 1,674.00 1,674.00 2.60 kg Besi beton 7,100.00 18,460.00 18,460.00

0.09 m3 Pasir beton 75,000.00 6,750.00 6,750.00

58,959.75 141,984.00 200,943.75

Jasa konstruksi 7% 14,066.06

Total 215,009.81M.2 Pasang saluran U -2 0 m'

1.1 m bis beton u 20 18,000.00 19,800.00 19,800.0035 bh batu bata 350.00 12,250.00 12,250.00

3.29 kg PC 800.00 2,632.00 2,632.000.056 m3 pasir pasang 75,000.00 4,200.00 4,200.000.024 m3 pasir urug 45,000.00 1,080.00 1,080.000.24 Oh pekerja 27,500.00 6,600.00 6,600.00

0.012 Oh tk batu 33,000.00 396.00 396.000.0012 Oh kp tk batu 37,500.00 45.00 45.000.0012 Oh mandor 35,750.00 42.90 42.90

7,083.90 39,962.00 47,045.90Jasa konstruksi 7% 3,293.21

Total 50,339.11M.3 pasang saluran U - 30 ( Type 1 ) m'

1.1 bh bis beton u 30 28,000.00 30,800.00 30,800.0050 bh batu bata 350.00 17,500.00 17,500.00



9,445.20 64,220.00 73,665.20Jasa konstruksi 7% 5,156.56

Total 78,821.76M.4 pasang saluran U - 30 + plat deker t=10cm ( Type 2 ) m'

1.1 bh bis beton u 30 28,000.00 30,800.00 30,800.0050 bh batu bata 350.00 17,500.00 17,500.00



0.06 m3 plat deker t=10cm 1,366,239.17 81,974.35 81,974.359,445.20 146,194.35 155,639.55






M.5 pasang pipa PVC Aw 3" (down spout) m'

1.20 Pipa PVC Aw 3" 40,000.00 48,000.00 48,000.00 1.00 ls Perlengkapan (35% harga pipa) 14,000.00 14,000.00 14,000.00 0.08 Oh Pekerja 27,500.00 2,227.50 2,227.50 0.0041 Oh Mandor 35,750.00 146.58 146.58 0.135 Oh Tukang batu 33,000.00 4,455.00 4,455.00

0.0135 Oh Kepala tukang 37,500.00 506.25 506.257,335.33 62,000.00 69,335.33


M.6 pasang PVC 4" porous ( D ) m'1.2 m' pipa PVC D" 4" 30,000.00 36,000.00 36,000.00

0.0360 Oh Pekerja 27,500.00 990.00 990.00 0.0018 Oh Mandor 35,750.00 64.35 64.35 0.0600 Oh Tukang batu 33,000.00 1,980.00 1,980.00

0.0060 Oh Kepala tukang 37,500.00 225.00 225.003,259.35 36,000.00 39,259.35


M.7 pasang talang datar ( Gutter aluminium ) t=0.7 mm m'0.62 lbr seng plat 3"x6" bjls 28 tebal 0.7mm 45,000.00 27,900.00 27,900.00

0.015 kg paku biasa 8,250.00 123.75 123.750.010 m3 kayu borneo, papan 2,500,000.00 24,000.00 24,000.000.25 kg flincote/meni besi 12,800.00 3,200.00 3,200.000.15 Oh pekerja 27,500.00 4,125.00 4,125.000.4 Oh tk. Kayu 35,000.00 14,000.00 14,000.00


19,107.19 55,223.75 74,330.94Jasa konstruksi 7% 5,203.17

Total 79,534.10M.8 Bongkar paving existing/pedestrian

0.16 Oh pekerja 27,500.00 4,400.00 4,400.000.016 Oh mandor 35,750.00 572.00 572.00

4,972.00 0.00 4,972.00Jasa konstruksi 7% 348.04

Total 5,320.04Bongkar dinding m3

3.28 Oh pekerja 27,500.00 90,200.00 90,200.000.2 Oh mandor 35,750.00 7,150.00 7,150.00

97,350.00 0.00 97,350.00M.9 Bongkar dinding / pagar+buang sisa bongkaran m2

0.15 m3 1m3 bongkar dinding 97,350.00 14,602.50 14,602.501 m3 upah buang bongkaran sejauh 20m 500.00 500.00 500.00

15,102.50 0.00 15,102.50Jasa konstruksi 7% 1,057.18

Total 16,159.68M.10 septiktank 4m3 unit

7.83 m3 galian tanah 12,430.00 97,326.90 97,326.901.566 m3 urugan kembali 6,376.40 9,985.44 9,985.44

17.325 m2 pasangan bata merah 1/2 bata 1:4 49,936.25 865,145.53 865,145.5317.325 m2 plesteran 1;4 17,030.00 295,044.75 295,044.751.3178 m3 plat beton t=10cm 1,366,239.17 1,800,429.98 1,800,429.98

23.5 m' kolom praktis 35/35 39,225.40 921,796.92 921,796.921 ls pipa gip 2' & aksesories 30,000.00 30,000.00 30,000.00

97,326.90 3,922,402.62 4,019,729.52Jasa konstruksi 7% 281,381.07

Total 4,301,110.59M.11 peresapan unit

5.500 m3 galian tanah 12,430.00 68,365.00 68,365.002.000 m pipa PVC 4' 30,000.00 60,000.00 60,000.003.000 m2 pas bata merah 1:4 49,936.25 149,808.75 149,808.756.000 m2 plesteran 1:4 17,030.00 102,180.00 102,180.001.650 m3 urugan tanah kembali 6,376.40 10,521.06 10,521.06

10 bh bis beton d=1.00 p=50cm 85,000.00 850,000.00 850,000.001.80 m3 batu kosong 135,636.75 244,146.15 244,146.151.20 m3 urugan kerikil 109,047.50 130,857.00 130,857.001.20 m3 pasir urug 62,607.50 75,129.00 75,129.00

50 kg ijuk 7,250.00 362,500.00 362,500.001 bh tutup bis beton d=100cm 75,000.00 75,000.00 75,000.001 ls alat bantu 25,000.00 25,000.00 25,000.00

103,886.06 2,049,620.90 2,153,506.96Jasa konstruksi 7% 150,745.49

Total 2,304,252.44

m1





N PEKERJAAN PROTEKSI TEBING/TALUDN.1 pasang bronjong pabrikasi m3

1.00 m3 kawat bronjong pabrikasi 2x1x0.5 364,650.00 364,650.00 364,650.001.25 m3 Batu kali (hitam) 70,800.00 88,500.00 88,500.000.05 Oh Penganyaman 10,000.00 500.00 500.000.4 Oh Pekerja 27,500.00 11,000.00 11,000.00

0.08 Oh Mandor 35,750.00 2,860.00 2,860.0014,360.00 453,150.00 467,510.00


N.2 Pancang dolken bh0.022 m3 Ky dolken 12 cm -2m 712,000.00 15,664.00 15,664.000.125 Oh Tk kayu 35,000.00 4,375.00 4,375.00

0.0125 Oh kp. Tk kayu 37,500.00 468.75 468.750.05 Oh pekerja 27,500.00 1,375.00 1,375.00

0.0025 Oh mandor 35,750.00 89.38 89.386,308.13 15,664.00 21,972.13


N.3 pasang geotextile non woven m21.2 m2 non woven geotextile 11,500.00 13,800.00 13,800.001.2 m2 ongkos potong & jahit 1,000.00 1,200.00 1,200.00

1 m2 Upah pasang 5,000.00 5,000.00 5,000.006,200.00 13,800.00 20,000.00


A. PEKERJAAN MEKANIKALA.1 pipa PVC AW-10K dia 15mm ( 1/2") m'

1.20 m 1m' pipa PVC AW-10K dia 15mm ( 1/2") 2,779.55 3,335.46 3,335.460.10 ls fitting 2,779.55 277.96 277.961.00 ls perlengkapan 550.35 550.35 550.350.04 Oh Pekerja 27,500.00 990.00 990.000.06 Oh tk pipa 33,000.00 1,980.00 1,980.000.01 Oh kp. Tk 37,500.00 225.00 225.00

0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 4,163.77 8,931.77


A.2 pipa PVC AW-10K dia 20mm ( 3/4") m'1.2 m 1m' pipa PVC AW-10K dia 20mm ( 3/4") 3,825.00 4,590.00 4,590.000.1 ls fitting 3,825.00 382.50 382.50

1 ls perlengkapan 522.31 522.31 522.31 0.036 Oh Pekerja 27,500.00 990.00 990.00 0.06 Oh tk pipa 33,000.00 1,980.00 1,980.00 0.006 Oh kp. Tk 37,500.00 225.00 225.00

0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 5,494.81 10,262.81


A.3 pipa PVC AW-10K dia 25mm ( 1") m'1.2 m 1m' pipa PVC AW-10K dia 25mm ( 1") 5,235.23 6,282.28 6,282.280.1 ls fitting 5,235.23 523.52 523.52

1 ls perlengkapan 715.86 715.86 715.86 0.036 Oh Pekerja 27,500.00 990.00 990.00 0.06 Oh tk pipa 33,000.00 1,980.00 1,980.00 0.006 Oh kp. Tk 37,500.00 225.00 225.00

0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 7,521.66 12,289.66


A.4 pipa PVC AW-10K dia 32mm ( 11/4") m'1 m 1m' pipa PVC AW-10K dia 32mm ( 11/4") 7,862.50 7,862.50 7,862.50

0.1 ls fitting 7,862.50 786.25 786.251 ls perlengkapan 724.14 724.14 724.14

0.036 Oh Pekerja 27,500.00 990.00 990.00 0.06 Oh tk pipa 33,000.00 1,980.00 1,980.00 0.006 Oh kp. Tk 37,500.00 225.00 225.00

0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 9,372.89 14,140.89


A.5 pipa PVC AW-10K dia 40mm ( 11/2") m'1.2 m pipa PVC AW-10K dia 40mm (11/2") 8,867.05 10,640.46 10,640.460.1 ls fitting 8,867.05 886.70 886.70

1 ls perlengkapan 1,211.38 1,211.38 1,211.38 0.036 Oh Pekerja 27,500.00 990.00 990.00 0.06 Oh tk pipa 33,000.00 1,980.00 1,980.00 0.006 Oh kp. Tk 37,500.00 225.00 225.00

0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 12,738.54 17,506.55






A.6 pipa PVC AW-10K dia 50mm ( 2") m'1.2 m 1m' pipa PVC AW-10K dia 50mm ( 2") 11,521.59 13,825.91 13,825.910.1 ls fitting 11,521.59 1,152.16 1,152.16


0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 16,551.52 21,319.52




0.04 Oh mandor 35,750.00 3,195.00 1,573.006,390.00 33,247.96 38,015.96




0.04 Oh mandor 35,750.00 1,573.00 1,573.004,768.00 55,108.39 59,876.39


A.9 pipa GIP Medium dia 15mm (1/2") m'1.2 m 1m' pipa GIP Medium dia 15mm (1/2") 13,277.78 15,933.34 15,933.340.1 ls fitting 13,277.78 1,327.78 1,327.78

1 ls perlengkapan 1,593.33 1,593.33 1,593.33 0.054 Oh Pekerja 27,500.00 1,485.00 1,485.00 0.083 Oh tk pipa 33,000.00 2,741.54 2,741.54 0.008 Oh kp. Tk 37,500.00 313.39 313.39

0.03 Oh mandor 35,750.00 965.25 965.255,505.18 18,854.44 24,359.63


A.10 pipa GIP Medium dia 20 mm (3/4") m'1.2 m 1m' pipa GIP Medium dia 20 mm (3/4") 17,847.22 21,416.66 21,416.660.1 ls fitting 17,847.22 1,784.72 1,784.72


0.03 Oh mandor 35,750.00 965.25 965.255,505.18 25,343.06 30,848.24


A.11 pipa GIP Medium dia 25 mm (11/2") m'1.2 m 1m' pipa GIP Medium dia 25 mm (11/2") 26,000.00 31,200.00 31,200.000.1 ls fitting 26,000.00 2,600.00 2,600.00


0.03 Oh mandor 35,750.00 965.25 965.255,505.18 36,920.00 42,425.18


A.12 pasang kran taman bh1 bh kran taman 113,000.00 113,000.00 113,000.001 ls upah pasang 2,000.00 2,000.00 2,000.00

2,000.00 113,000.00 115,000.00Jasa konstruksi 7% 8,050.00

Total 123,050.00A.13 pasang floor drain d=80mm bh

1 bh floor drain 80mm 122,500.00 122,500.00 122,500.001 ls upah pasang 7,500.00 7,500.00 7,500.00

7,500.00 122,500.00 130,000.00Jasa konstruksi 7% 9,100.00





Total 139,100.00

LAMPIRAN 5

ANALISA HARGA SATUAN PEKERJAAN

No Uraian Kuantitas Harga Jumlah harga

Lighting System

1 Baret TL'E 20 W

- Material/Equipment :

* Luminaire + components set 1.000 : Rp. 238,400.00 : Rp. 238,400.00

* Support/Hanger set 1.000 : Rp. 0.00 : Rp. 0.00

Sub Total 1 : Rp. 238,400.00

- Packing & Transportation m3 0.005 : Rp. 2,500,000.00 : Rp. 12,755.31

- Insurance % 0.350 : Rp. 834.40

- Labour Cost (incl. Test & commissioning) ls 1.000 : Rp. 6,500.00 : Rp. 6,500.00

Sub Total 2 : Rp. 258,489.71

- Contractor's Fee % 5.000 : Rp. 12,924.49

T o t a l : Rp. 271,414.20

Rounded : Rp. 271,400.00

2 Down Light PLC 18 W

- Material/Equipment :

* Luminaire + components set 1.000 : Rp. 165,700.00 : Rp. 165,700.00

* Support/Hanger set 1.000 : Rp. 0.00 : Rp. 0.00

Sub Total 1 : Rp. 165,700.00

- Packing & Transportation m3 0.005 : Rp. 2,500,000.00 : Rp. 12,933.77

- Insurance % 0.350 : Rp. 579.95


Sub Total 2 : Rp. 186,713.72


T o t a l : Rp. 196,049.41

Rounded : Rp. 196,000.00

3 Saklar Single

- Saklar lengkap dengan inbo doos

plat besi set 1.000 : Rp. 13,680.00 : Rp. 13,680.00

- Transportation m3 0.0003 : Rp. 2,500,000.00 : Rp. 722.50

- Insurance % 0.350 : Rp. 47.88


Sub Total 1 : Rp. 24,450.38


T o t a l : Rp. 25,672.90

Rounded : Rp. 25,700.00

4 Saklar Ganda

- Saklar lengkap dengan inbo doos

plat besi set 1.000 : Rp. 14,800.00 : Rp. 14,800.00


- Insurance % 0.350 : Rp. 51.80


Sub Total 1 : Rp. 25,574.30


T o t a l : Rp. 26,853.02

Rounded : Rp. 26,900.00

LAMPIRAN 5



5 Instalasi Titik Lampu

a Material :

- Cable NYA (1x2.5 mm²)x3 m’ 9.000 : Rp. 9,545.45 : Rp. 85,909.09

- Cable cap 3M pcs 3.000 : Rp. 1,000.00 : Rp. 3,000.00

- Conduit 20 mm m' 8.000 : Rp. 7,700.00 : Rp. 61,600.00

- Coupling pcs 3.000 : Rp. 590.00 : Rp. 1,770.00

- Adaptor pcs 1.000 : Rp. 5,900.00 : Rp. 5,900.00

- Clamp pcs 6.000 : Rp. 590.00 : Rp. 3,540.00

- Fisher S-6 pcs 12.000 : Rp. 250.00 : Rp. 3,000.00

- Junction Box set 1.000 : Rp. 4,500.00 : Rp. 4,500.00

Sub Total 1 : Rp. 169,219.09

b Transportation m3 0.007 : Rp. 2,500,000.00 : Rp. 18,387.50

c Insurance % 0.350 : Rp. 592.27

d Labour Cost (incl. Test & commissioning) ls 1.000 : Rp. 11,700.00 : Rp. 11,700.00

Sub Total 2 : Rp. 199,898.86

f Contractor's Fee % 5.000 : Rp. 9,994.94

T o t a l : Rp. 209,893.80

Rounded : Rp. 209,900.00

6 Stop Kontak Biasa 16 A

a Material/Equipment :

* Socket Outlet ex Clipsal EC426/16

complete with metal flush box set 1.000 : Rp. 18,980.00 : Rp. 18,980.00


- Insurance % 0.350 : Rp. 66.43


Sub Total 1 : Rp. 27,218.83


T o t a l : Rp. 28,579.77

Rounded : Rp. 28,600.00

7 Socket Outlet & installation

a Material :

- Cable NYA (1x2.5 mm²)x3 m' 12.000 : Rp. 9,545.45 : Rp. 114,545.45

- Cable cap 3M pcs 3.000 : Rp. 1,000.00 : Rp. 3,000.00

- Conduit 20 mm m' 11.000 : Rp. 7,700.00 : Rp. 84,700.00

- Coupling pcs 4.000 : Rp. 590.00 : Rp. 2,360.00

- Adaptor pcs 1.000 : Rp. 5,900.00 : Rp. 5,900.00

- Clamp pcs 9.000 : Rp. 590.00 : Rp. 5,310.00

- Fisher pcs 18.000 : Rp. 250.00 : Rp. 4,500.00

- Junction Box set 1.000 : Rp. 4,500.00 : Rp. 4,500.00

Sub Total 1 : Rp. 224,815.45

b. Transportation ls 0.010 : Rp. 2,500,000.00 : Rp. 24,516.67

c. Insurance % 0.350 : : Rp. 786.85

d. Labour Cost (incl. Test & commissioning) ls 1.000 : Rp. 13,450.00 : Rp. 13,450.00

Sub Total 2 : Rp. 263,568.98

f Contractor's Fee % 5.000 : Rp. 13,178.45

T o t a l : Rp. 276,747.42

Rounded : Rp. 276,700.00

8 kotak kontak 16A+instalasi

Kotak kontak 16 A set 1 : Rp. 26,000.00 : Rp. 27,000.00

instalasi ls 1 : Rp. 276,000.00 : Rp. 277,000.00

LAMPIRAN 5



Rp. 304,000.00

LAMPIRAN 5



9 NYY 3x2.5 mm²

- Material (Cable) m 1.000 : Rp. 8,100.00 : Rp. 8,100.00

- Transportation kg 0.261 : Rp. 2,500.00 : Rp. 652.50

- Insurance % 0.350 : Rp. 28.35

- Labour Cost (incl. test & commissioning) m 1.000 : Rp. 650.00 : Rp. 650.00

Sub Total 1 : Rp. 9,430.85

- Contractor's Fee % 5.000 : Rp. 471.54

Total : Rp. 9,902.39

Rounded : Rp. 9,900.00

10 NYY 4x4 mm²


- Transportation kg 0.406 : Rp. 2,500.00 : Rp. 1,015.00

- Insurance % 0.350 : Rp. 51.80


Sub Total 1 : Rp. 16,726.80


Total : Rp. 17,563.14

Rounded : Rp. 17,600.00

11 NYFGbY 3x2.5 mm²



- Insurance % - : Rp. -


Sub Total 1 : Rp. 19,205.00


Total : Rp. 20,165.25

Rounded : Rp. 20,200.00

12 NYFGbY 4x2.5 mm²





Sub Total 1 : Rp. 22,370.00


Total : Rp. 23,488.50

Rounded : Rp. 23,600.00

13 NYFGbY 4x4 mm²




- Labour Cost (incl. test & commissioning) m 1.000 : Rp. 1,020.00 : Rp. 1,020.00

Sub Total 1 : Rp. 32,582.50


Total : Rp. 34,211.63

Rounded : Rp. 34,300.00


No Kuantitas Uraian Harga Satuan Jumlah Harga

1 NYM 3x2.5 mm 1.000 m Material (Cable) @Rp. 7,800.00 Rp. 7,800.00 1.000 m Labour Cost (incl. test & commissioning) @Rp. 1,000.00 Rp. 1,000.00 1.000 ls aksesories @Rp. 1,000.00 Rp. 1,000.00

0.333 btng conduit 20mm @Rp. 6,820.00 Rp. 2,273.33jumlah 12,073.33

Jasa Konstruksi 7.5% Rp. 905.50dibulatkan Rp. 12,979.00

2 1 unit lampu taman frosted globe PL - E 18w0.2808 m3 galian tanah @Rp. 12,148.00 Rp. 3,411.16

0.091125 m3 pasangan batu kali 1:4 @Rp. 50,909.00 Rp. 4,639.080.4725 m2 plesteran 1:4 @Rp. 15,493.00 Rp. 7,320.44

2.2 m' pipa gip 2" @Rp. 45,128.60 Rp. 99,282.920.3454 m2 cat zincromate @Rp. 18,598.00 Rp. 6,423.75

1 bh bola lampu 4" @Rp. 200,000.00 Rp. 200,000.001 bh lampu taman 18 w @Rp. 230,000.00 Rp. 230,000.001 bh fitting @Rp. 80,000.00 Rp. 80,000.000 bh MCB 16 A @Rp. 0.00 Rp. 0.00

0.88537 ls upah pasang lampu @Rp. 75,000.00 Rp. 66,402.75jumlah 697,480.10

Jasa Konstruksi 7.5% Rp. 52,311.01dibulatkan Rp. 749,791.00

3 Box panel 5 modul1.03 ls box panel @Rp. 156,560.00 Rp. 161,256.80

5 bh MCB 1P @Rp. 35,000.00 Rp. 175,000.00Rp. 336,256.80

dibulatkan Rp. 400,000.004 Box panel 8 modul

1.03 ls box panel @Rp. 122,330.00 Rp. 125,999.905 bh MCB 1P @Rp. 35,000.00 Rp. 175,000.001 bh MCB 3P @Rp. 447,000.00 Rp. 447,000.00

Rp. 747,999.90dibulatkan Rp. 800,000.00

5 Box panel 10 modul1.03 ls box panel @Rp. 169,500.00 Rp. 174,585.00

4 bh MCB 1P @Rp. 35,000.00 Rp. 140,000.002 bh MCB 3P @Rp. 447,000.00 Rp. 894,000.00

Rp. 1,208,585.00dibulatkan Rp. 1,250,000.00

6 Box panel 3 modul1 ls box panel @Rp. 45,000.00 Rp. 45,000.003 bh MCB 1P @Rp. 35,000.00 Rp. 105,000.00

Rp. 150,000.00dibulatkan Rp. 150,000.00

Final Infrastruktur Analisa

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