PEKERJAAN : PEMBANGUNAN 2 RUANG KELAS BARU (RKB) SMA PERJUANGAN 78
ALAMAT : Kp. Ciparay RT 01 RW 05 Desa Giriawas KECAMATAN : Cikajang KABUPATEN : Garut TAHUN ANGGARAN : 2016 NO. J E N I S P E K E R J A A N KOMPOSISI JUMLAH HARGA BANTUAN SWADAYA ( Rp ) ( Rp ) ( Rp ) 1 2 3 4 5 I. PEKERJAAN PERSIAPAN - 1,719,600.00 1,719,600.00 II. PEMBANGUNAN 1 RKB (PERSIAPAN 2 LT) ### 1,898,719.00 126,904,221.66 III. PEMBANGUNAN 1 RKB (LANTAI 2) 92,276,365.45 - 92,276,365.45 IV. PEKERJAAN INFRASTRUKTUR - 250,000.00 250,000.00 JUMLAH BIAYA ### 3,868,319.00 221,150,187.12 DIBULATKAN ### 3,860,000.00 221,150,000.00
Garut, 04 Maret 2016 KEPALA SEKOLAH SMA PERJUANGAN 78
KECAMATAN CIKAJANG - KABUPATEN GARUT
No. U R A I A N P E K E R J A A N VOLUME
HARGA KOMPOSISI
JUMLAH HARGA
SATUAN BANTUAN SWADAYA
( Rp ) ( Rp ) ( Rp ) ( Rp )
1 2 3 4 5 6 7
I. PEKERJAAN PERSIAPAN
1 Papan Informasi Kegiatan (Papan Proyek) 1.00 ls 219,600.00 - 219,600.00 219,600.00 2 Penyediaan listrik dan air kerja 1.00 ls 250,000.00 - 250,000.00 250,000.00 3 Pengukuran, Profil, Bouwplank 1.00 ls 250,000.00 - 250,000.00 250,000.00 4 Steiger, stootwerk, perancah dan alat bantu 1.00 ls 500,000.00 - 500,000.00 500,000.00 5 Mobilisasi dan Demobilisasi 1.00 ls 500,000.00 - 500,000.00 500,000.00 Jumlah Sub Total - I - 1,719,600.00 1,719,600.00
II. PEMBANGUNAN 1 RKB (PERSIAPAN 2 LT) A. PEKERJAAN TANAH & URUGAN
1 Galian Pondasi 42.82 m3 35,500.00 - 1,520,110.00 1,520,110.00 2 Urugan Pasir Bawah Pondasi & Telapak 2.12 m3 128,200.00 - 271,880.15 271,880.15 3 Urugan Tanah Kembali dipadatkan (bks galian) 10.71 m3 9,970.00 - 106,728.85 106,728.85 4 Urugan Sirtu peninggian muka lantai 0.00 m3 145,000.00 - - - Jumlah Sub Total - II.A - 1,898,719.00 1,898,719.00
B. PEKERJAAN PONDASI
1 Pasangan Aanstamping T.15 cm 3.63 m3 294,855.00 1,070,323.65 - 1,070,323.65 2 Pondasi Pasangan Batu Kali/belah (1Pc ; 5Psr) 10.23 m3 560,050.00 5,728,261.41 - 5,728,261.41
3 Pondasi Telapak beton
a. Cor Beton Site Mix K.175 2.68 m3 765,730.00 2,049,093.48 - 2,049,093.48 b. Pabrikasi besi tulangan U-24 348.50 kg 10,460.00 3,645,351.84 - 3,645,351.84 c. Bekisting Pondasi 3.75 m2 105,310.00 394,912.50 - 394,912.50 4 Sloof Beton (S-1) Uk. 20/30
a. Cor Beton Site Mix K.175 1.92 m3 765,730.00 1,470,201.60 - 1,470,201.60 b. Pabrikasi besi tulangan U-24 284.00 kg 10,460.00 2,970,640.00 - 2,970,640.00 c. Bekisting Sloof (2X pakai) 4.80 m2 112,560.00 540,288.00 - 540,288.00 5 Sloof Beton (S-1) Uk. 15/25
a. Cor Beton Site Mix K.175 0.49 m3 765,730.00 373,293.38 - 373,293.38 b. Pabrikasi besi tulangan U-24 85.90 kg 10,460.00 898,487.85 - 898,487.85 c. Bekisting Sloof (2X pakai) 1.63 m2 112,560.00 182,910.00 - 182,910.00 6 Sloof Beton (S-1) Uk. 15/20
a. Cor Beton Site Mix K.175 0.12 m3 765,730.00 91,887.60 - 91,887.60 b. Pabrikasi besi tulangan U-24 18.61 kg 10,460.00 194,639.68 - 194,639.68 c. Bekisting Sloof (2X pakai) 0.40 m2 112,560.00 45,024.00 - 45,024.00 Jumlah Sub Total - II.B 19,655,314.98 - 19,655,314.98 C. PEKERJAAN DINDING dan STRUKTUR BETON
1 Pasang Dinding Bata (1Pc : 5Psr) 87.57 m2 82,030.00 7,183,695.22 - 7,183,695.22 2 Plesteran + Acian (1Pc : 4Psr) Beton dan Transram 13.14 m2 47,455.00 623,373.63 - 623,373.63 3 Plesteran + Acian (1Pc : 5Psr) 162.01 m2 46,075.00 7,464,698.29 - 7,464,698.29 Jumlah Sub Total - II.C 15,271,767.14 - 15,271,767.14
D. PEKERJAAN STRUKTUR BETON
PEK. KOLOM BETON STRUKTUR
1 Pek. Kolom Struktur K-1 Uk. 30/40 cm ,Beton K-175
a. Cor Beton Site Mix K.175 3.46 m3 765,730.00 2,646,362.88 - 2,646,362.88 b. Pabrikasi besi tulangan U-24 542.38 kg 10,460.00 5,673,252.96 - 5,673,252.96
c. Bekisting Kolom 5.04 m2 160,155.00 807,181.20 - 807,181.20 2 Pek. Kolom Struktur K-2 Uk. 30/30 cm ,Beton K-175
a. Cor Beton Site Mix K.175 1.30 m3 765,730.00 992,386.08 - 992,386.08 b. Pabrikasi besi tulangan U-24 180.68 kg 10,460.00 1,889,879.33 - 1,889,879.33 c. Bekisting Kolom 2.16 m2 160,155.00 345,934.80 - 345,934.80 3 Pek. Kolom Struktur K-3 Uk. 20/30cm ,Beton K-175
a. Cor Beton Site Mix K.175 0.43 m3 765,730.00 330,795.36 - 330,795.36 b. Pabrikasi besi tulangan U-24 61.10 kg 10,460.00 639,089.26 - 639,089.26 c. Bekisting Kolom 1.14 m2 160,155.00 182,576.70 - 182,576.70 4 Pek. Kolom Praktis KP-1 Uk. 12/12 cm ,Beton K-175
a. Cor Beton Site Mix K.175 0.00 m3 765,730.00 - - - b. Pabrikasi besi tulangan U-24 0.00 kg 10,460.00 - - - c. Bekisting Kolom 0.00 m2 160,155.00 - - -
PEK. BALOK BETON STRUKTUR
5 Pek. Balok Induk (B-1) Uk. 30/60, Beton K-175
a. Cor Beton Site Mix K.175 2.10 m3 765,730.00 1,608,033.00 - 1,608,033.00 b. Pabrikasi besi tulangan U-24 358.54 kg 10,460.00 3,750,328.40 - 3,750,328.40 c. Bekisting Ringbalk 5.01 m2 162,605.00 813,838.03 - 813,838.03 6 Pek. Balok Anak (B-2) Uk. 20/40, Beton K-175
a. Cor Beton Site Mix K.175 0.72 m3 765,730.00 551,325.60 - 551,325.60 b. Pabrikasi besi tulangan U-24 104.63 kg 10,460.00 1,094,377.50 - 1,094,377.50 c. Bekisting balok 2.25 m2 162,605.00 365,861.25 - 365,861.25 7 Pek. Balok Beton (B-3) Uk. 25/50, Beton K-175
a. Cor Beton Site Mix K.175 1.75 m3 765,730.00 1,340,027.50 - 1,340,027.50 b. Pabrikasi besi tulangan U-24 169.58 kg 10,460.00 1,773,754.50 - 1,773,754.50 c. Bekisting balok 1.40 m2 162,605.00 227,647.00 - 227,647.00 8 Pek. Balok Beton (B-4) Uk. 20/30, Beton K-175
a. Cor Beton Site Mix K.175 1.16 m3 765,730.00 891,309.72 - 891,309.72 b. Pabrikasi besi tulangan U-24 203.02 kg 10,460.00 2,123,599.66 - 2,123,599.66 c. Bekisting balok 3.88 m2 162,605.00 630,907.40 - 630,907.40 9 Pek. Balok Beton (B-5) Uk. 25/40, Beton K-175
a. Cor Beton Site Mix K.175 1.80 m3 765,730.00 1,378,314.00 - 1,378,314.00 b. Pabrikasi besi tulangan U-24 214.87 kg 10,460.00 2,247,498.36 - 2,247,498.36 c. Bekisting balok 1.80 m2 162,605.00 292,689.00 - 292,689.00 10 Pek. Lislang Beton Uk. 10/50, Beton K-175
a. Cor Beton Site Mix K.175 0.71 m3 765,730.00 543,668.30 - 543,668.30 b. Pabrikasi besi tulangan U-24 93.34 kg 10,460.00 976,350.35 - 976,350.35 c. Bekisting balok 3.91 m2 162,605.00 634,972.53 - 634,972.53 11 Pek. Tangga Beton
a. Cor Beton Site Mix K.175 2.14 m3 765,730.00 1,640,510.51 - 1,640,510.51 b. Pabrikasi besi tulangan U-24 226.53 kg 10,460.00 2,369,506.20 - 2,369,506.20 c. Pek. Bekisting Tangga Beton 10.42 m2 204,805.00 2,133,503.12 - 2,133,503.12
Jumlah Sub Total - II.C 40,895,480.50 - 40,895,480.50 E. PEKERJAAN KUSEN PINTU & JENDELA + KACA
1 Kusen Kayu Bahan 6/15, Kayu Lokal Kls. II 0.74 m3 4,348,850.00 3,233,326.49 - 3,233,326.49 2 Besi Angker Ø 10 mm Panjang 15 cm 26.00 bh 1,500.00 39,000.00 - 39,000.00 3 Neut Beton 2.00 bh 2,500.00 5,000.00 - 5,000.00 4 Pasang Papan Jalusi Kayu 2/14, Kls. II 8.15 m2 166,150.00 1,353,790.20 - 1,353,790.20 5 Pasang Daun Pintu Panel Papan, Kayu Lokal Kls. II 3.40 m2 303,185.00 1,031,435.37 - 1,031,435.37 6 Pasang Daun Pintu Double Triplek 4 mm Rangka Kayu 0.00 m2 223,455.00 - - - 7 Pasang Daun Jendela (Tanpa kaca) ,Rangka Kayu Kls. II 1.92 bh 283,555.00 543,858.49 - 543,858.49 8 Pasang Kunci Pintu 2 Slaag set, "ROYAL" 1.00 bh 185,050.00 185,050.00 - 185,050.00 9 Pasang Engsel Pintu (3 Buah/ 1 daun Pintu) 3.00 bh 22,775.00 68,325.00 - 68,325.00 10 Pasang Engsel Jendela 10.00 bh 18,835.00 188,350.00 - 188,350.00 11 Pasang Slot Pintu Tanam atas bawah (Espagnolet) 2.00 bh 45,320.00 90,640.00 - 90,640.00 12 Pasang Pasang Kait angin Jendela 10.00 bh 20,205.00 202,050.00 - 202,050.00 13 Pasang Tarikan Jendela Biasa 10.00 bh 11,135.00 111,350.00 - 111,350.00 14 Pasang Pasang Grendel/Slot Jendela 10.00 bh 13,060.00 130,600.00 - 130,600.00 15 Pas. Kaca Polos T. 3 mm + List Kaca 6.47 m2 95,175.00 615,687.08 - 615,687.08 Jumlah Sub Total - II.D 7,798,462.62 - 7,798,462.62 F. PEKERJAAN ATAP
1 Pek. Plat Beton (Dak) T. 12 cm
a. Cor Beton Site Mix K.225 8.75 m3 821,665.00 7,187,925.42 - 7,187,925.42 b. Pabrikasi besi tulangan U-24 886.95 kg 10,460.00 9,277,497.00 - 9,277,497.00 c. Pek. Bekisting Plat Lantai 60.75 m2 150,290.00 9,130,117.50 - 9,130,117.50 2 Pek. Konsol Exposed (Bag. Belakang Bangunan) 0.12 m3 4,080,750.00 481,854.96 - 481,854.96 3 Pek. Gording Kayu 6/12 0.16 m3 3,418,950.00 541,561.68 - 541,561.68 4 Penutup atap genteng Press Ex. Jatiwangi 12.70 m2 54,455.00 691,671.72 - 691,671.72 5 Bubungan/Nok Sigitiga Ex. Jatiwangi 11.00 m1 58,140.00 639,540.00 - 639,540.00
6 Listplank Kayu 3/20 Kayu Kls. I 24.31 m1 35,670.00 867,116.37 - 867,116.37 7 Flashing Seng Pinggiran 2.31 m1 13,005.00 30,033.78 - 30,033.78 Jumlah Sub Total - II.E 28,847,318.43 - 28,847,318.43
G. PEKERJAAN PLAFOND
1 Rangka Plafond 5/7 Kayu Lokal (Alba) 0.00 m2 46,525.00 - - - 2 Penutup Bidang Plafond (GRC 120x240) cm 0.00 m2 29,785.00 - - - 3 List Profil Kayu 3 cm 0.00 m1 6,375.00 - - - Jumlah Sub Total - II.F - - - H. PEKERJAAN LANTAI
1 Urugan Pasir Bawah Pasangan Lantai t = 5 cm 0.00 m3 128,200.00 - - - 2 Lantai Keramik 30x30 Warna KW.II Sekualitas " MULIA" 81.00 m2 91,075.00 7,377,075.00 - 7,377,075.00 Jumlah Sub Total - II.G 7,377,075.00 - 7,377,075.00
I. PEKERJAAN PENGECATAN DAN LABURAN
1 Pengecatan Dinding (2x) sek. "SANLEX WONDER" 175.15 m2 11,620.00 2,035,219.76 - 2,035,219.76 2 Pengecatan Plafond (2x) sek. "SANLEX" 86.40 m2 9,085.00 784,944.00 - 784,944.00 3 Pengecatan Kusen, Daun Pintu & Jendela cat sek. "AVIAN" 22.46 m2 30,255.00 679,420.20 - 679,420.20 4 Pengecatan List Profil Kayu cat sek."AVIAN" 0.96 m2 30,255.00 29,044.80 - 29,044.80 5 Pengecatan Listplank Kayu (3x) sek."SEIV" 6.08 m2 30,255.00 183,870.24 - 183,870.24 Jumlah Sub Total - II.H 3,712,499.00 - 3,712,499.00 J. PEKERJAAN INSTALASI LISTRIK & ARMATUR
1 Pasang MCB 6A 1.00 bh 37,500.00 37,500.00 - 37,500.00 2 Pasang Instalasi Titik Lampu 5.00 ttk 120,525.00 602,625.00 - 602,625.00 3 Pasang Instalasi Titik Saklar & Stop Kontak 3.00 ttk 114,025.00 342,075.00 - 342,075.00 4 Pasang Stop Kontak 1.00 bh 29,835.00 29,835.00 - 29,835.00 5 Pasang Saklar Ganda 1.00 bh 29,875.00 29,875.00 - 29,875.00 6 Pasang Saklar Tunggal 1.00 bh 26,875.00 26,875.00 - 26,875.00 7 Pasang Lampu TL 1x20 w Philips + Arm 4.00 unit 86,335.00 345,340.00 - 345,340.00 8 Pasang Lampu Pijar + Fitting Plafond 1.00 bh 33,460.00 33,460.00 - 33,460.00 Jumlah Sub Total - II.I 1,447,585.00 - 1,447,585.00
R E K A P I T U L A S I KOMPOSISI
JUMLAH
II. PEMBANGUNAN 1 RKB (PERSIAPAN 2 LT) BANTUAN SWADAYA
A. PEKERJAAN TANAH & URUGAN - 1,898,719.00 1,898,719.00 B. PEKERJAAN PONDASI 19,655,314.98 - 19,655,314.98 C. PEKERJAAN DINDING dan STRUKTUR BETON 15,271,767.14 - 15,271,767.14 D. PEKERJAAN STRUKTUR BETON 40,895,480.50 - 40,895,480.50 E. PEKERJAAN KUSEN PINTU & JENDELA + KACA 7,798,462.62 - 7,798,462.62
F. PEKERJAAN ATAP 28,847,318.43 - 28,847,318.43 G. PEKERJAAN PLAFOND - - - H. PEKERJAAN LANTAI 7,377,075.00 - 7,377,075.00 I. PEKERJAAN PENGECATAN DAN LABURAN 3,712,499.00 - 3,712,499.00 J. PEKERJAAN INSTALASI LISTRIK & ARMATUR 1,447,585.00 - 1,447,585.00 JUMLAH SUB.TOTAL II ### 1,898,719.00 126,904,221.66
III. PEMBANGUNAN 1 RKB (LANTAI 2)
A. PEKERJAAN DINDING dan STRUKTUR BETON
1 Pasang Dinding Bata (1Pc : 5Psr) + Reiling Pagar T. 80 cm 100.53 m2 82,030.00 8,246,443.09 - 8,246,443.09 2 Plesteran + Acian (1Pc : 4Psr) Beton dan Transram 15.08 m2 47,455.00 715,594.83 - 715,594.83 3 Plesteran + Acian (1Pc : 5Psr) 185.98 m2 46,075.00 8,569,017.44 - 8,569,017.44 4 Pek. Kolom Struktur K-1 Uk. 20/25 cm ,Beton K-175
a. Cor Beton Site Mix K.175 1.48 m3 765,730.00 1,133,280.40 - 1,133,280.40 b. Pabrikasi besi tulangan U-24 148.67 kg 10,460.00 1,555,046.36 - 1,555,046.36 c. Bekisting Kolom 6.66 m2 160,155.00 1,066,632.30 - 1,066,632.30 5 Pek. Kolom Struktur K-3 Uk. 20/20cm (Selasar) ,Beton K-175
a. Cor Beton Site Mix K.175 0.42 m3 765,730.00 324,669.52 - 324,669.52 b. Pabrikasi besi tulangan U-24 51.17 kg 10,460.00 535,253.89 - 535,253.89 c. Bekisting Kolom 3.18 m2 160,155.00 509,292.90 - 509,292.90 6 Pek. Kolom Praktis KP-1 Uk. 12/12 cm ,Beton K-175
a. Cor Beton Site Mix K.175 0.33 m3 765,730.00 254,988.09 - 254,988.09 b. Pabrikasi besi tulangan U-24 43.22 kg 10,460.00 452,039.36 - 452,039.36 c. Bekisting Kolom 1.33 m2 160,155.00 213,326.46 - 213,326.46 7 Pek. Ring Balok Uk. 15/20, Beton K-175
a. Cor Beton Site Mix K.175 0.96 m3 765,730.00 735,100.80 - 735,100.80 b. Pabrikasi besi tulangan U-24 148.86 kg 10,460.00 1,557,117.44 - 1,557,117.44 c. Bekisting Ringbalk 4.80 m2 162,605.00 780,504.00 - 780,504.00 8 Pek. Konsol beton selasar Uk. 15/20, Beton K-175
a. Cor Beton Site Mix K.175 0.36 m3 765,730.00 274,606.62 - 274,606.62 b. Pabrikasi besi tulangan U-24 55.61 kg 10,460.00 581,681.80 - 581,681.80 c. Bekisting balok 2.47 m2 162,605.00 400,905.43 - 400,905.43 9 Pek. Balok Struktur Selasar Uk. 15/20, Beton K-175
a. Cor Beton Site Mix K.175 0.27 m3 765,730.00 206,747.10 - 206,747.10 b. Pabrikasi besi tulangan U-24 41.87 kg 10,460.00 437,939.28 - 437,939.28 c. Bekisting balok 1.86 m2 162,605.00 301,835.53 - 301,835.53 Jumlah Sub Total - III.A 28,852,022.64 - 28,852,022.64 B. PEKERJAAN KUSEN PINTU & JENDELA + KACA
1 Kusen Kayu Bahan 6/15, Kayu Lokal Kls. II 0.85 m3 4,348,850.00 3,706,916.25 - 3,706,916.25 2 Besi Angker Ø 10 mm Panjang 15 cm 42.00 bh 1,500.00 63,000.00 - 63,000.00 3 Neut Beton 2.00 bh 2,500.00 5,000.00 - 5,000.00 4 Pasang Papan Jalusi Kayu 2/14, Kls. II 10.16 m2 166,150.00 1,688,748.60 - 1,688,748.60 5 Pasang Daun Pintu Panel Papan, Kayu Lokal Kls. II 3.40 m2 303,185.00 1,031,435.37 - 1,031,435.37 6 Pasang Daun Pintu Double Triplek 4 mm Rangka Kayu 0.00 m2 223,455.00 - - - 7 Pasang Daun Jendela (Tanpa kaca) ,Rangka Kayu Kls. II 1.92 bh 283,555.00 543,858.49 - 543,858.49 8 Pasang Kunci Pintu 2 Slaag set, "ROYAL" 1.00 bh 185,050.00 185,050.00 - 185,050.00 9 Pasang Engsel Pintu (3 Buah/ 1 daun Pintu) 3.00 bh 22,775.00 68,325.00 - 68,325.00 10 Pasang Engsel Jendela 10.00 bh 18,835.00 188,350.00 - 188,350.00 11 Pasang Slot Pintu Tanam atas bawah (Espagnolet) 2.00 bh 45,320.00 90,640.00 - 90,640.00 12 Pasang Pasang Kait angin Jendela 10.00 bh 20,205.00 202,050.00 - 202,050.00 13 Pasang Tarikan Jendela Biasa 10.00 bh 11,135.00 111,350.00 - 111,350.00 14 Pasang Pasang Grendel/Slot Jendela 10.00 bh 13,060.00 130,600.00 - 130,600.00 15 Pas. Kaca Polos T. 3 mm + List Kaca 6.47 m2 95,175.00 615,687.08 - 615,687.08
Jumlah Sub Total - III.B 8,631,010.79 - 8,631,010.79 C. PEKERJAAN ATAP
1 Pek. Gable Beton Ampig 15/15
a. Cor Beton Site Mix K.175 0.50 m3 765,730.00 379,773.04 - 379,773.04 b. Pabrikasi besi tulangan U-24 83.47 kg 10,460.00 873,048.73 - 873,048.73 c. Bekisting 5.37 m2 162,605.00 872,614.13 - 872,614.13 2 Pek. Konst. Rangka atap Baja Ringan 137.18 m2 137,500.00 18,862,042.09 - 18,862,042.09 3 Penutup atap genteng Press Ex. Jatiwangi 137.18 m2 54,455.00 7,470,054.56 - 7,470,054.56 4 Bubungan/Nok Sigitiga Ex. Jatiwangi 11.00 m1 58,140.00 639,540.00 - 639,540.00 5 Listplank Kayu 3/20 Kayu Kls. I 46.94 m1 35,670.00 1,674,404.85 - 1,674,404.85 6 Flashing Seng Pinggiran 0.00 m1 13,005.00 - - - Jumlah Sub Total - III.C 30,771,477.39 - 30,771,477.39
D. PEKERJAAN PLAFOND
1 Rangka Plafond 5/7 Kayu Lokal (Alba) 89.90 m2 46,525.00 4,182,437.07 - 4,182,437.07 2 Penutup Bidang Plafond (GRC 120x240) cm 89.90 m2 29,785.00 2,677,568.79 - 2,677,568.79 3 List Profil Kayu 3 cm 79.36 m1 6,375.00 505,900.00 - 505,900.00 Jumlah Sub Total - III.D 7,365,905.86 - 7,365,905.86 E. PEKERJAAN LANTAI
1 Urugan Pasir Bawah Pasangan Lantai t = 5 cm 0.00 m3 128,200.00 - - - 2 Lantai Keramik 30x30 Warna KW.II Sekualitas " MULIA" 81.00 m2 134,835.00 10,921,635.00 - 10,921,635.00 Jumlah Sub Total - III.E 10,921,635.00 - 10,921,635.00
F. PEKERJAAN PENGECATAN DAN LABURAN
1 Pengecatan Dinding (2x) sek. "SANLEX WONDER" 201.06 m2 11,620.00 2,336,307.90 - 2,336,307.90 2 Pengecatan Plafond (2x) sek. "SANLEX" 89.90 m2 9,085.00 816,710.17 - 816,710.17 3 Pengecatan Kusen, Daun Pintu & Jendela cat sek. "AVIAN" 24.78 m2 30,255.00 749,611.80 - 749,611.80
4 Pengecatan List Profil Kayu cat sek."AVIAN" 0.96 m2 30,255.00 29,044.80 - 29,044.80 5 Pengecatan Listplank Kayu (3x) sek."SEIV" 11.74 m2 30,255.00 355,054.10 - 355,054.10 Jumlah Sub Total - III.F 4,286,728.77 - 4,286,728.77 G. PEKERJAAN INSTALASI LISTRIK & ARMATUR
1 Pasang MCB 6A 1.00 bh 37,500.00 37,500.00 - 37,500.00 2 Pasang Instalasi Titik Lampu 5.00 ttk 120,525.00 602,625.00 - 602,625.00 3 Pasang Instalasi Titik Saklar & Stop Kontak 3.00 ttk 114,025.00 342,075.00 - 342,075.00 4 Pasang Stop Kontak 1.00 bh 29,835.00 29,835.00 - 29,835.00 5 Pasang Saklar Ganda 1.00 bh 29,875.00 29,875.00 - 29,875.00 6 Pasang Saklar Tunggal 1.00 bh 26,875.00 26,875.00 - 26,875.00 7 Pasang Lampu TL 1x20 w Philips + Arm 4.00 unit 86,335.00 345,340.00 - 345,340.00 8 Pasang Lampu Pijar + Fitting Plafond 1.00 bh 33,460.00 33,460.00 - 33,460.00 Jumlah Sub Total - III.G 1,447,585.00 - 1,447,585.00
R E K A P I T U L A S I KOMPOSISI
JUMLAH
III. PEMBANGUNAN 1 RKB (LANTAI 2) BANTUAN SWADAYA
A. PEKERJAAN DINDING dan STRUKTUR BETON 28,852,022.64 - 28,852,022.64 B. PEKERJAAN KUSEN PINTU & JENDELA + KACA 8,631,010.79 - 8,631,010.79 C. PEKERJAAN ATAP 30,771,477.39 - 30,771,477.39 D. PEKERJAAN PLAFOND 7,365,905.86 - 7,365,905.86 E. PEKERJAAN LANTAI 10,921,635.00 - 10,921,635.00 F. PEKERJAAN PENGECATAN DAN LABURAN 4,286,728.77 - 4,286,728.77 G. PEKERJAAN INSTALASI LISTRIK & ARMATUR 1,447,585.00 - 1,447,585.00 JUMLAH SUB.TOTAL III 92,276,365.45 - 92,276,365.45
IV. PEKERJAAN INFRASTRUKTUR
1 Saluran Keliling bangunan 0.00 m1 92,105.00 - - - 2 Lantai Rabat beton selasar dgn Pasangan Plesteran 1;4 T. 0.00 m2 37,330.00 - - - 3 Pembersihan area kembali 1.00 ls 250,000.00 - 250,000.00 250,000.00 Jumlah Sub Total - IV - 250,000.00 250,000.00 JUMLAH SUB.TOTAL I s.d IV ### 3,868,319.00 221,150,187.12
BOBOT (%) 6 0.78% 57.38% 41.73% 0.11% 100.00%
KECAMATAN CIKAJANG - KABUPATEN GARUT BOBOT (%) 8 0.10% 0.11% 0.11% 0.23% 0.23% 0.78% 0.69% 0.12% 0.05% 0.00% 0.86% 0.48% 2.59%
0.93% 1.65% 0.18% 0.66% 1.34% 0.24% 0.17% 0.41% 0.08% 0.04% 0.09% 0.02% 8.89% 3.25% 0.28% 3.38% 6.91% 1.20% 2.57%
0.36% 0.45% 0.85% 0.16% 0.15% 0.29% 0.08% 0.00% 0.00% 0.00%
0.73% 1.70% 0.37% 0.25% 0.49% 0.17% 0.61% 0.80% 0.10% 0.40% 0.96% 0.29% 0.62% 1.02% 0.13% 0.25% 0.44% 0.29% 0.74% 1.07% 0.96%
18.49% 1.46% 0.02% 0.00% 0.61% 0.47% 0.00% 0.25% 0.08% 0.03% 0.09% 0.04% 0.09% 0.05% 0.06% 0.28% 3.53% 3.25% 4.20% 4.13% 0.22% 0.24% 0.31% 0.29%
0.39% 0.01% 13.04% 0.00% 0.00% 0.00% 0.00% 0.00% 3.34% 3.34%
0.92% 0.35% 0.31% 0.01% 0.08% 1.68% 0.02% 0.27% 0.15% 0.01% 0.01% 0.01% 0.16% 0.02% 0.65% BOBOT 0.86% 8.89% 6.91% 18.49% 3.53%
13.04% 0.00% 3.34% 1.68% 0.65% 57.38% 3.73% 0.32% 3.87% 0.51% 0.70% 0.48% 0.15% 0.24% 0.23% 0.12% 0.20% 0.10%
0.33% 0.70% 0.35% 0.12% 0.26% 0.18% 0.09% 0.20% 0.14% 13.05% 1.68% 0.03% 0.00% 0.76% 0.47% 0.00% 0.25% 0.08% 0.03% 0.09% 0.04% 0.09% 0.05% 0.06% 0.28%
3.90% 0.17% 0.39% 0.39% 8.53% 3.38% 0.29% 0.76% 0.00% 13.91% 1.89% 1.21% 0.23% 3.33% 0.00% 4.94% 4.94% 1.06% 0.37% 0.34%
0.01% 0.16% 1.94% 0.02% 0.27% 0.15% 0.01% 0.01% 0.01% 0.16% 0.02% 0.65% BOBOT 13.05% 3.90% 13.91% 3.33% 4.94% 1.94% 0.65% 41.73%
0.00% 0.00% 0.11% 0.11% 100.00%
