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Sheet 1: REKAPITULASI
| Bill Of Quantity (BOQ) | |||||
| R E K A P I T U L A S I | |||||
| PEKERJAAN RENOVASI HALAMAN PARKIR BELAKANG GEDUNG KANTOR | |||||
| PT. JASA RAHARJA (PERSERO) CABANG JAMBI | |||||
| I. | A. GEDUNG RUANG ARSIP, MUSHOLLA | Rp | #REF! | ||
| II. | B. PEKERJAAN CARPORT, JALAN DAN CONBLOCK | " | #REF! | ||
| III. | C. RUANG MAKAN & PANTRY | " | #REF! | ||
| IV. | D. PEKERJAAN SELASAR | " | #REF! | ||
| JUMLAH | Rp | #REF! | |||
| PPN 10 % | Rp | #REF! | |||
| JUMLAH | Rp | #REF! | |||
| DIBULATKAN | Rp | #REF! | |||
| Terbilang : .................................................................. | |||||
| Jakarta, .. ...... .... | |||||
| PT/CV. .............................. | |||||
| ( ...... N a m a ...... ) | |||||
| Jabatan | |||||
| Bill Of Quantity (BOQ) | ||||||||
| A. GEDUNG RUANG ARSIP, MUSHOLLA | ||||||||
| PT. JASA RAHARJA (PERSERO) CABANG JAMBI | ||||||||
| No. | URAIAN PEKERJAAN | VOLUME | SAT | HARGA SATUAN | JUMLAH HARGA | |||
| ( Rp ) | ( Rp ) | |||||||
| I. | PEKERJAAN PERSIAPAN | |||||||
| 1 | Pengukuran & pasang bouwplank | 60.00 | m' | #REF! | #REF! | |||
| 2 | Pembersihan lapangan | 450.00 | m2 | - | - | |||
| 3 | Listrik kerja | 1.00 | ls | - | - | |||
| 4 | Air kerja | 1.00 | ls | - | - | |||
| 5 | Direksi keet 3 x 4 m | 12.00 | m2 | - | - | |||
| 6 | Barak kerja 3 x 10 m | 30.00 | m2 | - | tidak dikerjakan | |||
| 7 | Foto proyek 3 phase | 4.00 | set | - | - | |||
| 8 | Pagar proyek sementara seng gelombang tinggi 1,80 | 15.00 | m' | - | - | |||
| 9 | Mobilisasi dan demobilisasi | 1.00 | ls | - | - | |||
| 10 | Pasang papan nama proyek | 1.00 | LS | - | - | |||
| 11 | Bongkar atap dan pintu tralis disisi gedung / atap carport existing | 56.00 | m2 | - | - | |||
| 12 | Penyesuaian pintu tralis | 12.00 | m2 | - | - | |||
| 13 | Bongkar pasang pagar depan untuk keluar masuk kendaraan Proyek | 1.00 | ls | - | - | |||
| Jumlah - I | #REF! | |||||||
| II | PEKERJAAN PEMATANGAN TANAH | |||||||
| 1 | Urugan tanah peninggian lahan tapak lokasi gedung Arsip | 240.00 | m3 | #REF! | #REF! | |||
| 2 | Pemadatan tanah | 160.00 | m2 | - | - | |||
| Jumlah II | #REF! | |||||||
| III | PEKERJAAN GALIAN DAN PONDASI | |||||||
| Ruang Arsip | ||||||||
| 1 | Bor Pondasi straus dia 40 cm : | 247.00 | m' | - | - | |||
| 2 | Galian tanah untuk pondasi Pile Cup & Sloof | 18.15 | m3 | #REF! | #REF! | |||
| 3 | Urugan pasir bawah pondasi, Pile cap & T.Beam tebal 10 cm | 1.93 | m3 | #REF! | #REF! | |||
| 4 | Urugan pasir bawah lantai tebal 10 cm | 6.00 | m3 | #REF! | #REF! | |||
| 5 | Lantai kerja dibawah Pile cap & Te Beam, tebal 5 cm | 1.05 | m3 | #REF! | #REF! | |||
| 6 | Lapisan plastik dibawah Lantai kerja beton dibawah lantai. | 60.00 | m2 | - | - | |||
| 7 | Urugan tanah kembali | 11.80 | m3 | #REF! | #REF! | |||
| Jumlah III | #REF! | |||||||
| IV | PEKERJAAN STRUKTUR BETON | |||||||
| A. | RUANG ARSIP | |||||||
| 1 | Pondasi beton straus pile dia 40 cm, (dalam 19 m), Ruang Arsip | 31.05 | m3 | #REF! | #REF! | |||
| 2 | Pile cap 800x2000x700 mm | |||||||
| -Tipe P2 Arsip 2000x800x700) | 5.60 | m3 | #REF! | #REF! | ||||
| -Tipe P3 Arsip (462/2124x1840x700) | 1.83 | m3 | #REF! | #REF! | ||||
| 3 | Beton Tie Beam | |||||||
| - tipe TB1 ( 300 x 600 ) mm | 3.74 | m3 | #REF! | #REF! | ||||
| - tipe TB2 ( 300 x 500 ) mm | 1.35 | m3 | #REF! | #REF! | ||||
| 6 | Beton plat : | |||||||
| - Plat lantai beton tebal 12 cm diatas tanah labtai ruang Arsip - | ||||||||
| (dengan tulangan engkel dia 10 mm # 15 cm.) | 7.20 | m3 | #REF! | #REF! | ||||
| - Pas bekisting dinding bata camp 1PC:5Psr (dinding sisi timur r.Arsip) | 48.00 | m2 | #REF! | #REF! | ||||
| - Plat beton dinding tebal 20 cm, (dinding sisi timur r. Arsip) | 8.14 | m3 | #REF! | #REF! | ||||
| 7 | Beton Kolom type K1 (400x400 mm) | 4.32 | m3 | #REF! | #REF! | |||
| 8 | Beton Balok : | |||||||
| - Tipe B1 ( 300 x 550 ), r.Arsip | 2.62 | m3 | #REF! | #REF! | ||||
| - Tipe B2 ( 300 x 500 ), r.Arsip | 3.69 | m3 | #REF! | #REF! | ||||
| - Tipe B3 ( 250 x 450 ), r.Arsip | 1.60 | m3 | #REF! | #REF! | ||||
| - Balok + tiang Bordes 200x350 mm | 0.30 | m3 | #REF! | #REF! | ||||
| - Tipe B (150 x250 )+(plat kanopy 100x600), R. Arsip | 1.37 | m3 | #REF! | #REF! | ||||
| - Balok Latai atas+bawah kusen jendela (120 x 150), r.Arsip | 0.34 | m3 | #REF! | #REF! | ||||
| - Stek tulangan (uk. 30/65 cm) 5 bh, renc.untuk Sloof gd sebelah | #REF! | kg | #REF! | #REF! | 5.12820512820513 | |||
| - Stek tulangan (uk. 30/50 cm) 2 bh, renc.untuk Sloof gd sebelah | #REF! | kg | #REF! | #REF! | ||||
| 9 | Beton plat 13 cm, atap Ruang Arsip | 7.84 | m3 | #REF! | #REF! | |||
| 10 | Beton tangga ruang Arsip | 4.42 | m3 | #REF! | #REF! | |||
| #REF! | ||||||||
| B | Musholla | |||||||
| 1 | Beton Kolom type K1 (400x400 mm) | 2.16 | m3 | #REF! | #REF! | |||
| 2 | Beton Kolom type K2 (300 x 300 ) cm, Musholla | 1.22 | m3 | #REF! | #REF! | |||
| 3 | Beton Ring Balok : | |||||||
| - Ring balk peminggang 250 x 450 mm (RB), Musholla | 2.48 | m3 | #REF! | #REF! | ||||
| - Baiok 300 x 500 mm (B2), Musholla | 1.80 | m3 | #REF! | #REF! | ||||
| - Stek tulangan B2 (7 bh stek), renc untuk balok gd sebelah | #REF! | kg | #REF! | #REF! | ||||
| - Plat & balok kanopy jendela Musholla | 1.30 | m3 | #REF! | #REF! | ||||
| #REF! | ||||||||
| Jumlah IV | #REF! | |||||||
| V | PEKERJAAN DINDING BATA DAN PARTISI | |||||||
| Ruang Arsip | ||||||||
| 1 | Kolom praktis 11/11 cm | 0.47 | m3 | #REF! | #REF! | |||
| 2 | Pasang dinding bata trasram 1 pc : 3 psr | 7.65 | m2 | #REF! | #REF! | |||
| 3 | Pasang dinding bata trasram 1 pc : 5 psr | 83.43 | M2 | #REF! | #REF! | |||
| 4 | Plesteran dinding 1 pc : 3 psr | 15.30 | m2 | #REF! | #REF! | |||
| 5 | Plesteran beton kolom & beton dinding 1 pc : 3 psr | 56.00 | m2 | #REF! | #REF! | |||
| 6 | Plesteran dinding bata 1 pc :5 psr | 166.85 | m2 | #REF! | #REF! | |||
| 7 | Plesteran motif bergaris dinding batu 1 pc :5 psr | 27.00 | m2 | #REF! | #REF! | |||
| 8 | Plesteran dinding turap / batu belah 1 pc :5 psr | 54.00 | m2 | #REF! | #REF! | |||
| 9 | Acian | 319.15 | m2 | #REF! | #REF! | |||
| #REF! | ||||||||
| Musholla | ||||||||
| 1 | Kolom praktis 11/11 cm | 1.01 | m3 | #REF! | #REF! | |||
| 2 | Pasang dinding bata trasram 1 pc : 3 psr ( toilet ) | 11.10 | m2 | #REF! | #REF! | |||
| 3 | Pasang dinding bata 1 pc : 5 psr | 117.70 | m2 | #REF! | #REF! | |||
| 4 | Plesteran dinding 1 pc : 3 psr | 22.20 | m2 | #REF! | #REF! | |||
| 5 | Plesteran dinding 1 pc : 5 psr | 235.40 | m2 | #REF! | #REF! | |||
| 6 | Plesteran motif bergaris dinding batu 1 pc :5 psr | 36.00 | m2 | #REF! | #REF! | |||
| 7 | Plesteran beton kolom & umpak 1 pc : 3 psr | 43.88 | m2 | #REF! | #REF! | |||
| 8 | Lapisan Screding beton lantai | 54.00 | m2 | - | - | |||
| 9 | Acian | 337.48 | m2 | #REF! | #REF! | |||
| 10 | Plester profil lengkap acian | 58.00 | m1 | #REF! | #REF! | |||
| 11 | Roster beton 20 x 20 cm | 8.00 | bh | - | - | |||
| 12 | Lapisan Plywood 12 mm rangka hollow, finish HPL, mihrab | 13.20 | m2 | - | - | |||
| #REF! | ||||||||
| Jumlah - V | #REF! | |||||||
| VI. | PEKERJAAN ATAP | |||||||
| Musholla | ||||||||
| 1 | Plat dudukan kuda-kuda tbl 12 mm uk.15x20 cm (10 bh) | 62.11 | kg | #REF! | #REF! | |||
| 2 | Kuda-kuda CNP 150x65x20x3,2 mm (jarak 1 m) | 644.36 | kg | #REF! | #REF! | |||
| 3 | Murbaut angkur kuda-kuda dia 22 mm pjg. 25 cm | 44.00 | bh | - | - | |||
| 4 | Plat tebal 8 mm, dudukan gording | 34.50 | kg | #REF! | #REF! | |||
| 5 | Plat strip uk.4x50 mm jarak 50cm, pengaku duda-kuda CNP | 1.87 | kg | #REF! | #REF! | |||
| 6 | Trekstang pengaku kuda2 besi beton dia 10 mm2 las dibawah CNP | 18.36 | kg | #REF! | #REF! | |||
| 7 | Gording dudukan genteng dari C (baja ringan 5/10 ), jarak +/- 0,38m | 302.40 | m' | - | - | |||
| 8 | Ikatan angin besi beton dia 10 mm2, jarak tiap 1 M | 58.24 | kg | #REF! | #REF! | |||
| 9 | Lisplank Kalsiboard tbl 9 mm, lebar 55 cm | 44.40 | m' | - | - | |||
| 10 | Rangka Lisplank baja siku 40x40x4 mm , lebar 45 cm | 44.40 | m2 | - | - | |||
| 11 | Pasang atap genteng metal, lapis butiran pasir | 115.20 | m2 | - | - | |||
| 12 | Alumunium foil double side | 115.20 | m2 | - | - | |||
| 13 | Roof mesh | 115.20 | m2 | - | - | |||
| 14 | Talang datar | 14.40 | m' | - | - | |||
| 15 | Talang tegak PVC 4" | 34.00 | m' | #REF! | #REF! | |||
| Jumlah - VI | #REF! | |||||||
| VII | PEKERJAAN LANTAI | |||||||
| Ruang Arsip | ||||||||
| 1 | Lantai Keramik 40x40 cm | 60.00 | m2 | #REF! | #REF! | |||
| 2 | Plint keramik 10x40 cm | 40.10 | m' | #REF! | #REF! | |||
| 3 | Lantai Keramik 20x40 tangga | 12.90 | m2 | #REF! | #REF! | |||
| 4 | Stair nozing tangga 10/40 cm | 23.00 | m' | #REF! | #REF! | |||
| 5 | Plint keramik tangga 10x30 cm | 13.60 | m' | #REF! | #REF! | |||
| #REF! | ||||||||
| Musholla | ||||||||
| 1 | Lantai Keramik 40x40 cm | 53.90 | m2 | #REF! | #REF! | |||
| 2 | Plint keramik 10x40 cm | 26.00 | m' | #REF! | #REF! | |||
| 3 | Lantai Keramik 30/30 cm, Toilet & t. Wudhu | 6.00 | m2 | #REF! | #REF! | |||
| 4 | Dinding Keramik 30x30 cm, Toilet & t. Wudhu | 21.04 | bh | - | - | |||
| 5 | Pola keramik dinding 10 x 30 cm t.Wudhu | 6.70 | bh | #REF! | #REF! | |||
| 6 | Pola keramik dinding 20 x 30 cm Toilet | 5.30 | bh | - | - | |||
| #REF! | ||||||||
| Jumlah - VII | #REF! | |||||||
| VIII | PEKERJAAN PLAFOND | |||||||
| Ruang Arsip | ||||||||
| 1 | Plafond gypsum tebal 9 mm + rangka hollow ( ruang Arsip ) | 54.00 | m2 | #REF! | #REF! | |||
| 2 | List plafond profil gypsum 7/10 cm | 38.00 | m' | #REF! | #REF! | |||
| #REF! | ||||||||
| Musholla | ||||||||
| 1 | Plafond gypsum tebal 9 mm + rangka hollow ( ruang Musholla ) | 54.00 | m2 | #REF! | #REF! | |||
| 2 | Plafond Calciboard tbl 4 mm+rk hollow (Toilet, t. Wudhu)& overstek | 52.56 | m2 | #REF! | #REF! | |||
| 3 | List plafond profil gypsum 7/10 cm | 48.00 | m' | #REF! | #REF! | |||
| 4 | List plafond profil gypsum 5/5 cm, toilet | 141.60 | m' | #REF! | #REF! | |||
| #REF! | ||||||||
| Jumlah - VIII | #REF! | |||||||
| IX | PEKERJAAN KUSEN, PINTU DAN JENDELA | |||||||
| Ruang Arsip | ||||||||
| 1 | Kusen r.Arsip, tipe J4 | 2.00 | unit | #REF! | #REF! | |||
| 2 | Kusen r.Arsip, tipe J5 | 2.00 | unit | #REF! | #REF! | |||
| 3 | Kusen r.Arsip, tipe J5' | 2.00 | unit | #REF! | #REF! | |||
| 4 | Kusen r.Arsip, tipe J6 | 3.00 | unit | #REF! | #REF! | |||
| #REF! | ||||||||
| Musholla | ||||||||
| 1 | Pintu Musholla, tipe P1 | 1.00 | unit | #REF! | #REF! | |||
| 2 | Pintu Musholla, tipe P2 | 1.00 | unit | #REF! | #REF! | |||
| 3 | Pintu Musholla, tipe P4 | 1.00 | unit | #REF! | #REF! | |||
| 4 | Kusen Jendela Musholla, tipe J1 | 1.00 | unit | #REF! | #REF! | |||
| 5 | Kusen Jendela Musholla, tipe J2 | 2.00 | unit | #REF! | #REF! | |||
| 6 | Kusen Jendela Musholla, tipe J2' | 2.00 | unit | #REF! | #REF! | |||
| 7 | Kusen Jendela Musholla, tipe J3 | 1.00 | unit | #REF! | #REF! | |||
| 8 | Kusen Jendela Musholla, tipe J4 | 1.00 | unit | #REF! | #REF! | |||
| 9 | Kusen Jendela Musholla, tipe J6 | 3.00 | unit | #REF! | #REF! | |||
| #REF! | ||||||||
| Jumlah - IX | #REF! | |||||||
| X | PEKERJAAN RAILLING TANGGA | |||||||
| Ruang Arsip dan Musholla | ||||||||
| 1 | Railling tangga besi hollow 4x4 dan 4x2, finish cat besi | 9.00 | m' | - | - | |||
| Jumlah - X | - | |||||||
| XI | PEKERJAAN PENGECATAN | |||||||
| Ruang Arsip | ||||||||
| 1 | Cat plafond ICI Dulux Pentalite | 54.00 | m2 | #REF! | #REF! | |||
| Cat dinding dalam ICI Dulux Pentalite | 190.00 | m2 | #REF! | #REF! | ||||
| 2 | Cat dinding luar ICI Dulux weather shield | 130.00 | m2 | #REF! | #REF! | |||
| #REF! | ||||||||
| Musholla | ||||||||
| 1 | Cat plafond ICI Dulux Pentalite | 106.56 | m2 | #REF! | #REF! | |||
| Cat dinding dalam ICI Dulux Pentalite | 185.00 | m2 | #REF! | #REF! | ||||
| 2 | Cat dinding luar ICI Dulux weather shield | 326.00 | m2 | #REF! | #REF! | |||
| 3 | Cat besi baja struktur rangka atap | 327.40 | m2 | #REF! | #REF! | |||
| 4 | Cat besi liplank Musholla | 21.50 | m2 | #REF! | #REF! | |||
| #REF! | ||||||||
| Jumlah - XI | #REF! | |||||||
| XII | PEKERJAAN PLUMBING DAN SANITAIR | |||||||
| Musholla | ||||||||
| Instalasi Plumbing | ||||||||
| 1 | Penyambungan dari titik instalasi terdekat | 1.00 | ttk | - | - | |||
| 2 | Pipa PVC klas AW, dia 1.25" | 60.00 | m' | #REF! | #REF! | |||
| 3 | Pipa PVC klas AW, dia 1" | 6.00 | m' | #REF! | #REF! | |||
| 4 | Pipa PVC klas AW, dia 3/4" | 4.00 | m' | #REF! | #REF! | |||
| 5 | Pipa PVC klas AW, dia 1/2" | 6.00 | m' | #REF! | #REF! | |||
| 6 | Pipa PVC klas AW, dia 3" | 4.00 | m' | #REF! | #REF! | |||
| 7 | Pipa PVC klas AW, dia 4" | 4.00 | m' | #REF! | #REF! | |||
| Sanitair | ||||||||
| 1 | Closet duduk | 1.00 | bh | #REF! | #REF! | |||
| 2 | Kran dinding | 4.00 | bh | - | - | |||
| 3 | Floor drain | 2.00 | bh | - | - | |||
| 4 | Jet washer | 1.00 | bh | - | - | |||
| 5 | Septictank bioteck 2 m3 dan Resapan | 1.00 | unit | - | - | |||
| 6 | Pantekan sumur air bersih, kedalaman 30 m +cassing | 1.00 | ls | 0.00 | 0.00 | |||
| 7 | Pasang Pomja air (SANYO PDH-405JP), Daya Hisap 40 M, Daya Dorong - | |||||||
| 40 M, Output Listrik 400 watt. | 1.00 | unit | 0.00 | 0.00 | ||||
| 8 | Tangki air kapasitas 2000 liter, | 1.00 | unit | 0.00 | 0.00 | |||
| 9 | Menara dudukan tanki air tg 8 M (letak sisi utara Musholla) | 1.00 | unit | 0.00 | 0.00 | |||
| Jumlah XII | #REF! | |||||||
| XIII | PEKERJAAN WATER PROOFING | |||||||
| 1 | Water profing Toilet, t. Wudhu | 9.00 | m2 | - | - | |||
| Jumlah XIII | - | |||||||
| XIV | PEKERJAAN LISTRIK | |||||||
| 1 | Panel lengkap dengan terminasi, grounding, accs, dll. | |||||||
| - Panel Penerangan (LP) | 1.00 | unit | - | - | ||||
| - Panel Penerangan & AC Musholla (LP.1) | 1.00 | unit | - | - | ||||
| - Panel Penerangan & AC, R. Arsip (LP2) | 1.00 | unit | - | - | ||||
| 2 | Kabel Toevoer : | |||||||
| - dari Panel utama gedung Existing ke LP, NYY 4 x 25 mm | 50.00 | m' | - | - | ||||
| - dari PI ke LP.1, NYY 4 x 16 mm | 3.00 | m' | - | - | ||||
| - dari PI ke LP.2, NYY 4 x 16 mm | 7.00 | m' | - | - | ||||
| 3 | Pekerjaan instalasi Penerangan dan Stop Kontak lengkap | |||||||
| kabel NYM 3 x 2,5 mm2, konduit, T-does, dan accessories. | ||||||||
| - Instalasi Penerangan | 25.00 | Titik | - | - | - | |||
| - Instalasi Stop Kontak dinding & Fan 1 Ph, 10 A | 9.00 | Titik | - | - | - | |||
| - Instalasi Stop Kontak AC | 4.00 | Titik | - | - | ||||
| 4 | Pengadaan dan pemasangan Fixtures dan Armatures R.Arsip & Mushollla | |||||||
| Lampu TL 2 x 38 Watt, inbow Recessed Mounted, Mirror reflector | 8.00 | Buah | - | - | 350,000 | |||
| Metal louvre | ||||||||
| Lampu Baret | 2.00 | Buah | - | - | - | |||
| Lampu Down light PL-C 18 Watt | 15.00 | Buah | - | - | 250,000 | |||
| Stop Kontak dinding 1 Ph, 10 A | 4.00 | Buah | - | - | 40,000 | |||
| Saklar Tunggal | 2.00 | Buah | - | - | 37,500 | |||
| Saklar Serie | 4.00 | Buah | - | - | 40,000 | |||
| Stop Kontak AC, R. Arsip & Musholla | 4.00 | bh | - | - | ||||
| Stop kontak untuk Fan | 5.00 | bh | - | - | ||||
| Exchaust Fan 12" | 5.00 | bh | - | - | ||||
| Jumlah XIV | - | |||||||
| XV. | PEKERJAAN PEMINDAHAN LETAK GENSET. | |||||||
| 1 | Pemindahan genset lengkap kerangkengnya | 1.00 | ls | - | - | |||
| 2 | Pasang rangka tiang dan atap baja ringan kerangkeng disel | 6.00 | m2 | - | - | |||
| 3 | Atap ALDERON penutup kerangkeng genset (2x3 m) | 6.00 | m2 | - | - | |||
| Jumlah XV | - | |||||||
| REKAPITULASI : | ||||||||
| I. | PEKERJAAN PERSIAPAN | Rp | #REF! | |||||
| II | PEKERJAAN PEMATANGAN TANAH | " | #REF! | |||||
| III | PEKERJAAN GALIAN DAN PONDASI | " | #REF! | |||||
| IV. | PEKERJAAN STRUKTUR BETON | " | #REF! | |||||
| V. | PEKERJAAN DINDING BATA DAN PARTISI | " | #REF! | |||||
| VI. | PEKERJAAN ATAP | " | #REF! | |||||
| VII. | PEKERJAAN LANTAI | " | #REF! | |||||
| VIII. | PEKERJAAN PLAFOND | " | #REF! | |||||
| IX. | PEKERJAAN KUSEN, PINTU DAN JENDELA | " | #REF! | |||||
| X. | PEKERJAAN RAILLING TANGGA | " | - | |||||
| XI. | PEKERJAAN PENGECATAN | " | #REF! | |||||
| XII. | PEKERJAAN PLUMBING DAN SANITAIR | " | #REF! | |||||
| XIII. | PEKERJAAN WATER PROOFING | " | - | |||||
| XIV. | PEKERJAAN LISTRIK | " | - | |||||
| XV. | PEKERJAAN PEMINDAHAN LETAK GENSET. | " | - | |||||
| Rp | #REF! | |||||||
| Bill Of Quantity (BOQ) | ||||||
| B. PEKERJAAN CARPORT, JALAN DAN CONBLOCK | ||||||
| PT. JASA RAHARJA (PERSERO) CABANG JAMBI | ||||||
| No. | URAIAN PEKERJAAN | VOLUME | SAT | HARGA SATUAN | JUMLAH HARGA | |
| ( Rp ) | ( Rp ) | |||||
| I | PEKERJAAN PEMATANGAN TANAH | |||||
| 1 | Pengurugan tanah merah dibawah jalan beton | 155.35 | m3 | #REF! | #REF! | |
| 2 | Pengurugan tanah merah dibawah carport dalam 2 m ( bag belakang ) | 200.00 | m3 | #REF! | #REF! | |
| 3 | Pengurugan tanah merah dibawah Paving blok bagian belakang | 214.40 | m3 | #REF! | #REF! | |
| 4 | Pengurugan tanah merah dibawah carport dalam 0,25 m | 40.00 | m3 | #REF! | #REF! | |
| 5 | Pemadatan tanah, tiap tebal 25 cm. | 569.75 | m3 | - | - | |
| 6 | Pengupasan humus/rumput seluruh lokasi | 1,046.00 | m2 | - | - | |
| 7 | Pembuangan puing & sisa pekerjaan keluar lokasi | 1.00 | ls | - | - | |
| Jumlah II | #REF! | |||||
| II. | PEKERJAAN GALIAN DAN PONDASI | |||||
| 1 | Galian tanah Pondasi Tapak Carport, 80x125x100 cm | 5.00 | m3 | #REF! | #REF! | |
| 2 | Galian tanah untuk pondasi tapak dan turap jalan | 32.25 | m3 | #REF! | #REF! | |
| 3 | Galian tanah pondasi turap Carport (batas Carport dengan - | |||||
| halaman belakang R.Arsip) | 60.94 | m3 | #REF! | #REF! | ||
| 4 | Urugan pasir bawah pondasi tebal 10 cm, (Turap) | 2.15 | m3 | #REF! | #REF! | |
| 5 | Urugan pasir bawah lantai beton Carport tbl 10 cm | 17.52 | m3 | #REF! | #REF! | |
| 6 | Lantai kerja dibawah pondasi tapak, tebal 5 cm | 0.25 | m3 | #REF! | #REF! | |
| 7 | Lapisan plastik dibawah Lantai kerja beton dibawah lantai. | 175.20 | m2 | - | - | |
| Jumlah II | #REF! | |||||
| III. | PEKERJAAN STRUKTUR BETON | |||||
| 1 | Pondasi Tapak beton : | |||||
| - Pondasi Tapak (800 x1250) tbl 250 mm, type PT, (Carport) | 1.25 | m3 | #REF! | #REF! | ||
| - Pondasi Tapak (1500 x1000) tbl 300 mm, type PT, (Turap jalan) | 1.35 | m3 | #REF! | #REF! | ||
| - Pondasi Tapak (1500 x1000) tbl 300 mm, type PT, (Turap carport) | 2.25 | m3 | #REF! | #REF! | ||
| 2 | Balok beton : | |||||
| - Beton Sloof turap jalan depan 25/40 cm | 1.10 | m3 | #REF! | #REF! | ||
| - Beton Peminggang turap jalan depan 25/40 cm | 1.10 | m3 | #REF! | #REF! | ||
| - Beton Pengikat kolom turap jalan depan (bag. Atas) 20/30 cm | 0.66 | m3 | #REF! | #REF! | ||
| - Beton Sloof turap carport belakang 25/40 cm | 1.60 | m3 | #REF! | #REF! | ||
| - Beton Peminggang turap carport belakang 25/40 cm | 1.60 | m3 | #REF! | #REF! | ||
| - Beton Pengikat kolom turap carport belakang (bag Atas) 20/30cm | 0.96 | m3 | #REF! | #REF! | ||
| - Beton 15/20 cm, pinggir plat lantai Carport | 1.62 | m3 | #REF! | #REF! | ||
| 3 | Beton Kolom : | |||||
| - Kolom beton Turap jalan depan, 300x600 mm | 2.16 | m3 | #REF! | #REF! | ||
| - Kolom beton Turap carport belakang, 300x600 mm | 5.85 | m3 | #REF! | #REF! | ||
| - Kolom pedestral K2 (250 x 800) kedalaman 1000 mm, Carport | 1.00 | m3 | #REF! | #REF! | ||
| 4 | Beton plat | |||||
| - Plat lantai beton Carport tebal 10 cm ( diatas tanah ) | 14.60 | m3 | #REF! | #REF! | ||
| Jumlah III | #REF! | |||||
| IV. | PEKERJAAN ATAP | 235.00 | ||||
| Carport | ||||||
| 1 | Plat dudukan kolom tbl 12 mm uk.25x60 cm (5 bh) | 101.63 | kg | #REF! | #REF! | |
| 2 | Tiang Pipa Hitam dia 4" tebal 3,6 mm (5 unit) | 357.00 | kg | #REF! | #REF! | |
| 3 | Sekur kolom pipa baja dia 2,5" tebal 2,6 mm (5 unit) | 171.70 | kg | #REF! | #REF! | |
| 4 | Kuda-kuda+sekur pipa baja 4" tebal 3,25 mm (5 unit) | 586.80 | kg | #REF! | #REF! | |
| 5 | Pengikat antar tiang pipa baja dia 2" + sekur kremona (4 sekmen) | 276.00 | kg | #REF! | #REF! | |
| 6 | Ikatan angin baja beton dia 12 mm | 57.07 | kg | #REF! | #REF! | |
| 7 | Pengunci / pengencang ikatan angin (watermoor) | 8.00 | bh | - | - | |
| 8 | Trekstang besi beton dia 12 mm | 57.07 | kg | #REF! | #REF! | |
| 9 | Murbaut angkur kuda-kuda dia 22 mm pjg. 60 cm | 30.00 | bh | - | - | |
| 10 | Plat tebal 8 mm, dudukan gording | 27.72 | kg | #REF! | #REF! | |
| 11 | Gording (Dobel) CNP 75x45x15x3,2 mm, jarak (+/-) 0,85 m | 994.84 | kg | #REF! | #REF! | |
| 12 | Plat penutup ujug pipa & gording | 12.57 | m' | #REF! | #REF! | |
| 13 | Penutup atap ALDERON | 156.20 | m2 | - | - | |
| 14 | Cat besi tiang, kuda-kuda, gording | 114.00 | m2 | #REF! | #REF! | |
| Jumlah IV | #REF! | |||||
| V. | PEKERJAAN JALAN & CONBLOCK | |||||
| 1 | Pengurugan Sirdam ( pasir makadam) tebal 20 cm, padat | 76.60 | m3 | - | - | |
| 5 | Pengurugan abu batu tebal 5 cm | 19.15 | m3 | #REF! | #REF! | |
| 6 | Lantai kerja plastik beton | 73.25 | m3 | - | - | |
| 7 | Cor beton Jalan masuk/turunan tbl 20 cm tulang double dia 10 mm | 12.50 | m3 | #REF! | #REF! | |
| 8 | Cor jalan tbl 10 cm tul engkel dia10-15 samping gd lama+t.Cuci | 8.88 | m3 | #REF! | #REF! | |
| 9 | Turap batu kali penahan badan jalan (jalan menuju carport) | 48.13 | m3 | #REF! | #REF! | |
| 10 | Turap batu kali penahan tanah carport (belakang r. Arsip) = 11M' | 99.83 | m3 | #REF! | #REF! | |
| 11 | Pasangan Paving Block jalan / halaman, tbl 10 cm K.250 | 383.00 | m2 | - | - | |
| 12 | Pasang Kansteen beton K.250, uk.lbr atas 15cm lbr bawah 25cm tg.30cm | 112.50 | m' | - | - | |
| 13 | Lapisan abu batu tebal 1 cm (pengisi celah paving blok) | 3.83 | m3 | #REF! | #REF! | |
| 14 | Stopper beton K.250 uk. lbr atas 15cm, lbr bawah 25cm, tg.35cm pj.60 cm | 0.57 | m3 | #REF! | #REF! | |
| 15 | Garis pembatas mobil lebar 12 cm, cat minyak | 45.00 | m' | - | - | |
| JumlahV | #REF! | |||||
| 29.70 | VI. | PEKERJAAN SALURAN AIR | ||||
| 1 | Saluran beton UDIT 40 cm | 67.00 | m' | #REF! | #REF! | |
| 2 | Tutup saluran UDIT 40x60 cm, khusus depan Carport | 33.00 | Pcs | - | - | |
| Jumlah VI | #REF! | |||||
| VII. | PEKERJAAN RESAPAN AIR (3 unit) | |||||
| 1 | Galian tanah | 13.50 | m3 | #REF! | #REF! | |
| 2 | Kolom praktis 11x11 cm | 0.29 | m3 | #REF! | #REF! | |
| 3 | Pasangan dinding batu bata 1:3 | 28.80 | m2 | #REF! | #REF! | |
| 4 | Plesteran dindidng pasangan bata | 57.60 | m2 | #REF! | #REF! | |
| 5 | Batu bali pecah tanpa adukan | 2.16 | m3 | #REF! | #REF! | |
| 6 | Pasang pipa PVC dia 3" pjg, 0,75 M berlubang dibungkus ijuk | 18.00 | bh | - | - | |
| 7 | Plat beton tbl. 10 cm, tulang engkel & berlubang | 0.68 | m3 | #REF! | #REF! | |
| Jumlah VII | #REF! | |||||
| 9.90 | REKAPITULASI : | |||||
| 6.53 | ||||||
| 12.50 | I. | PEKERJAAN PEMATANGAN TANAH | Rp | #REF! | ||
| 5.88 | II. | PEKERJAAN GALIAN DAN PONDASI | " | #REF! | ||
| 48.13 | III. | PEKERJAAN STRUKTUR BETON | " | #REF! | ||
| 1.00 | IV. | PEKERJAAN ATAP | " | #REF! | ||
| 198.00 | V. | PEKERJAAN JALAN & CONBLOCK | " | #REF! | ||
| VI. | PEKERJAAN SALURAN AIR | " | #REF! | |||
| VII. | PEKERJAAN RESAPAN AIR (3 unit) | " | - | |||
| 575.50 | Rp | #REF! | ||||
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