Aritmatik Islamic Center
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KOREKSI ARITMATIK PELELANGAN PASCA KUALIFIKASI POKJA I ULP KABUPATEN ACEH TAMIANG SUMBER DANA APBK TAHUN ANGGARAN 2015 Pembangunan Gedung Islamic Center (Otsus) NO U R A I A N VOLUME OE (Rp) (Rp) (Rp) CV. AMIQU BARU I. PEKERJAAN PERSIAPAN I.1 Persiapan Biaya Umum 1.00 Ls 1.00 Ls 9,900,000.00 9,900,000.00 9,900,000.00 II. PEKERJAAN STRUKTUR II.1 Tiang Kolom Lantai I BU3 Type K4 Uk. Ø 40 cm - Beton K-250 sitemix 1.48 m³ 1.48 m³ 1,013,200.00 1,497,825.72 1,497,825.72 - Tulangan besi D 10 U - 24 34.51 kg 34.51 kg 19,500.00 673,002.53 673,002.53 - Tulangan besi D 24 U - 32 111.23 kg 111.23 kg 20,600.00 2,291,242.18 2,291,242.18 - Bekisting Triplek 12 mm + bongkar dan siram 18.83 m² 18.83 m² 122,000.00 2,297,504.00 2,297,504.00 Kolom Beton Type K6 Uk. 35 x 35 cm - Beton K-250 sitemix 1.78 m³ 1.78 m³ 1,013,200.00 1,808,384.69 1,808,384.69 - Tulangan besi D 10 U - 24 26.10 kg 26.10 kg 19,500.00 508,855.57 508,855.57 - Tulangan besi D 24 U - 32 148.30 kg 148.30 kg 20,600.00 3,054,989.57 3,054,989.57 - Bekisting Triplek 12 mm + bongkar dan siram 20.40 m² 20.40 m² 122,000.00 2,488,556.00 2,488,556.00 II.2 Pekerjaan Balok Lantai I BU3 Balok Type B3 Uk. 25 x 40 cm - Beton K - 250 (Sitemix) 21.99 m³ 21.99 m³ 1,013,200.00 22,276,215.20 22,276,215.20 - Tulangan Besi D 10 U - 24 665.32 kg 665.32 kg 19,500.00 12,973,785.83 12,973,785.83 - Tulangan Besi D 19 U - 32 2,281.89 kg 2,281.89 kg 20,600.00 47,006,880.01 47,006,880.01 - Stut Werk 230.85 m² 230.85 m² 86,100.00 19,876,443.30 19,876,443.30 - Bekisting Triplek 12 mm + bongkar dan siram 230.85 m² 230.85 m² 122,000.00 28,164,066.00 28,164,066.00 II.3 Pekerjaan List Plank Beton dan Plat Dak Listplank Beton Tebal 8 cm BU2 - Beton K - 250 (Sitemix) 17.35 m³ 17.35 m³ 1,013,200.00 17,581,046.40 17,581,046.40 - Tulangan Besi D 10 U - 24 1,234.92 kg 1,234.92 kg 19,500.00 24,080,897.69 24,080,897.69 - Stut Werk 182.47 m² 182.47 m² 20,600.00 3,758,840.80 3,758,840.80 - Bekisting List Plank Beton + bongkar dan sira 182.47 m² 182.47 m² 301,800.00 55,068,842.40 55,068,842.40 - Finishing Listplank Beton 82.94 m¹ 82.94 m¹ 400,000.00 33,176,000.00 33,176,000.00 Plat DAK Tebal 10 cm BU3 - Beton K - 250 (Sitemix) 6.38 m³ 6.38 m³ 1,013,200.00 6,459,150.00 6,459,150.00 - Tulangan Besi D 10 U - 24 1,429.59 kg 1,429.59 kg 19,500.00 27,876,930.66 27,876,930.66 - Stut Werk 65.35 m² 65.35 m² 20,600.00 1,346,210.00 1,346,210.00 - Bekisting Triplek 12 mm + bongkar dan siram 65.35 m² 65.35 m² 122,000.00 7,972,700.00 7,972,700.00 II.4 Pekerjaan Tangga Depan BU1 Tangga Beton BU1 - Beton K - 250 (Sitemix) 1.20 m² 1.20 m² 1,013,200.00 1,215,840.00 1,215,840.00 - Tulangan Besi D 10 U - 24 81.17 kg 81.17 kg 19,500.00 1,582,781.31 1,582,781.31 - Stut Werk 1.60 m² 1.60 m² 20,600.00 32,960.00 32,960.00 - Bekisting Triplek 12 mm + bongkar dan siram 1.60 m² 1.60 m² 122,000.00 195,200.00 195,200.00 - Finishing Beton 14.00 m¹ 14.00 m¹ 400,000.00 5,600,000.00 5,600,000.00 Pekerjaan Tangga Samping Kanan BU2 Tangga Beton BU2 - Beton K - 250 (Sitemix) 1.20 m² 1.20 m² 1,013,200.00 1,215,840.00 1,215,840.00 - Tulangan Besi D 10 U - 24 81.17 kg 81.17 kg 19,500.00 1,582,781.31 1,582,781.31 - Stut Werk 1.60 m² 1.60 m² 20,600.00 32,960.00 32,960.00 - Bekisting Triplek 12 mm + bongkar dan siram 1.60 m² 1.60 m² 122,000.00 195,200.00 195,200.00 - Finishing Beton 14.00 m¹ 14.00 m¹ 400,000.00 5,600,000.00 5,600,000.00 Pekerjaan Tangga Samping Kiri BU3 Tangga Beton BU3 VOLUME PENAWARAN HARGA SATUAN PENAWARAN HARGA PENAWARAN ASLI HARGA PENAWARAN HASIL KOREKSI
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aritmatik islamik center
Transcript of Aritmatik Islamic Center
KOREKSI ARITMATIK PELELANGAN PASCA KUALIFIKASIPOKJA I ULP KABUPATEN ACEH TAMIANG
SUMBER DANA APBK TAHUN ANGGARAN 2015
Pembangunan Gedung Islamic Center (Otsus)
NO U R A I A N VOLUME OE (Rp) (Rp) (Rp)
(Rp)
CV. AMIQU BARU
I. PEKERJAAN PERSIAPAN
I.1 Persiapan
Biaya Umum 1.00 Ls 1.00 Ls 9,900,000.00 9,900,000.00 9,900,000.00 10,000,000.00
II. PEKERJAAN STRUKTUR
II.1 Tiang Kolom Lantai I BU3
Type K4 Uk. Ø 40 cm
- Beton K-250 sitemix 1.48 m³ 1.48 m³ 1,013,200.00 1,497,825.72 1,497,825.72 1,023,200.00
- Tulangan besi D 10 U - 24 34.51 kg 34.51 kg 19,500.00 673,002.53 673,002.53 19,500.00
- Tulangan besi D 24 U - 32 111.23 kg 111.23 kg 20,600.00 2,291,242.18 2,291,242.18 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 18.83 m² 18.83 m² 122,000.00 2,297,504.00 2,297,504.00 122,200.00
Kolom Beton Type K6 Uk. 35 x 35 cm
- Beton K-250 sitemix 1.78 m³ 1.78 m³ 1,013,200.00 1,808,384.69 1,808,384.69 1,023,200.00
- Tulangan besi D 10 U - 24 26.10 kg 26.10 kg 19,500.00 508,855.57 508,855.57 19,500.00
- Tulangan besi D 24 U - 32 148.30 kg 148.30 kg 20,600.00 3,054,989.57 3,054,989.57 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 20.40 m² 20.40 m² 122,000.00 2,488,556.00 2,488,556.00 122,200.00
II.2 Pekerjaan Balok Lantai I BU3
Balok Type B3 Uk. 25 x 40 cm
- Beton K - 250 (Sitemix) 21.99 m³ 21.99 m³ 1,013,200.00 22,276,215.20 22,276,215.20 1,023,200.00
- Tulangan Besi D 10 U - 24 665.32 kg 665.32 kg 19,500.00 12,973,785.83 12,973,785.83 19,500.00
- Tulangan Besi D 19 U - 32 2,281.89 kg 2,281.89 kg 20,600.00 47,006,880.01 47,006,880.01 20,600.00
- Stut Werk 230.85 m² 230.85 m² 86,100.00 19,876,443.30 19,876,443.30 86,900.00
- Bekisting Triplek 12 mm + bongkar dan siram 230.85 m² 230.85 m² 122,000.00 28,164,066.00 28,164,066.00 122,200.00
II.3 Pekerjaan List Plank Beton dan Plat Dak
Listplank Beton Tebal 8 cm BU2
- Beton K - 250 (Sitemix) 17.35 m³ 17.35 m³ 1,013,200.00 17,581,046.40 17,581,046.40 1,023,200.00
- Tulangan Besi D 10 U - 24 1,234.92 kg 1,234.92 kg 19,500.00 24,080,897.69 24,080,897.69 19,500.00
- Stut Werk 182.47 m² 182.47 m² 20,600.00 3,758,840.80 3,758,840.80 20,600.00
- Bekisting List Plank Beton + bongkar dan siram 182.47 m² 182.47 m² 301,800.00 55,068,842.40 55,068,842.40 302,000.00
- Finishing Listplank Beton 82.94 m¹ 82.94 m¹ 400,000.00 33,176,000.00 33,176,000.00 400,000.00
Plat DAK Tebal 10 cm BU3
- Beton K - 250 (Sitemix) 6.38 m³ 6.38 m³ 1,013,200.00 6,459,150.00 6,459,150.00 1,023,200.00
- Tulangan Besi D 10 U - 24 1,429.59 kg 1,429.59 kg 19,500.00 27,876,930.66 27,876,930.66 19,500.00
- Stut Werk 65.35 m² 65.35 m² 20,600.00 1,346,210.00 1,346,210.00 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 65.35 m² 65.35 m² 122,000.00 7,972,700.00 7,972,700.00 122,200.00
II.4 Pekerjaan Tangga Depan BU1
Tangga Beton BU1
- Beton K - 250 (Sitemix) 1.20 m² 1.20 m² 1,013,200.00 1,215,840.00 1,215,840.00 1,023,200.00
- Tulangan Besi D 10 U - 24 81.17 kg 81.17 kg 19,500.00 1,582,781.31 1,582,781.31 19,500.00
- Stut Werk 1.60 m² 1.60 m² 20,600.00 32,960.00 32,960.00 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 1.60 m² 1.60 m² 122,000.00 195,200.00 195,200.00 122,200.00
- Finishing Beton 14.00 m¹ 14.00 m¹ 400,000.00 5,600,000.00 5,600,000.00 400,000.00
Pekerjaan Tangga Samping Kanan BU2
Tangga Beton BU2
- Beton K - 250 (Sitemix) 1.20 m² 1.20 m² 1,013,200.00 1,215,840.00 1,215,840.00 1,023,200.00
- Tulangan Besi D 10 U - 24 81.17 kg 81.17 kg 19,500.00 1,582,781.31 1,582,781.31 19,500.00
- Stut Werk 1.60 m² 1.60 m² 20,600.00 32,960.00 32,960.00 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 1.60 m² 1.60 m² 122,000.00 195,200.00 195,200.00 122,200.00
- Finishing Beton 14.00 m¹ 14.00 m¹ 400,000.00 5,600,000.00 5,600,000.00 400,000.00
Pekerjaan Tangga Samping Kiri BU3
Tangga Beton BU3
- Beton K - 250 (Sitemix) 1.20 m² 1.20 m² 1,013,200.00 1,215,840.00 1,215,840.00 1,023,200.00
- Tulangan Besi D 10 U - 24 81.17 kg 81.17 kg 19,500.00 1,582,781.31 1,582,781.31 19,500.00
- Stut Werk 1.60 m² 1.60 m² 20,600.00 32,960.00 32,960.00 20,600.00
- Bekisting Triplek 12 mm + bongkar dan siram 1.60 m² 1.60 m² 122,000.00 195,200.00 195,200.00 122,200.00
- Finishing Beton 14.00 m¹ 14.00 m¹ 400,000.00 5,600,000.00 5,600,000.00 400,000.00
VOLUME PENAWARAN
HARGA SATUAN
PENAWARAN
HARGA PENAWARAN ASLI
HARGA PENAWARAN
HASIL KOREKSI
HARGA SATUAN OE
NO U R A I A N VOLUME OE (Rp) (Rp) (Rp)
(Rp)
VOLUME PENAWARAN
HARGA SATUAN
PENAWARAN
HARGA PENAWARAN ASLI
HARGA PENAWARAN
HASIL KOREKSI
HARGA SATUAN OE
II.5 Pekerjaan Lantai
Lantai Dasar
Lantai Granit Tile 60 x 60 281.16 m² 281.16 m² 455,300.00 128,013,286.25 128,013,286.25 456,600.00
Lantai Granit Tile Tangga 1 dan Tangga 2 49.13 m² 49.13 m² 455,300.00 22,370,254.90 22,370,254.90 456,600.00
Lantai 1
Lantai Granit Tile 60 x 60 322.19 m² 322.19 m² 455,300.00 146,692,287.46 146,692,287.46 456,600.00
III. PEKERJAAN ARSITEKTUR
III.1 Pekerjaan Atap BU3
Rangka Atap Baja Ringan C-100 511.25 m² 511.25 m² 307,600.00 157,260,346.20 157,260,346.20 308,600.00
Penutup Atap Seng Genteng Metal 0.30 511.25 m² 511.25 m² 239,600.00 122,495,380.20 122,495,380.20 240,200.00
Rabung Seng Genteng Metal 104.68 m' 104.68 m' 52,500.00 5,495,700.00 5,495,700.00 52,800.00
III.2 Pekerjaan Dinding dan Plasteran
Lantai Dasar
Pasangan 1/2 Bata 1 Pc : 2 Psr 444.10 m² 444.10 m² 113,300.00 50,316,416.70 50,316,416.70 113,600.00
Plasteran 1 Pc : 2 Psr 916.91 m² 916.91 m² 79,700.00 73,077,647.30 73,077,647.30 80,500.00
Lantai 1 BU3
Pasangan 1/2 Bata 1 Pc : 2 Psr 328.40 m² 328.40 m² 113,300.00 37,207,946.60 37,207,946.60 113,600.00
Plasteran 1 Pc : 2 Psr 709.24 m² 709.24 m² 79,700.00 56,526,746.80 56,526,746.80 80,500.00
Pasangan 1 Bata 1 Pc : 4 Psr 66.66 m² 66.66 m² 236,300.00 15,752,230.60 15,752,230.60 237,200.00
Plasteran 1 Pc : 2 Psr 133.32 m² 133.32 m² 79,700.00 10,625,922.80 10,625,922.80 80,500.00
III.3 Pekerjaan Kosen Kayu Pintu, Jendela Lengkap
Lantai Dasar BU3
Type Kosen Kayu PA2 + Daun Pintu (Lengkap Terpa 3.00 Unit 3.00 Unit 1,900,000.00 5,700,000.00 5,700,000.00 1,900,000.00
Type Kosen Kayu PA3 + Daun Pintu (Lengkap Terpa 2.00 Unit 2.00 Unit 1,500,000.00 3,000,000.00 3,000,000.00 1,500,000.00
Type Kosen Kayu PA4 + Daun Pintu (Lengkap Terpa 2.00 Unit 2.00 Unit 1,200,000.00 2,400,000.00 2,400,000.00 1,200,000.00
Type Kosen Alumunium Warna JA1 + Kaca (Lengkap 4.00 Unit 4.00 Unit 8,000,000.00 32,000,000.00 32,000,000.00 8,000,000.00
Type Kosen Alumunium Warna JA2 + Kaca (Lengkap 6.00 Unit 6.00 Unit 2,000,000.00 12,000,000.00 12,000,000.00 2,000,000.00
Type Kosen Kayu JA4 + Daun Jendela (Lengkap Ter 17.00 Unit 17.00 Unit 600,000.00 10,200,000.00 10,200,000.00 600,000.00
Ventilasi Pintu PA2 (Lengkap Terpasang) 3.00 Unit 3.00 Unit 600,000.00 1,800,000.00 1,800,000.00 600,000.00
Ventilasi Pintu PA3 (Lengkap Terpasang) 2.00 Unit 2.00 Unit 600,000.00 1,200,000.00 1,200,000.00 600,000.00
Ventilasi Pintu PA4 (Lengkap Terpasang) 2.00 Unit 2.00 Unit 600,000.00 1,200,000.00 1,200,000.00 600,000.00
Ventilasi Jendela JA4 (Lengkap Terpasang) 17.00 Unit 17.00 Unit 700,000.00 11,900,000.00 11,900,000.00 700,000.00
Lantai I BU3
Type Kosen Kayu PA2 + Daun Pintu (Lengkap Terpa 3.00 Unit 3.00 Unit 1,900,000.00 5,700,000.00 5,700,000.00 1,900,000.00
Type Kosen Kayu PA3 + Daun Pintu (Lengkap Terpa 2.00 Unit 2.00 Unit 1,500,000.00 3,000,000.00 3,000,000.00 1,500,000.00
Type Kosen Kayu PA4 + Daun Pintu (Lengkap Terpa 2.00 Unit 2.00 Unit 1,500,000.00 3,000,000.00 3,000,000.00 1,500,000.00
Type Kosen Kayu JA3 + Kaca (Lengkap Terpasang) 6.00 Unit 6.00 Unit 410,000.00 2,460,000.00 2,460,000.00 410,000.00
Type Kosen Kayu JA4 + Daun Jendela (Lengkap Ter 17.00 Unit 17.00 Unit 600,000.00 10,200,000.00 10,200,000.00 600,000.00
Ventilasi Pintu PA2 (Lengkap Terpasang) 3.00 Unit 3.00 Unit 600,000.00 1,800,000.00 1,800,000.00 600,000.00
Ventilasi Pintu PA3 (Lengkap Terpasang) 2.00 Unit 2.00 Unit 600,000.00 1,200,000.00 1,200,000.00 600,000.00
Ventilasi Pintu PA4 (Lengkap Terpasang) 2.00 Unit 2.00 Unit 600,000.00 1,200,000.00 1,200,000.00 600,000.00
Ventilasi Jendela JA4 (Lengkap Terpasang) 17.00 Unit 17.00 Unit 700,000.00 11,900,000.00 11,900,000.00 700,000.00
III.4 Pekerjaan Langit-Langit Bangunan Utama 3
Pekerjaa Flafond
Lantai Dasar BU3
Plafond Gypsum 9 mm + Rangka Puring 344.41 m² 344.41 m² 211,100.00 72,705,816.51 72,705,816.51 211,900.00
List Profil Gypsum BU1 dan BU2 609.38 m' 609.38 m' 25,000.00 15,234,500.00 15,234,500.00 25,000.00
Lantai 1 BU3
Plafond Gypsum 9 mm + Rangka Puring 1,094.59 m² 1,094.59 m² 211,100.00 231,067,357.92 231,067,357.92 211,900.00
List Profil Gypsum 652.38 m' 652.38 m' 25,000.00 16,309,500.00 16,309,500.00 25,000.00
III.5 Pekerjaan Kamar Mandi
Lantai Dasar BU3
Wastfel +Cermin 3.00 Bh 3.00 Bh 1,400,000.00 4,200,000.00 4,200,000.00 1,400,000.00
Pemasanga Kramik Dinding Kamar Mandi 20 x 25 64.65 Bh 64.65 Bh 220,700.00 14,268,255.00 14,268,255.00 221,900.00
Keramik Lantai Kamar Mandi 20 x 20 24.50 m² 24.50 m² 192,800.00 4,723,600.00 4,723,600.00 193,700.00
Lantai 1 BU3
Pemasangan Kloset Jongkok 2.00 Bh 2.00 Bh 750,000.00 1,500,000.00 1,500,000.00 750,000.00
Wastfel +Cermin 3.00 Bh 3.00 Bh 1,400,000.00 4,200,000.00 4,200,000.00 1,400,000.00
Kran Air Terpasang 2.00 Bh 2.00 Bh 75,000.00 150,000.00 150,000.00 75,000.00
Pemasanga Kramik Dinding Kamar Mandi 20 x 25 83.90 m² 83.90 m² 220,700.00 18,516,730.00 18,516,730.00 221,900.00
Keramik Lantai Kamar Mandi 20 x 20 29.52 m² 29.52 m² 192,800.00 5,690,530.56 5,690,530.56 193,700.00
NO U R A I A N VOLUME OE (Rp) (Rp) (Rp)
(Rp)
VOLUME PENAWARAN
HARGA SATUAN
PENAWARAN
HARGA PENAWARAN ASLI
HARGA PENAWARAN
HASIL KOREKSI
HARGA SATUAN OE
IV. AIR BERSIH / AIR KOTOR (BEKAS)
IV.1 Instalasi Pemipaan Air Bersih 1 Unit
Pipa Galvanis dia. 2" tebal 3,2 mm (SNI) 18.00 m¹ 18.00 m¹ 115,346.67 2,076,240.00 2,076,240.00 115,346.67
Pipa Galvanis dia. 1 ½" tebal 3,2 mm (SNI) 15.00 m¹ 15.00 m¹ 78,996.67 1,184,950.00 1,184,950.00 78,996.67
Pipa Galvanis dia. 1" 15.00 m¹ 15.00 m¹ 54,396.67 815,950.00 815,950.00 54,396.67
Pipa Galvanis dia. ³/₄" 7.00 m¹ 7.00 m¹ 35,606.67 249,246.67 249,246.67 35,606.67
Tee dia. 2" x 2" x 2" 4.00 Bh 4.00 Bh 32,400.00 129,600.00 129,600.00 32,400.00
Tee dia. 2" x 1½" x 2" 2.00 Bh 2.00 Bh 25,200.00 50,400.00 50,400.00 25,200.00
Tee dia. 2" x ³/₄" x 2" 12.00 Bh 12.00 Bh 28,000.00 336,000.00 336,000.00 28,000.00
Elbow dia. 2" 2.00 Bh 2.00 Bh 31,400.00 62,800.00 62,800.00 31,400.00
Elbow dia. 1½" 2.00 Bh 2.00 Bh 43,500.00 87,000.00 87,000.00 43,500.00
Elbow dia. ³/₄" 2.00 Bh 2.00 Bh 18,000.00 36,000.00 36,000.00 18,000.00
Material Bantu (Suport, Klem, Socket, dll ) 1.00 Ls 1.00 Ls 150,000.00 150,000.00 150,000.00 150,000.00
IV.2 Instalasi Pemipaan Air Kotor 1 Unit
Pipa PVC dia. 4" Kualitas AW 70.00 m¹ 70.00 m¹ 43,733.33 3,061,333.33 3,061,333.33 43,733.33
Pipa PVC dia. 3" Kualitas AW 40.00 m¹ 40.00 m¹ 25,235.00 1,009,400.00 1,009,400.00 25,235.00
Pipa PVC dia. 2" Kualitas AW 140.00 m¹ 140.00 m¹ 12,661.67 1,772,633.33 1,772,633.33 12,661.67
Tee - Wey dia. 4" x 4" x 4" 4.00 Bh 4.00 Bh 82,700.00 330,800.00 330,800.00 82,700.00
Tee - Wey dia. 4" x 3" x 4" 2.00 Bh 2.00 Bh 62,500.00 125,000.00 125,000.00 62,500.00
Tee - Wey dia. 3" x 2" x 3" 2.00 Bh 2.00 Bh 35,700.00 71,400.00 71,400.00 35,700.00
Elbow dia. 2" 4.00 Bh 4.00 Bh 31,400.00 125,600.00 125,600.00 31,400.00
Clean Out 4" 4.00 Bh 4.00 Bh 250,000.00 1,000,000.00 1,000,000.00 250,000.00
Clean Out 2" 10.00 Bh 10.00 Bh 125,000.00 1,250,000.00 1,250,000.00 125,000.00
Septictenk dan Bidang Resapan Kapasitas 20 m³ 2.00 Unit 2.00 Unit 8,000,000.00 16,000,000.00 16,000,000.00 8,000,000.00
Material Bantu (Suport, Klem, Socket, dll ) 1.00 Ls 1.00 Ls 150,000.00 150,000.00 150,000.00 150,000.00
V. PEKERJAAN LISTRIK
V.1 Instalasi + Penerangan
Lantai Dasar BU1 dan BU2
Set Box Panel Lengkap 70 x 50 x 20 cm 2.00 Set 2.00 Set 5,950,000.00 11,900,000.00 11,900,000.00 5,950,000.00
Saklar Tunggal Setara Panasonic ( Lengkap Terpasa 4.00 Bh 4.00 Bh 27,000.00 108,000.00 108,000.00 27,000.00
Saklar Ganda Setara Panasonic (Lengkap Terpasang 2.00 Bh 2.00 Bh 38,000.00 76,000.00 76,000.00 38,000.00
Stop Kontak Arde Setara Panasonic (Terpasang) 5.00 Bh 5.00 Bh 55,000.00 275,000.00 275,000.00 55,000.00
Box Sekring AC 10 Amp 4.00 Bh 4.00 Bh 55,000.00 220,000.00 220,000.00 55,000.00
Lampu TL 36 Watt Setara Philip (Lengkap Terpasan 15.00 Bh 15.00 Bh 145,000.00 2,175,000.00 2,175,000.00 145,000.00
Bola Lampu SL 23 Watt Setara Philip (Lengkap Terp 13.00 Bh 13.00 Bh 63,500.00 825,500.00 825,500.00 63,500.00
Titik Cahaya Api 45.00 Titi 45.00 Titi 150,000.00 6,750,000.00 6,750,000.00 150,000.00
Lantai 1 BU1 dan BU2
Set Box Panel Lengkap 70 x 50 x 20 cm 2.00 Bh 2.00 Bh 5,950,000.00 11,900,000.00 11,900,000.00 5,950,000.00
Saklar Tunggal Setara Panasonic ( Lengkap Terpasa 5.00 Titik 5.00 Titik 27,000.00 135,000.00 135,000.00 27,000.00
Saklar Ganda Setara Panasonic (Lengkap Terpasang 2.00 Bh 2.00 Bh 38,000.00 76,000.00 76,000.00 38,000.00
Stop Kontak Arde Setara Panasonic (Terpasang) 5.00 Bh 5.00 Bh 55,000.00 275,000.00 275,000.00 55,000.00
Box Sekring AC 10 Amp 4.00 Bh 4.00 Bh 55,000.00 220,000.00 220,000.00 55,000.00
Lampu TL 36 Watt Setara Philip (Lengkap Terpasan 15.00 Bh 15.00 Bh 145,000.00 2,175,000.00 2,175,000.00 145,000.00
Bola Lampu SL 23 Watt Setara Philip (Lengkap Terp 17.00 Bh 17.00 Bh 63,500.00 1,079,500.00 1,079,500.00 63,500.00
Titik Cahaya Api 50.00 Bh 50.00 Bh 150,000.00 7,500,000.00 7,500,000.00 150,000.00
VI. PEKERJAAN PENYELESAIAAN
VI.1 Pekerjaan Cat Dan Penyelesaian
Lantai Dasar
Cat Dinding Tembok 3x (L/D) 1,055.34 m² 1,055.34 m² 30,600.00 32,293,424.56 32,293,424.56 30,700.00
Cat Plafond Gypsum 3x 950.07 m² 950.07 m² 30,600.00 29,072,206.26 29,072,206.26 30,700.00
Cat Kusen, Pintu dan Jendela 55.45 m² 55.45 m² 39,500.00 2,190,085.40 2,190,085.40 39,500.00
Hand Realing Pipa Besi Stenless Steel (Tangga 1) 14.25 m' 14.25 m' 350,000.00 4,987,500.00 4,987,500.00 350,000.00
Hand Realing Pipa Besi Stenless Steel (Tangga 2) 14.25 m' 14.25 m' 350,000.00 4,987,500.00 4,987,500.00 350,000.00
Hand Realing Pipa Besi Stenless Steel (Selasar) 24.79 m' 24.79 m' 350,000.00 8,676,235.15 8,676,235.15 350,000.00
Pekerjaan Finising Tiang dan Relief 19.00 Unit 19.00 Unit 1,100,000.00 20,900,000.00 20,900,000.00 1,100,000.00
Relief Pinggang Gedung
Lantai 1
Marmer Tembok Exterior Setara Lokal Terpasang 23.00 m² 23.00 m² 910,100.00 20,932,300.00 20,932,300.00 911,700.00
Cat Dinding Tembok 3x (L/D) 790.13 m² 790.13 m² 30,600.00 24,177,916.80 24,177,916.80 30,700.00
Cat Plafond Gypsum 3x 1,124.68 m² 1,124.68 m² 30,600.00 34,415,214.12 34,415,214.12 30,700.00
Cat Listplank Beton 99.53 m² 99.53 m² 42,600.00 4,239,892.80 4,239,892.80 42,700.00
Cat Kusen, Pintu dan Jendela 120.32 m² 120.32 m² 39,500.00 4,752,608.40 4,752,608.40 39,500.00
Hand Realing Pipa Besi Stenless Steel (Selasar) 18.40 m' 18.40 m' 350,000.00 6,440,000.00 6,440,000.00 350,000.00
Pekerjaan Finising Tiang dan Relief BU1 Dan BU3 32.00 Unit 32.00 Unit 1,800,000.00 57,600,000.00 57,600,000.00 1,800,000.00
Finising Balok Lantai Koridor BU1, BU2 Dan BU3 134.00 m² 134.00 m² 450,000.00 60,300,000.00 60,300,000.00 450,000.00
VII. PEKERJAAN TIMBUNAN DAN LANDSCAPE
VII.1 Pekerjaan Timbunan
NO U R A I A N VOLUME OE (Rp) (Rp) (Rp)
(Rp)
VOLUME PENAWARAN
HARGA SATUAN
PENAWARAN
HARGA PENAWARAN ASLI
HARGA PENAWARAN
HASIL KOREKSI
HARGA SATUAN OE
Mobilisasi Alat 1.00 Ls 1.00 Ls 9,800,000.00 9,800,000.00 9,800,000.00 9,800,000.00
Timbunan Tanah 525.00 m³ 525.00 m³ 95,470.90 50,122,220.81 50,122,220.81 95,470.90
VII.2 Pekerjaan Landscape
Beton Cor Lantai Kerja 4.32 m³ 4.32 m³ 775,400.00 3,348,952.60 3,348,952.60 785,200.00
Beton Cor Sloof 1.85 m³ 1.85 m³ 941,600.00 1,742,901.60 1,742,901.60 951,500.00
Besi Ø10 152.65 kg 152.65 kg 19,500.00 2,976,766.64 2,976,766.64 19,500.00
Besi Ø 6 52.95 kg 52.95 kg 19,500.00 1,032,567.73 1,032,567.73 19,500.00
Bekisting Sloof 8.23 m² 8.23 m² 122,000.00 1,003,653.33 1,003,653.33 122,200.00
Beton Cor Kolom 0.32 m³ 0.32 m³ 941,600.00 305,078.40 305,078.40 951,500.00
Besi Ø10 68.07 kg 68.07 kg 19,500.00 1,327,282.06 1,327,282.06 19,500.00
Besi Ø 6 12.36 kg 12.36 kg 19,500.00 240,988.25 240,988.25 19,500.00
Bekisting Kolom 2.88 m² 2.88 m² 122,000.00 351,360.00 351,360.00 122,200.00
Pasangan 1/2 Bata 1 Pc : 2 Psr 49.59 m² 49.59 m² 113,300.00 5,618,547.00 5,618,547.00 113,600.00
Plasteran 1 Pc : 2 Psr 49.59 m² 49.59 m² 79,700.00 3,952,323.00 3,952,323.00 80,500.00
Kanstin 155.00 bh 155.00 bh 60,000.00 9,300,000.00 9,300,000.00 60,000.00
Relief 61.70 m' 61.70 m' 260,000.00 16,042,000.00 16,042,000.00 260,000.00
Pengecatan 24.80 m² 24.80 m² 30,600.00 758,727.00 758,727.00 30,700.00
Tanah Urug 52.93 m³ 52.93 m³ 81,900.00 4,334,557.50 4,334,557.50 82,530.00
JUMLAH HARGA PEKERJAAN 2,198,266,331.04 2,198,266,331.04
PPN 10 % 219,826,633.10 219,826,633.10
JUMLAH TOTAL 2,418,092,964.14 2,418,092,964.14
DIBULATKAN 2,418,092,000.00 2,418,092,000.00
KOREKSI ARITMATIK PELELANGAN PASCA KUALIFIKASIPOKJA I ULP KABUPATEN ACEH TAMIANG
SUMBER DANA APBK TAHUN ANGGARAN 2015
KET OE
(Rp)
10,000,000.00 99.00%
1,512,608.84 99.02%
673,002.53 100.00%
2,291,242.18 100.00%
2,301,270.40 99.84%
1,826,232.94 99.02%
508,855.57 100.00%
3,054,989.57 100.00%
2,492,635.60 99.84%
22,496,075.20 99.02%
12,973,785.83 100.00%
47,006,880.01 100.00%
20,061,125.70 99.08%
28,210,236.60 99.84%
17,754,566.40 99.02%
24,080,897.69 100.00%
3,758,840.80 100.00%
55,105,336.00 99.93%
33,176,000.00 100.00%
6,522,900.00 99.02%
27,876,930.66 100.00%
1,346,210.00 100.00%
7,985,770.00 99.84%
1,227,840.00 99.02%
1,582,781.31 100.00%
32,960.00 100.00%
195,520.00 99.84%
5,600,000.00 100.00%
1,227,840.00 99.02%
1,582,781.31 100.00%
32,960.00 100.00%
195,520.00 99.84%
5,600,000.00 100.00%
1,227,840.00 99.02%
1,582,781.31 100.00%
32,960.00 100.00%
195,520.00 99.84%
5,600,000.00 100.00%
% HARGA SATUAN
PENAWARAN TERHADAP OE
KET OE
(Rp)
% HARGA SATUAN
PENAWARAN TERHADAP OE
128,378,797.50 99.72%
22,434,127.80 99.72%
147,111,132.12 99.72%
157,771,595.70 99.68%
122,802,129.90 99.75%
5,527,104.00 99.43%
50,449,646.40 99.74%
73,811,174.50 99.01%
37,306,467.20 99.74%
57,094,142.00 99.01%
15,812,226.40 99.62%
10,732,582.00 99.01%
5,700,000.00 100.00%
3,000,000.00 100.00%
2,400,000.00 100.00%
32,000,000.00 100.00%
12,000,000.00 100.00%
10,200,000.00 100.00%
1,800,000.00 100.00%
1,200,000.00 100.00%
1,200,000.00 100.00%
11,900,000.00 100.00%
5,700,000.00 100.00%
3,000,000.00 100.00%
3,000,000.00 100.00%
2,460,000.00 100.00%
10,200,000.00 100.00%
1,800,000.00 100.00%
1,200,000.00 100.00%
1,200,000.00 100.00%
11,900,000.00 100.00%
72,981,347.79 99.62%
15,234,500.00 100.00%
231,943,027.68 99.62%
16,309,500.00 100.00%
4,200,000.00 100.00%
14,345,835.00 99.46%
4,745,650.00 99.54%
1,500,000.00 100.00%
4,200,000.00 100.00%
150,000.00 100.00%
18,617,410.00 99.46%
5,717,094.24 99.54%
KET OE
(Rp)
% HARGA SATUAN
PENAWARAN TERHADAP OE
2,076,240.00 100.00%
1,184,950.00 100.00%
815,950.00 100.00%
249,246.67 100.00%
129,600.00 100.00%
50,400.00 100.00%
336,000.00 100.00%
62,800.00 100.00%
87,000.00 100.00%
36,000.00 100.00%
150,000.00 100.00%
3,061,333.33 100.00%
1,009,400.00 100.00%
1,772,633.33 100.00%
330,800.00 100.00%
125,000.00 100.00%
71,400.00 100.00%
125,600.00 100.00%
1,000,000.00 100.00%
1,250,000.00 100.00%
16,000,000.00 100.00%
150,000.00 100.00%
11,900,000.00 100.00%
108,000.00 100.00%
76,000.00 100.00%
275,000.00 100.00%
220,000.00 100.00%
2,175,000.00 100.00%
825,500.00 100.00%
6,750,000.00 100.00%
11,900,000.00 100.00%
135,000.00 100.00%
76,000.00 100.00%
275,000.00 100.00%
220,000.00 100.00%
2,175,000.00 100.00%
1,079,500.00 100.00%
7,500,000.00 100.00%
32,398,958.63 99.67%
29,167,213.47 99.67%
2,190,085.40 100.00%
4,987,500.00 100.00%
4,987,500.00 100.00%
8,676,235.15 100.00%
20,900,000.00 100.00%
20,969,100.00 99.82%
24,256,929.60 99.67%
34,527,682.14 99.67%
4,249,845.60 99.77%
4,752,608.40 100.00%
6,440,000.00 100.00%
57,600,000.00 100.00%
60,300,000.00 100.00%
KET OE
(Rp)
% HARGA SATUAN
PENAWARAN TERHADAP OE
9,800,000.00 100.00%
50,122,220.81 100.00%
3,391,278.80 98.75%
1,761,226.50 98.96%
2,976,766.64 100.00%
1,032,567.73 100.00%
1,005,298.67 99.84%
308,286.00 98.96%
1,327,282.06 100.00%
240,988.25 100.00%
351,936.00 99.84%
5,633,424.00 99.74%
3,991,995.00 99.01%
9,300,000.00 100.00%
16,042,000.00 100.00%
761,206.50 99.67%
4,367,900.25 99.24%
2,204,551,575.62
220,455,157.56
2,425,006,733.18 99.72%
2,425,000,000.00 99.72%
