1-BOQ.xls

STA penangananI. RENCANA PENANGANAN BADAN JALANPanjang Fungsional = 52.182 KM ( Sta. 3 + 850 s/d Sta. 56 + 032 )22.419 KM (Ovelay dan Widening)29.763 KM (Full Reconstuction)Lebar Badan Jalan 4.5 m + Bahu 1.0 mA.BOX CULKVERT1.Bo Culvert 2,0m x 2,0mSta.51+437,9242.Bo Culvert 2,0m x 2,0mSta.52+530,563B.RETAINING WALL ( SRTUCTURE BADAN JALAN)1.Sta.50+575s/dSta.50+7502.Sta.50+815s/dSta.50+845Ctt : H=3.0 m ; 4.0 m dan 5.0 mC.UTILITIES RELOCATIONSta.3+850s/dSta.42+800D.CLEARING AND GRUBBINGSta.3+850s/dSta.56+000(Kr/kn)E.BRONJONGSta.5+475Sta.5+500Sta.5+525Sta.5+925Sta.27+200Sta.27+225Sta.27+425Sta.41+800Sta.43+300s/dSta.43+425Sta.43+400F.PAS. BATU DAN DRAINASE BAHU JALANSta.3+850s/dSta.56+000G.PAS. BATU RETAINING WALL (TEBING)Sta.4+425s/dSta.4+927Sta.5+675Sta.6+100s/dSta.6+125Sta.7+450s/dSta.7+525Sta.8+725Sta.8+900s/dSta.8+975Sta.10+325s/dSta.10+350Sta.12+650s/d..

BELI alatBIAYA ALAT PEKERJAAN ASPHALT PAVEMENTPAKET SIMPANG KRAFT - BATAS ACEH TENGAHUraianSatVolumeHarga Sat (non BBM - Op)Jml Harga Alat (non BBM-Op)Harga Sat (BBM+Op)Jml Harga Alat (BBM-Op)DIVISION 6. ASPHALT PAVEMENTPrime CoatLitre215,661.0011,474.192,474,535,289.590.0PERALATAN1Asp. DistributorLitre215,661.00361.7778,019,685.15842.75181,747,234.622CompressorLitre215,661.00104.6722,572,597.65470.96101,568,359.31Tack CoatLitre76,000.0011,243.12854,477,120.000.0PERALATAN1Asp. DistributorLitre76,000.00361.7727,494,521.82842.7564,048,621.822CompressorLitre76,000.00104.677,954,694.74470.9635,793,190.74Asphaltic Concrete-Wearing Course (AC-WC) 4 cm (Fine/Coarse)M2235,500.0088,948.0920,947,275,195.000.0PERALATAN1Wheel LoaderM2235,500.00681.75160,551,877.731,084.51255,402,446.482AMPM2235,500.002,565.01604,059,223.868,213.951,934,384,593.863GensetM2235,500.00321.0175,596,997.78692.93163,186,041.784Dump TruckM2235,500.00447.43105,369,714.133,773.44888,646,246.635Asp. FinisherM2235,500.00976.03229,854,818.201,347.96317,443,862.206Tandem RollerM2235,500.00461.27108,628,479.77797.34187,774,142.277P. Tyre RollerM2235,500.001,186.59279,442,827.651,981.97466,754,228.90Asphaltic Concrete-Binder Course (AC-BC) (Fine/Coarse)M320,351.002,121,363.6643,171,871,844.660.0PERALATAN1Wheel LoaderM320,351.0028,060.79571,065,071.8044,638.49908,437,936.082AMPM320,351.0064,125.181,305,011,599.23205,348.684,179,051,047.733GensetM320,351.008,025.16163,320,010.8117,323.36352,547,679.014Dump TruckM320,351.009,549.74194,346,833.4780,538.741,639,043,870.715Asp. FinisherM320,351.0024,400.72496,579,130.0533,698.92685,806,798.256Tandem RollerM320,351.007,810.80158,957,492.0613,501.67274,772,387.437P. Tyre RollerM320,351.0011,882.65241,823,811.5319,847.63403,919,068.64Asphaltic Concrete-Binder Course Levelling (AC-BC (L)Mod) (Fine/Coarse)Tonne2,800.00911,731.442,552,848,032.000.0PERALATAN1Wheel LoaderTonne2,800.0014,971.2141,919,379.4423,815.8766,684,440.042AMPTonne2,800.0028,535.7179,899,978.0291,380.16255,864,459.023GensetTonne2,800.003,571.209,999,348.117,708.8921,584,905.314Dump TruckTonne2,800.008,682.3324,310,534.6073,223.35205,025,376.605Asphalt FinisherTonne2,800.0010,858.3230,403,301.8514,996.0241,988,859.056Tandem RollerTonne2,800.004,043.7811,322,577.856,990.0419,572,098.857P. Tyre RollerTonne2,800.004,228.2811,839,197.347,062.5219,775,048.34REKAP TOTAL HARGA ALAT UNTUK ASPHALT PAVEMENT1Asp. Distributor105,514,206.97245,795,856.442Compressor30,527,292.39137,361,550.043Wheel Loader773,536,328.961,230,524,822.594AMP1,988,970,801.116,369,300,100.615Genset248,916,356.70537,318,626.106Dump Truck324,027,082.202,732,715,493.947Asp. Finisher756,837,250.101,045,239,519.508Tandem Roller278,908,549.67482,118,628.549P. Tyre Roller533,105,836.53890,448,345.88: SIMPANG KRAFT - BATAS ACEH TENGAH (Sta. 065 + 000 - 104 + 650)

JUMLAH HariDAFTAR KUANTITAS DAN HARGAJUMLAH HARI PELAKSANAANMATA PEMBAYARANPERKIRAAN KUANTITASJumlahKETERANGANURAIANSATUANDIVISI 1. UMUM0.00.01.2MobilisasiLs1.000.00.00.01.8Manajemen dan Keselamatan Lalu LintasLs1.00Selama Pelaksanaan0.0Selama Pelaksanaan1.18 (1)Relokasi Utilitas dan Pelayanan Telkom yang adaBh0.00.01.18 (2)Relokasi Utilitas dan Pelayanan Lalin yang adaM1200.0014.00Hari0.0Hari1.18 (3)Relokasi Utilitas dan Pelayanan PDAM yang adaM1Hari0.0Hari1.18 (3)Relokasi Utilitas dan Pelayanan PLN yang adaBhHari0.0Hari1.18 (4)Relokasi Utilitas dan Pelayanan Gas yang adaLsHari0.0Hari1.18 (5)Relokasi Utilitas dan Pelayanan Lain yang adaLsHari0.0Hari1.18 (8)Relokasi Tiang Lampu Penerangan JalanBh8.0021.00Hari0.0Hari1.20.1Pengeboran, Termasuk SPT dan laporanM1Hari0.01.20.2Sondir termasuk laporanM1Hari0.01.21Manajemen MutuLsHari0.00.00.0Jumlah Harga Penawaran DIVISI 1 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.0DIVISI 2. DRAINASE0.00.02.1Galian untuk Selokan Drainase dan Saluran AirM318,006.300.00.02.2Pasangan Batu dengan MortarM3421,841.710.00.02.3.1Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 50 cmM1405,315.550.02.3.2Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 50 - 70 cmM1586,861.940.02.3.3Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 70 - 100 cmM1914,394.530.02.3.4Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 100-130 cmM11,007,494.360.02.3 (5)Gorong-Gorong Beton Tanpa Tulang Diameter Dalam 20-30 CmM10.02.3.5Gorong2 Pipa Baja BergelombangTon0.02.3.6Gorong-Gorong Pipa Beton Tanpa Tulangan diameter dalam 20 cmM10.02.3.7Gorong-Gorong Pipa Beton Tanpa Tulangan diameter dalam 25 cmM10.02.3.8Gorong-Gorong Pipa Beton Tanpa Tulangan diameter dalam 30 cmM10.02.3.9Saluran berbentuk U Tipe DS 1M'0.02.3.10Saluran berbentuk U Tipe DS 2M'0.02.3.11Saluran berbentuk U Tipe DS 3M'0.02.3.12Beton K250 (fc' 20) Untuk struktur drainase beton minorM30.02.3.13Baja Tulangan Untuk Struktur Drainase Beton MinorKg0.02.3.14Pasangan Batu Tanpa Adukan (Aanstamping)M30.02.4.1Bahan Porous untuk Bahan Penyaring (Filter)M30.02.4.2Anyaman Filter PlastikM20.02.4.3Pipa Berlubang Banyak (Perforated Pipe) Untuk Pekerjaan DrainaseM10.0Bawah Permukaan0.00.0Jumlah Harga Penawaran DIVISI 2 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.00.0DIVISI 3. PEKERJAAN TANAH0.00.00.03.1.1Galian BiasaM3360.00190.00Hari0.0Hari3.1.2Galian BatuM30.00.03.1.3Galian Struktur dengan Kedalaman 0 - 2 meterM3500.000.0Hari0.0Hari3.1.4Galian Struktur dengan Kedalaman 2 - 4 meterM3500.000.0Hari0.0Hari3.1.5Galian Struktur dengan Kedalaman 4 - 6 meterM3Hari0.0Hari3.1.6Cofferdam, Penyokong, Pengaku dan Pekerjaan yang berkaitanBuahHari0.0Hari3.1.6Galian Perkerasan Beraspal Dengan Cold Milling MachineM3Hari0.0Hari3.1.7Galian Perkerasan Beraspal Tanpa Cold Milling MachineM335.000.0Hari0.0Hari3.1.8Galian perkerasan BerbutirM3Hari0.03.1.9Galian perkerasan BetonM3Hari0.0Hari3.2.1Timbunan BiasaM32,500.000.0Hari0.0Hari3.2.2Timbunan PilihanM33,801.000.0Hari0.0Hari3.2.3Timbunan Pilihan BerbutirM3Hari0.0Hari3.3Penyiapan Badan JalanM210,860.000.0Hari0.0Hari3.4.1Pembersihan dan Pengupasan LahanM20.00.03.4.2Pemotongan Pohon Pilihan Diameter 15 - 30 cmPohon0.00.03.4.3Pemotongan Pohon Pilihan Diameter 30 - 50 cmPohon0.00.03.4.4Pemotongan Pohon Pilihan Diameter 50 - 75 cmPohon0.00.03.4.5Pemotongan Pohon Pilihan Diameter >75 CmPohon0.00.00.0Jumlah Harga Penawaran DIVISI 3 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.0DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN0.00.04.2.1Lapis Pondasi Agregat Kelas AM3300.0025.00Hari0.04.2.2Lapis Pondasi Agregat Kelas BM3400.0017.00Hari0.04.2.3Semen Untuk Lapis Pondasi Semen TanahTon0.04.2.4Lapis Pondasi Semen TanahM30.04.2.5Agregat Penutup BURTUM20.04.2.6Bahan Aspal Untuk Pekerjaan PelaburanLiter0.04.2.7Lapis Resap PengikatLiter0.00.00.00.0Jumlah Harga Penawaran DIVISI 4 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.00.0DIVISI 5. PERKERASAN BERBUTIR0.00.05.1.1Lapis Pondasi Agregat Kelas AM31,086.00111.00Hari0.0Hari5.1.2Lapis Pondasi Agregat Kelas BM31,448.00105.00Hari0.0Hari5.1.3Lapis Pondasi Agregat Kelas SM30.05.2.1Lapis Pondasi Agregat Kelas CM30.05.3.1Perkerasan Beton SemenM30.05.3.2Perkerasan Beton Semen dengan Anyaman Tulangan TunggalM30.05.3.3Lapis Pondasi bawah beton KurusM30.05.4.1Semen Untuk Lapis Pondasi Semen TanahTon0.05.4.2Lapis Pondasi Tanah SemenM30.05.5 (1)Lapis Beton Semen Pondasi Bawah (Cement Treated Sub Base (CTSB))M30.05.5 (2)Lapis Pondasi Agregat Dengan Cement Treated Base (CTB)M30.00.00.0Jumlah Harga Penawaran DIVISI 5 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.0DIVISI 6. PERKERASAN ASPAL0.00.06.1 (1)(a)Lapis Resap Pengikat - Aspal CairLiter5,430.0039.00Hari0.0Hari6.1 (1)(b)Lapis Resap Pengikat - Aspal EmulsiLiterHari0.0Hari6.1 (2)(a)Lapis Perekat - Aspal CairLiter3,526.0014.00Hari0.0Hari6.1 (2)(b)Lapis Perekat - Aspal EmulsiLiterHari0.0Hari6.1 (2)(c)Lapis Perekat - Aspal Emulsi ModifikasiLiterHari0.0Hari6.2 (1)Agregat Penutup BURTUM2Hari0.0Hari6.2 (2)Agregat Penutup BURDAM2Hari0.0Hari6.2 (3)(a)Bahan Aspal untuk Pekerjaan Pelaburan yang diencerkanLiterHari0.0Hari6.2 (3)(b)Bahan Aspal untuk Pekerjaan PelaburanLiterHari0.0Hari6.2 (4)(a)Bahan Aspal Modifikasi untuk Pekerjaan PelaburanLiterHari0.0Hari6.2 (4)(b)Aspal Emulai Cair untuk PrecoatedLiterHari0.0Hari6.2 (4) ( c )Aspal Emulai untuk PrecoatedLiterHari0.0Hari6.2 (4) (d)Aspal Emulai Modifikasi untuk PrecoatedLiterHari0.0Hari6.2 (4) (e)Bahan Anti PengelupasanLiterHari0.0Hari6.3 (1)Latasir Kelas A (SS - A)M2Hari0.0Hari6.3 (2)Latasir Kelas B (SS - B)M2Hari0.0Hari6.3 (3a)Lataston Lapis Aus (HRS-WC) 3.0 cm (Gradasi Senjang/semi Senjang)TonHari0.0Hari6.3 (3b)Lataston Lapis Aus Perata (HRS-WC(L)) (Gradasi Senjang/semi Senjang)TonHari0.0Hari6.3. 4aLataston Lapis Pondasi (HRS-Base) (Gradasi Senjang/semi Senjang)TonHari0.0Hari6.3. 4bLataston Lapis Pondasi Perata (HRS-Base(L)) (Gradasi Senjang/semi Senjang)TonHari0.0Hari6.3 (5a)Laston Lapis Aus (AC-WC) (gradasi halus/kasar)Ton920.85825.00Hari0.0Hari6.3 (5b)Laston Lapis Aus Modifikasi (AC-WC Mod) (gradasi halus/kasar)Ton0.00.06.3 (5c)Laston Lapis Aus Perata (AC-WC (L)) (gradasi halus/kasar)Ton0.00.06.3 (5d)Laston Lapis Aus Perata (AC-WC (L)Mod) (gradasi halus/kasar)Ton0.00.06.3 (6a)Laston Lapis Antara (AC-BC) (gradasi halus/kasar)Ton1,300.2852.00Hari0.0Hari6.3 (6b)Laston Lapis Antara Modifikasi (AC-BC Mod.) (gradasi halus/kasar)Ton52.000.00.06.3 (6c)Laston Lapis Antara Perata (AC-BC(L)) (gradasi halus/kasar)Ton52.000.00.00.06.3 (6d)Laston Lapis Antara Modifikasi Perata (AC-BC (L)Mod) (gradasi halus/kasar)Ton52.000.00.06.3 (7a)Laston Lapis Pondasi (AC-Base) (Gradasi halus/kasar)Ton52.000.00.00.06.3 (7b)Laston Lapis Pondasi Modifikasi (AC-Base Mod) (Gradasi halus/kasar)Ton52.000.00.06.3 (7c)Laston Lapis Antara Perata (AC-Base (L)) (Gradasi halus/kasar)Ton52.000.00.06.3 (7d)Laston Lapis Antara Modifikasi Perata (AC-Base (L)Mod) (Gradasi halus/kasar)Ton52.000.00.052.000.052.000.052.00DIVISI 6 berlanjut ke halaman berikut.0.052.000.052.000.06.3.8.aAspal MinyakTon129.53Ikut AC-WC/AC-BC0.0Ikut AC-WC/AC-BC6.3.9Aditif Anti PengelupasanKg269.71Ikut AC-WC/AC-BC0.0Ikut AC-WC/AC-BC6.3.10Bahan pengisi (Filler) tambahanKg46,342.60Ikut AC-WC/AC-BC0.0Ikut AC-WC/AC-BC6.4 (1)LasbutagM20.00.06.4 (2)Latasbusir Kelas AM20.00.06.4 (3)Latasbusir Kelas BM20.06.4 (4)Bitumen AsbutonTon0.06.4 (5)Bitumen Bahan PeremajaTon0.06.4 (6)Bahan Anti Pengelupasan (anti Stripping Agent)Liter0.06.5Campuran Aspal Dingin Untuk PelapisanM30.06.6.1Lapis Permukaan Penetrasi MacadamM30.06.6.2Lapis Fondasi atau Perata Penetrasi MacadamM30.00.00.0Jumlah Harga Penawaran DIVISI 6 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.0DIVISI 7. STRUKTUR0.00.00.00.07.1 (1)Beton Mutu Tinggi dengan fc' = 50 MPa (K-600)M30.00.07.1 (2)Beton Mutu Tinggi dengan fc' =45 MPa (K-500)M30.00.07.1 (3)Beton Mutu Tinggi dengan fc' = 40 MPa (K-450)M30.00.07.1 (4)Beton Mutu Tinggi dengan fc' = 35 MPa (K-400)M30.00.07.1 (5)Beton Mutu Sedang dengan fc' = 30 MPa (K-350)M3341.400.0Hari0.0Hari7.1 (6)Beton Mutu Sedang dengan fc' = 25 MPa (K-300)M3401.500.0Hari0.0Hari7.1 (7)Beton Mutu Sedang dengan fc' = 20 MPa (K-250)M32,843.52215.00Hari0.0Hari7.1 (8)Beton Mutu Rendah dengan fc' = 15 MPa (K-175)M3826,585.19Hari0.0Hari7.1 (9)Beton Siklop fc' = 15 MPa (K-175)M3620,245.92Hari0.0Hari7.1 (10)Beton Mutu Rendah dengan fc' = 10 MPa (K-125)M325.0017.00Hari0.0Hari7.2 (1)Unit Pracetak Gelagar Tipe I0.00.07.2 (1)(a) Bentang 16,6 Meter (termasuk Pengangkutan & erection)Buah0.00.00.07.2 (1)(b) Bentang 25,6 MeterBuah36.00130.00Hari0.0Hari7.2 (1)(c) Bentang 35 MeterBuahHari0.0Hari7.2 (1)(d) Bentang ... MeterBuahHari0.0Hari7.2 (2)Unit Pracetak Gelagar Tipe UHari0.0Hari7.2 (2)(a) Bentang 16 MeterBuahHari0.0Hari7.2 (2)(b) Bentang 25 MeterBuahHari0.0Hari7.2 (2)(c) Bentang 35 MeterBuahHari0.0Hari7.2 (2)(d) Bentang ......MeterBuahHari0.0Hari7.2 (3)Unit Pracetak Gelagar Tipe VHari0.0Hari7.2 (3)(a) Bentang 16 MeterBuahHari0.0Hari7.2 (3)(b) Bentang 25 MeterBuahHari0.0Hari7.2 (3)(c) Bentang 35 MeterBuahHari0.0Hari7.2 (3)(d) Bentang ......MeterBuahHari0.0Hari7.2 (4)Baja PrategangKgHari0.0Hari7.2 (5)Plat Berongga (Hollow Slab) Pracetak Bentang 21 MeterBuahHari0.0Hari7.2 (6)Beton Diafragma K350 (fc' 30 MPa)Termasuk pekerjaan penegangan setelahM3Hari0.0HariPengecoran (post-tension)Hari0.0Hari7.2 (6)aUnit Pracetak Diafragma Bentang 25,6 meterBuah2,250,000.00Hari0.0Hari7.2 (7)Unit Pracetak Flat Slab Bentang 25,6 meterBuah750,000.00Hari0.0Hari7.2 (11)aPemasangan Unit Pracetak Gelagar Type Bentang 25.6 meterBuah50,000,000.00Hari0.0Hari7.3 (1)Baja Tulangan BJ 24 PolosKg394,936.251,333.00Hari0.0Hari7.3 (2)Baja Tulangan BJ 32 PolosKg30,575.2012,651.00Hari0.0Hari7.3 (3)Baja Tulangan BJ 32 UlirKg645,352.0069.00Hari0.0Hari7.3 (4)Baja Tulangan BJ 39 UlirKg13,264.65Hari0.0Hari7.3 (5)Baja Tulangan BJ 48 UlirKgHari0.0Hari7.3 (6)Ayaman Kawat Yang dilas (Welded Wire Mesh)KgHari0.0Hari7.43 (18)Pengecatan GalvanisM2120.000.0Hari0.0Hari7.43 (18)aPengecatan Galvanis Non GalvanisM272,486.750.00.00.07.4 (1)Baja Struktur BJ 34 (titik Leleh 210 MPa),Penyediaan dan pemasanganKg0.00.07.4 (2)Baja Struktur BJ 37 (titik Leleh 240 MPa),Penyediaan dan pemasanganKg0.00.07.4 (3)Baja Struktur BJ 41 (titik Leleh 250 MPa),Penyediaan dan pemasanganKg0.00.07.4 (4)Baja Struktur BJ 50 (titik Leleh 290 MPa),Penyediaan dan pemasanganKg0.00.07.4 (5)Baja Struktur BJ 55 (titik Leleh 410 MPa),Penyediaan dan pemasanganKg0.00.07.4 (6)Pengadaan Struktur Jembatan Rangka Baja0.00.0a) Panjang 40 m, Lebar 9 mKg0.00.0b) Panjang 45 m, Lebar 9 mKg0.00.0c) Panjang 50 m, Lebar 9 mKg0.00.0d) Panjang 60 m, Lebar 9 mKg0.00.0e) Panjang..m, Lebar 9 mKg0.00.07.4 (7)Pemasangan Jembatan Baja PabrikasiBuah0.00.00.00.0DIVISI 7 berlanjut ke halaman berikut.0.00.00.00.07.4 (8)Pengangkutan Bahan Jembatan Rangka BajaBuah0.00.07.5 (1)Pemasangan Jembatan Rangka BajaBuah0.00.07.5 (2)Pengangkutan Bahan JembatanBuah0.00.07.6 (1)Fondasi Cerucuk, Pengadaan dan PemancanganM10.00.07.6 (2)Pengadaan Tiang Pancang Kayu Tanpa Pengawetan. Ukuran....M10.00.07.6 (3)Pengadaan Tiang Pancang Kayu Dengan Pengawetan. Ukuran....M10.00.07.6 (4)Pengadaan Tiang Pancang Baja Ukuran :0.00.0a) Diameter 400 mm tebal 10 mmKg0.00.0b) Diameter 600 mm tebal 12 mmKg0.00.0c) Diameter 1000 mm tebal 16 mmKg0.00.0(d) Diameter 500 mmKg24,300.840.00.00.07.6 (5)Pengadaan Tiang Pancang Beton Bertulang Pracetak ukuran/diameter :0.00.0a) 350 mm x 350 mmM10.00.0b) 400 mm x 400 mmM10.00.0c) 450 mm x 450 mmM10.00.0(d) Diameter 500 mmM21,005,502.080.00.00.07.6 (6)Pengadaan Tiang Pancang Beton Prategang Pracetak ukuran/diameter..0.00.0a) Diameter 350 mmM10.00.0b) Diameter 400 mmM10.00.0c) Diameter 450 mmM10.00.0d) Diameter 500 mmM10.00.07.6 (6)aPengadaan Sheet Pile Datar Ukuran (220 mm x 500 mm)M17,680.000.0Hari0.0Hari7.6 (7)Pemancangan Tiang Pancang Kayu Ukuran ......M1Hari0.0Hari7.6 (8)Pemancangan Tiang Pancang Beton Bertulang Pracetak. Ukuran :Hari0.0Haria) 350 mm x 350 mmM1Hari0.0Harib) 400 mm x 400 mmM1Hari0.0Haric) 450 mm x 450 mmM1Hari0.0Hari(d) Diameter 500 mmM1214,690.74Hari0.0Hari7.6 (9)Pemancangan Tiang Pancang Beton Prategang Pracetak ukuran....Hari0.0Haria) 350 mm x 350 mmM1Hari0.0Harib) 400 mm x 400 mmM1Hari0.0Haric) 450 mm x 450 mmM1Hari0.0Harid) Diameter 500 mmM1Hari0.0Hari7.6 (9)aPemancangan Sheet Pile Datar Ukuran (220 mm x 500 mm)M14,800.000.0Hari0.0Hari7.6 (10)Pemancangan Tiang Pancang Pipa Baja Ukuran.....0.0Hari0.0Hari(a) Diameter 400 mm tebal 10 mmM10.0Hari0.0Hari(b) Diameter 600 mm tebal 12 mmM10.0Hari0.0Hari(c) Diameter 1000 mm tebal 16 mmM10.0Hari0.0Hari(d) Diameter 500 mmM10.0Hari0.0Hari7.6 (10) aTiang Bor Pile Baja ukuran 1.2 meterM1968.00120.00HariHari7.6 (11)Cassing Tiang Bor Baja Ukuran 1200 mmM12,054,652.00HariHari7.6 (12)Tambahan biaya untuk no. Mata Pembayaran 7.6(10)a bila tiang bor baja dikerjakan di airM1968.000.0HariHari7.6 (13)Tambahan biaya untuk no. Mata Pembayaran 7.6(11) bila tiang bor dikerjakan diairM1Hari0.0Hari7.6 (14)Tiang uji ukuran .......... Jenis ......M1Hari0.0Hari7.6 (15)Pengujian pembebanan Statis Pada tiang ukuran/diameter .......Hari0.0Hari(a) Cara Meja BebanBuahHari0.0Hari(b) Cara DongkrakBuahHari0.0Hari7.6 (16)Pengujian pembebanan Dinamis JnisTitik8.001.00Hari0.0Hari(a) PDA (Pile Driving Analisys)BuahHari0.0Hari(b) PDLT ( Pile Dynamic Load test)BuahHari0.0Hari7.6 (17)Pengujian Keutuhan Tiang Dengan Pile Integrated TestBuahHari0.0Hari7.7 (1)Pengadaan Dinding Sumuran Silinder, Diameter .......M1Hari0.0Hari7.7 (2)Penurunan Dinding Sumuran Silinder, Diameter ...........M1Hari0.0Hari7.9Pasangan Batu (DPT)M3300.0055.00Hari0.0Hari7.10 (1)Pasangan Batu Kosong Yang Diisi AdukanM3360,409.90Hari0.0Hari7.10 (2)Pasangan Batu KosongM3Hari0.0Hari7.10 (3)BronjongM3800.00191.00Hari0.0Hari7.11 (1)Expansion Joint Tipe Asphaltic PlugM1Hari0.0Hari7.11 (2)Expansion Joint Tipe Rubber 1 (celah 21 mm - 41 mm)M1Hari0.0Hari7.11 (3)Expansion Joint Tipe Rubber 2 (celah 32 mm - 62 mm)M1Hari0.0Hari7.11 (4)Expansion Joint Tipe Rubber 3 (celah 42 mm - 82 mm)M1411.000.0Hari0.0Hari7.11 (5)Joint Filler untuk sambungan konstruksiM1Hari0.0Hari7.11 (6)Expansion Joint tipe baja bersudutM1Hari0.0Hari7.12 (1)Perletakan LogamBuahHari0.0Hari7.12 (2)Perletakan Elastomer Jenis 1 (300 x 350 x 36 )BuahHari0.0Hari7.12 (3)Perletakan Elastomer Jenis 2 (280 x 400 x 46 )BuahHari0.0Hari7.12 (4)Perletakan Elastomer Jenis 3 (400 x 450 x 45 )BuahHari0.0Hari7.12 (5)Perletakan StripM1Hari0.0Hari7.13.aPipa Sandaran (Railing) Type 1M1316.000.0Hari0.0Hari7.13.bPipa Sandaran (Railing) Type 2M1316.000.0Hari0.0Hari7.13.cTiang Sandaran Besi Plat Baja Type 1Buah14.000.0Hari0.0Hari7.13.dTiang Sandaran Besi Plat Baja Type 2Buah14.000.0Hari0.0Hari7.13.eDudukan Tiang Sandaran (Beton K -250)M333.760.0Hari0.0Hari7.14Papan Nama JembatanBuah2.000.0Hari0.0Hari7.15 (1)Pembongkaran Pasangan BatuM3134,798.220.00.00.00.00.0DIVISI 7 berlanjut ke halaman berikut.0.00.00.00.07.15 (2)Pembongkaran BetonM3325.513.00Hari0.0Hari7.15 (3)Pembongkaran Beton pratekanM3Hari0.0Hari7.15 (4)Pembongkaran Bangunan gedungM2Hari0.0Hari7.15 (5)Pembongkaran rangka BajaM2Hari0.0Hari7.15 (6)Pembongkaran Balok Baja (steel Stringers)M1Hari0.0Hari7.15 (7)Pembongkaran Lantai Jembatan KayuM2Hari0.0Hari7.15 (8)Pembongkaran Jembatan KayuM2Hari0.0Hari7.15 (9)Pengangkutan Hasil Bongkaran yang Melebihi 5 Km.M3/KmHari0.0Hari7.16Pipa Cucuran BajaM1150,000.00Hari0.0Hari7.19Pengadaan dan Pemasangan Geoktekstil Non WovenM21,600.0016.00Hari0.0Hari0.00.00.00.0Jumlah Harga Penawaran DIVISI 7 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.00.00.00.00.0DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR0.00.00.00.08.1 (1)Lapis Pondasi agregat Kelas A untuk Pekerjaan MinorM30.00.08.1 (2)Lapis Pondasi agregat Kelas B untuk Pekerjaan MinorM30.00.08.1 (3)Agregat untuk Perkerasan Tanpa Penutup Aspal untuk Pekerjaan MinorM3 (vol.Gembur)0.00.08.1 (4)Waterbound Macadam untuk Pekerjaan MinorM30.00.08.1 (5)Campuran Aspal Panas untuk Pekerjaan MinorM30.00.08.1 (6)Lasbutag atau Latasbusir untuk Pekerjaan minorM30.00.08.1 (7)Penetrasi Macadam untuk Pekerjaan MinorM30.00.08.1 (8)Campuran Aspal Dingin untuk Pekerjaan MinorM30.00.08.1 (9)Residu Bitumen untuk Pekerjaan MinorLiter0.00.08.2 (1)Galian untuk Bahu Jalan dan Pekerjaan Minor LainnyaM30.00.08.2 (2)Pembersihan dan Pembongkaran tanaman ( Diameter < 30 cm )M230,377.000.00.08.2 (3)Pemotongan pohon diameter 30 - 50 cmBuah0.00.08.2 (4)Pemotongan pohon diameter 50 - 75 cmBuah0.00.08.2 (5)Pemotongan pohon diameter > 75 cmBuah0.00.08.3.(1)Stabilisasi dengan tanamanM20.00.08.3.(2)Semak/perduM20.00.08.3.(3)Penanaman PohonBatang40.000.0Hari0.0Hari8.4.(1)Marka Jalan TermoplastikM2250.00300.00Hari0.0Hari8.4.(2)Marka Jalan Bukan TermoplastikM2Hari0.0Hari8.4. (3). (a)Rambu Jalan tunggal dengan Permukaan Pemantul Engineer GradeBuahHari0.0Hari8.4. (3). (b)Rambu Jalan ganda dengan Permukaan Pemantul Engineer GradeBuah1,002,980.16Hari0.0Hari8.4. (4). (a)Rambu Jalan tunggal dengan Pemantul High Intensity GradeBuah1,002,980.16Hari0.0Hari8.4. (4). (b)Rambu Jalan ganda dengan Pemantul High Intensity GradeBuahHari0.0Hari8.4.(5)Patok Pengarah (Deliniator)Buah20.00119.00Hari0.0Hari8.4 (6).(a)Patok KilometerBuahHari0.0Hari8.4 (6).(b)Patok HektometerBuahHari0.0Hari8.4 (7)Rel PengamanM1645,322.12Hari0.0Hari8.4 (8)Paku JalanBuahHari0.0Hari8.4 (9)Mata KucingBuahHari0.0Hari8.4 (10)(a)Kerb Pracetak jenis 1 (Peninggi/Mountable)Buah320.0077.00Hari0.0Hari8.4 (10)(b)Kerb Pracetak jenis 2 (Penghalang/Barrier)Buah100,000.00Hari0.0Hari8.4 (10)(b)1Pengecatan Kerb PracetakM2160.000.0Hari0.0Hari8.4 (10)(b)2Pengecatan Tembok BetonM2100.00335.00Hari0.0Hari8.4 (10)(b)Kerb Pracetak jenis 2 (Penghalang/ Barrier)BuahHari0.0Hari8.4 (10)(c)Kerb Pracetak jenis 3 (Kerb Berparit/Gutter)BuahHari0.0Hari8.4 (10)(d)Kerb Pracetak jenis 4 (Penghalang Berparit/Barrier Gutter) t=20 cmBuahHari0.0Hari8.4 (10)(e)Kerb Pracetak jenis 5 (Penghalang Berparit/Barrier Gutter) t=30 cmBuahHari0.0Hari8.4 (10)(f)Kerb Pracetak jenis 6 (Kerb dengan Bukaan)BuahHari0.0Hari8.4 (10)(g)Kerb Pracetak jenis 7a (Kerb pada Pelandaian Trotoar)BuahHari0.0Hari8.4 (10)(h)Kerb Pracetak jenis 7b (Kerb pada Pelandaian Trotoar)BuahHari0.0Hari8.4 (10)(i)Kerb Pracetak jenis 7c (Kerb pada Pelandaian Trotoar)BuahHari0.0Hari8.4 (11)(a)Pengecatan Kerb PracetakM2Hari0.0Hari8.4 (11)(b)Pengecatan Tembok BetonM2Hari0.0Hari8.4 (11)Kerb Yang Digunakan KembaliM1Hari0.0Hari8.4(12)Perkerasan Blok Beton pada Trotoar dan MedianM372.000.0Hari0.0Hari8.4(12)aPemasangan batu AndesitM2500,000.00Hari0.0Hari8.4(12)bPemasangam batu Tempel PalimananM2425,000.00Hari0.0Hari8.4(12)cBatu Tempel marmoM2460,000.00Hari0.0Hari8.4(13)Pipa Baja Untuk Pembuangan Air dari JembatanM162.000.0Hari0.0Hari8.5 (1)Pengembalian Kondisi Lantai Jembatan betonM2Hari0.0Hari8.5 (2)Pengembalian Kondisi Lantai Jembatan kayuM2Hari0.0Hari8.5 (3)Pengembalian Kondisi Pelapisan Permukaan Baja StrukturM2Hari0.0Hari8.6 (1)Kerb Pracetak Pemisah Jalan (Concrete Barier)M1Hari0.0Hari8.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium Sont 250 wattBuah8.000.0Hari0.0Hari8.7 (2)Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Sodium 250 wattBuah0.00.08.7 (3)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 250 wattBuah0.00.08.7 (4)Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Merkuri 250 wattBuah22,450,473.410.00.00.08.7 (5)aUnit Lampu Penerangan Jembatan Lengan Tunggal, Tipe Camar 1405Buah24,894,734.720.00.00.08.7 (6)bUnit Lampu Penerangan Jembatan Lengan Ganda, Tipe Camar 1405Buah0.00.08.7 (4)Panel KontrolBuah4,000,000.000.00.00.08.7 (4)aLampu Penerangan gelagar Kotak 1 M (RP Brige LED 1 M)Buah4,500,000.000.00.00.08.7 (4)bLampu Penerangan gelagar (Lampu selang LED)M1200,000.000.00.00.08.7.(5)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 wattBuah0.00.08.7.(6)Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Merkuri 400 wattBuah0.00.08.8(1)Pagar Pemisah Pedestrian Carbon SteelM10.00.08.8(2)Pagar Pemisah Pedestrian GalvanizedM10.00.08.9 (1)Pasangan Batu Bata Plester satu sisi (Pot Bunga)M2200,000.000.08.9 (2)Relief DindingM2300,000.000.08.9 (3)Relief Beton TiangMeter Panjang300,000.000.08.9 (4)Pasangan batu bataM290,000.000.08.9 (5)Plesteran pada Batu BataM280,000.000.08.9 (6)Plesteran Sikat pada TrotoarM2180,000.000.00.00.0Jumlah Harga Penawaran DIVISI 8 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.00.0DIVISI 9. PEKERJAAN HARIAN0.00.09.1MandorJam0.09.2Pekerja BiasaJam0.09.3Tukang Kayu, Tukang Batu, dsbJam0.09.4Dump Truck, kapasitas 3 - 4 M3Jam0.09.5Truk Bak datar 3 - 4 M3Jam0.09.6Truk Tangki 3000 - 4500 LiterJam0.09.7Bulldozer 100 - 150 PKJam0.09.8Motor Grader min 100 PKJam0.09.9Loader Roda Karet 1.0 - 1.6 M3Jam0.09.1Loader Roda Berantai 75 - 100 PKJam0.09.11Alat Penggali (Excavator) 80 - 140 PKJam0.09.12Crane 10 - 15 TonJam0.09.13Penggilas Roda Besi 6 - 9 TonJam0.09.14Penggilas Bervibrasi 5 - 8 TonJam0.09.15Pemadat Bervibrasi 1.5 - 3.0 PKJam0.09.16Penggilas Roda Karet 8 - 10 TonJam0.09.17Kompresor 4000 - 6500 Ltr/mntJam0.09.18Beton pengaduk (Molen) 0.3 - 0.6 M3Jam0.09.19Pompa Air 70 - 100 mmJam0.09.20Jack HammerJam0.00.09.21Lighting Equipment setJam0.00.00.00.0Jumlah Harga Penawaran DIVISI 9 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.00.0DIVISI 10. PEKERJAAN PEMELIHARAAN RUTIN0.00.010.1 (1)Pemeliharaan Rutin PerkerasanLS0.010.1 (2)Pemeliharaan Rutin Bahu JalanLS0.010.1 (3)Pemeliharaan Rutin Selokan, Saluran Air, Galian & TimbunanLS0.010.1 (4)Pemeliharaan Rutin Perlengkapan JalanLS0.010.1 (5)Pemeliharaan Rutin JembatanLS0.00.00.00.0Jumlah Harga Penawaran DIVISI 10 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)0.00.00.0Banda Aceh, 20 Juni 2012PT. Perapen Prima MandiriIr. MawardiDirektur Utama1/10/115/10/11

D.SimakLAMPIRAN PENAWARANDAFTAR LAMPIRAN-LAMPIRAN PENAWARANProject: ACEH RECONSTRUCTION PROJECT, ROAD SUB - PROJECT (JICA LOAN IP - 545)Package Name: KABAYAKAN - SP. KRAFT (STA. 3 + 850 - STA. 56 + 032)Location: KABUPATEN ACEH TENGAHNOURAIANTANDA PERIKSA1surat penawaran ;2Jaminan Penawaran asli;3daftar kuantitas dan harga;4surat kuasa5surat perjanjian kemitraan/kerja sama operasi (apabila ada);6dokumen penawaran teknis:1) metode pelaksanaan;2) jadwal waktu pelaksanaan;3) jenis, kapasitas, komposisi dan jumlah peralatan Utama;4) spesifikasi teknis5) daftar personil inti;yang berbeda dari yang ditetapkan);6) bagian pekerjaan yang akan disubkontrakkan;5) daftar personil inti;7) Formulir rekapitulasi perhitungan TKDN;6) bagian pekerjaan yang akan disubkontrakkan;8) dokumen isian kualifikasi; danformulir rekapitulasi perhitungan TKDN;7dokumen lain Yang Dipersyaratkan:1) Formulir Pra RK3K2) Daftar Barang yang diimpor (apabila ada)3) Analisa Teknis Satuan Pekerjaan4) Analisa Harga Satuan Pekerjaandokumen isian kualifikasi; dan8Daftar Harga Satuan Dasar Upah, Bahan, dan Peralatandokumen lain:9Analisa Harga Lump Sum untuk Mobilisasi1) Formulir Pra RK3K10Daftar Mobilisasi Peralatan2) Daftar Barang yang diimpor (apabila ada)11Item Pekerjaan Utama3) Analisa Teknis Satuan Pekerjaan4) Analisa Harga Satuan PekerjaanBanda Aceh, 20 Juni 2012PT. Perapen Prima MandiriIr. MawardiDirektur Utama

Rekap BiayaTerjemahan kedalam kalimatBILL OF QUANTITIESGRAND SUMMARY198,947,224,000.002satu dua tiga empat lima enam tujuh delapan sembilan sepuluh@1,360,251,400,000.00Exchange rates1.00$1.00Rp.113.80Rp.9,091.00Tanggal 29 Februariribu juta milyar triliyun@198947224000@DivisionDescriptionBID PRICEBID PRICEBID PRICEBID PRICE5,000,000,000.00@@@@@@500,000,000,000.00basic @0001@EquivalentEquivalentEquivalentEquivalent250,000,000,000.00perhitungan @0@(Rupiah)(Rupiah)(Rupiah)(Rupiah)angka @0sepuluh@@[email protected],433,050,000.00Rp.2,340,197,500.00Rp.2,481,711,000.00Rp.2,556,162,330.0070000000@[email protected],709,951,552.53Rp.2,574,453,974.90Rp.2,764,150,583.58Rp.2,847,075,101.0917,948.72@00@3EARTH WORKSRp.8,699,982,654.03Rp.8,264,983,521.34Rp.8,873,982,307.13Rp.9,140,201,776.34@0@4PAVEMENT WIDENING AND SHOULDERSRp.3,792,165,731.84Rp.3,602,557,445.25Rp.3,868,009,046.48Rp.3,984,049,317.87@@5GRANULAR RIGID PAVEMENTRp.24,161,577,278.40Rp.22,953,498,414.48Rp.24,644,808,823.97Rp.25,384,153,088.69@@6ASPHALT PAVEMENTRp.70,001,007,481.25Rp.66,500,957,107.19Rp.71,401,027,630.88Rp.73,543,058,459.80@[email protected],406,554,239.54Rp.50,736,226,527.56Rp.54,474,685,324.33Rp.56,108,925,884.06160,000,000,000.00@2dua [email protected],046,018,542.51Rp.5,743,717,615.38Rp.6,166,938,913.36Rp.6,351,947,080.76@dua ratusempat belas@9DAYWORK (NOT USED)Rp.0.0Rp.0.0Rp.0.0Rp.0.010ROUTINE MAINTENANCERp.900,000,000.00Rp.855,000,000.00Rp.918,000,000.00Rp.945,540,000.00220,000,000,000.0060,000,000,000.0030%200,000,000,000.00OE(A) Sub Total (Termasuk Keuntungan)Rp.172,150,307,480.10Rp.163,571,592,106.11Rp.175,593,313,629.72Rp.180,861,113,038.6130,634,662,000.0029,365,338,000.00(B) Value Added Tax (VAT) = 10 % of Sub Total ( A x 0.1)Rp.17,215,030,748.01Rp.16,357,159,210.61Rp.17,559,331,362.97Rp.18,086,111,303.86@2empat@(B) Be RoundedRp.172,150,307,000.00Rp.163,571,592,000.00Rp.175,593,313,000.00Rp.180,861,113,000.0013.925%86.075%@4dua puluh empat@BID COMPONENTS :(D) Foreign Cost Component (Yen) in Rupiah(Ax0.0088)Rp.1,514,922,705.82Rp.0.0Rp.266,010,297,807,832,000,000.00Rp.0.0(E) Foreign Cost Component (US $ ) in Rupiah(Ax0.0001)Rp.17,215,030.74Rp.0.0Rp.3,022,844,291,874,050,000.00Rp.0.0(F) Foreign Cost Component in Yen(D/Exchange Rate)13,312,150.310.00.00.0(G) Foreign Cost Component in (US $ )(E/Exchange Rate)US $1,893.63US $0.0US $0.0US $0.017,215,030,748.01ppn(H) Local Cost Component (C - D - E )Rp.170,618,169,263.44Rp.163,571,592,000.00Rp.-269,033,141,924,112,730,000.00Rp.180,861,113,000.00189,365,338,228.11300,000,000,000.000Pagu36.878%(i) Local Currency Component Of Bid Sum H, Including PPN, Written in Words :Rupiah(ii) Foreign Currency Component (Yen) Of Bid Sum F, Written in Words :Yen(iii) Foreign Currency Component (US $ ) Of Bid Sum G, Written in Words :US $(iv) Rupiah Equivalent of Total Bid Sum C, Including PPN, Written in Words :Rupiah(v) Exchange rate, as specified by the Employer, used for Duration of the Contract to Compute the ForeignCurrency component in Yen and/or US $ :One Yen =113.80Rupiah,and/or one US $ =9,091.00RupiahPPn 10%Rp.17,215,030,700.00Rp.16,357,159,200.00Rp.17,559,331,300.00Rp.18,086,111,300.00TOTALRp.189,365,338,180.10Rp.179,928,751,306.11Rp.193,152,644,929.72Rp.198,947,224,338.61(D) DIBULATKANRp.189,365,338,000.00Rp.179,928,751,000.00Rp.193,152,644,000.00Rp.198,947,224,000.00198,833,604,900.009,468,266,900.005.00%@dua puluh empatdua puluh empat@TERBILANG :Seratus Sembilan Puluh Delapan Milyar Sembilan Ratus Empat Puluh Tujuh Juta Dua Ratus Dua Puluh Empat Ribu Rupiah90.379@dua ratus dua puluh empat [email protected],181,818,181.82@@@@@9473@@9empat puluh@146,327,760,950.00160,960,537,045.00Keterangan=Harga Tidak Termasuk PPn, PPh dan Pajak Lainnya073.164Tambah 3 %=198,947,223,320.0026.84Signature:Banda Aceh, 20 Juni 201220 Juni 2012@sembilan ratustujuh belas@:PT. Perapen Prima Mandiri@4tujuh@@7empat puluh tujuh@@empat puluh tujuhempat puluh tujuh@Title:Date@sembilan ratus empat puluh tujuh juta@:Corporate Seal@@3,787,306,760.00193,152,644,760.00@1984@Ir. Mawardi193,152,644,760.00@1sembilan puluh@Direktur Utama@seratusdelapan belas@@9delapan@@8sembilan puluh delapan@@sembilan puluh delapansembilan puluh delapan@@seratus sembilan puluh delapan milyar@198,947,223,320.00@@@0001@@0@@0sepuluh@@00@@0@@00@@0@@***@@011300@seratus sembilan puluh delapan milyar sembilan ratus empat puluh tujuh juta dua ratus dua puluh empat ribu rupiahseratus sembilan puluh delapan milyar sembilan ratus empat puluh tujuh juta dua ratus dua puluh empat ribu rupiah@seratus sembilan puluh delapan milyar sembilan ratus empat puluh tujuh juta dua ratus dua puluh empat ribu rupiah@Seratus sembilan puluh delapan milyar sembilan ratus empat puluh tujuh juta dua ratus dua puluh empat ribu rupiah

Kuantitas & Hargaharga awal + 2 %harga 2 % +3%BILL OF QUANTITYProject: ACEH RECONSTRUCTION PROJECT, ROAD SUB - PROJECT (JICA LOAN IP - 545)Contract Package: No. 3 (Three)Package Name: KABAYAKAN - SP. KRAFT (STA. 3 + 850 - STA. 56 + 032)Location: KABUPATEN ACEH TENGAH00Exchange rates1.00$1.00Rp.113.80Rp.9,091.00Pay Item No.Estimated QuantitiesUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceDescriptionUnitLocalLocalLocalLocalLocalLocalLocalLocal(Rupiah)(Rupiah)(Rupiah)(Rupiah)(Rupiah)(Rupiah)(Rupiah)(Rupiah)abcdef = (d x e)ef = (d x e)ef = (d x e)ef = (d x e)DIVISION 1. General1.2MobilisasiLump Sum1.001,857,050,000.001,857,050,000.001,764,197,500.001,764,197,500.001,894,191,000.001,894,191,000.001,951,016,730.001,951,016,730.001.7Employer's Share Of Dispute Board CostsLump Sum0.00.00.01.8Traffic Management and SafetyLump Sum1.00200,000,000.00200,000,000.00200,000,000.00200,000,000.00204,000,000.00204,000,000.00210,120,000.00210,120,000.001.18.1Borring, Including SPT and ReportM180.00800,000.0064,000,000.00800,000.0064,000,000.00816,000.0065,280,000.00840,480.0067,238,400.001.18.2Ducth CPT Including ReportM10.00.00.00.00.00.01.19.1Relocation Of Existing Phone Utility PoleEach0.00.00.00.00.01.19.2Relocation Of Existing Electric Utility Pole - Low VoltageEach24.0013,000,000.00312,000,000.0013,000,000.00312,000,000.0013,260,000.00318,240,000.0013,657,800.00327,787,200.001.19.3Relocation Of Existing Electric Utility Pole - Medium VoltageEach1.19.4Relocation Of Existing Gas Utility PipeM10.00.00.00.0SS 1.19.4.aRelocation Of Existing Water Supply PipeM125,000.000.025,000.000.025,000.000.025,000.000.01.19.5Relocation Of Existing Traffic Light UtilityUnit0.00.00.00.01.19.6Relocation Of Existing Traffic Sign PoleEach1.19.7Relocation Of Existing Electrical PanelEach1.19.8Relocation Of Existing Road Lighting PoleEach1.21Quality ManagementLump SumTotal Price Work DIVISION 1 : To Grand Summary2,433,050,000.002,340,197,500.002,481,711,000.002,556,162,330.00DIVISI 2. DRAINAGE0.02.1Excavation for The Drainage Ditch and WaterwaysM376,892.0018,006.301,384,540,419.6017,105.991,315,313,398.6218,366.431,412,231,227.9918,917.421,454,598,164.832.2Mortared StoneworkM3241.00421,841.71101,663,852.11400,749.6296,580,659.50430,278.54103,697,129.15443,186.90106,808,043.032.3.1Reinforced Concrete Pipe Culverts Inside Diameter (nominal 40 cm) 35 - 45 cmM1405,315.55385,049.770.0413,421.860.0425,824.520.02.3.2Reinforced Concrete Pipe Culverts Inside Diameter (nominal 60 cm) 55 - 65 cmM1586,861.94557,518.840.0598,599.180.0616,557.150.02.3.3Reinforced Concrete Pipe Culverts Inside Diameter (nominal 80 cm) 75 - 85 cmM14.00914,394.533,657,578.12868,674.803,474,699.21932,682.423,730,729.68960,662.893,842,651.572.3.4Reinforced Concrete Pipe Culverts Inside Diameter (nominal 100 cm) 95 - 105 cmM1950.001,007,494.36957,119,642.00957,119.64909,263,659.901,027,644.25976,262,034.841,058,473.571,005,549,895.892.3 (5)Gorong-Gorong Beton Tanpa Tulang Diameter Dalam 20-30 CmM10.00.00.00.00.00.02.3.5Corrugated Steel CulvertTonne0.00.00.00.00.00.02.3.6Un - reinforced Concrete Pipe Culvert Inside Diameter 20 cmM10.00.00.00.00.00.02.3.7Un - reinforced Concrete Pipe Culvert Inside Diameter 25 cmM10.00.00.00.00.00.02.3.8Un - reinforced Concrete Pipe Culvert Inside Diameter 30 cmM10.00.00.00.00.00.02.3.9.1U Ditch Type DS 1M1312.00756,383.98235,991,801.76718,564.78224,192,211.67771,511.66240,711,637.80794,657.01247,932,986.932.3.9.1.aU Ditch Type DS 1AM10.00.00.00.00.00.02.3.9.2U Ditch Type DS 2M10.00.00.00.00.00.02.3.9.2.aU Ditch Type DS 2AM10.00.00.00.00.00.02.3.9.3U Ditch Type DS 3M10.00.00.00.00.00.02.3.9.3.aU Ditch Type DS 3AM10.00.00.00.00.00.02.3.9.4U Ditch Type DS 4M10.00.00.00.00.00.02.3.9.4.aU Ditch Type DS 4AM10.00.00.00.00.00.02.3.9.5U Ditch Type DS 5M10.00.00.00.00.00.02.3.9.5.aU Ditch Type DS 5AM10.00.00.00.00.00.02.3.9.6.aU Ditch Type VIM10.00.00.00.00.00.02.3.10Concrete Class K250 For minor concrete drainage structureM30.00.00.00.00.00.02.3.11Reinforcing steel for minor concrete drainage structureKg0.00.00.00.00.00.02.3.12Blinding stone for minor concrete drainage structureM30.00.00.00.00.00.02.4.1Porous drainage or filter materialM30.00.00.00.00.00.02.4.2Plastic Filter FabricM20.00.00.00.00.00.0SS 2.4.3.bPerforated or porous Pipe for subsurface Drainage Work Dia 6 cmM1183.00147,422.1826,978,258.94140,051.0725,629,345.99150,370.6227,517,824.12154,881.7428,343,358.84Total Price Work DIVISION 2 : To Grand Summary2,709,951,552.532,574,453,974.902,764,150,583.582,847,075,101.09DIVISI 3. PEKERJAAN TANAHEARTH WORK0.00.03.1.1Common ExcavationM367,712.0017,929.811,214,063,294.7217,033.321,153,360,129.9818,288.411,238,344,560.6118,837.061,275,494,897.43SS 3.1.1.aCommon Excavation is Higher than 10 m (H > 10 m )M31,704.0031,716.4554,044,830.8030,130.6351,342,589.2632,350.7855,125,727.4233,321.3056,779,499.243.1.2Rock ExcavationM319,400.0060,622.641,176,079,286.3557,591.511,117,275,322.0461,835.101,199,600,872.0963,690.151,235,588,898.253.1.3Structural excavation 0 - 2 m depthM31,460.0071,203.52103,957,139.2067,643.3498,759,282.2472,627.59106,036,281.9874,806.42109,217,370.443.1.4Structural excavation 2 - 4 m depthM31,339.00105,187.19140,845,647.4199,927.83133,803,365.04107,290.93143,662,560.36110,509.66147,972,437.173.1.5Structural excavation 4 - 6 m depthM3267.00117,103.8731,266,732.89111,248.6829,703,396.25119,445.9531,892,067.55123,029.3232,848,829.583.1.6Cofferdam, Penyokong, Pengaku dan Pekerjaan yang berkaitanM30.00.00.00.00.00.00.00.03.1.6Excavtion of Existing Asphalt Pavement Material With Cold Milling MachineM30.00.00.00.00.00.03.1.7Excavation of Existing Asphalt Pavement Material Without Cold Milling MachineM327.00236,820.256,394,146.75224,979.246,074,439.41241,556.666,522,029.69248,803.356,717,690.583.1.8Galian perkerasan BerbutirM30.00.00.00.00.00.03.1.9Additional Cost For Transportation of Excavation Result Exeeding distance 5 KmM3/Km0.00.00.00.00.00.03.2.1Common EmbankmentM339,494.0046,306.281,828,820,222.3243,990.971,737,379,211.2047,232.411,865,396,626.7748,649.381,921,358,525.573.2.2Selected EmbankmentM37,945.0069,905.56555,399,674.2066,410.28527,629,690.4971,303.67566,507,667.6873,442.78583,502,897.713.2.3Granular Selected EmbankmentM318,231.0098,891.961,802,899,322.7693,947.361,712,754,356.62100,869.801,838,957,309.22103,895.891,894,126,028.493.3Grade PreparationM2245,023.002,022.54495,568,818.421,921.41470,790,377.502,062.99505,480,194.792,124.88520,644,600.633.4.1Clearing and grubbing in rubber vegetationM20.00.00.00.00.00.00.00.03.4.2Clearing and grubbing in Jungle vegetationM2137,439.009,390.661,290,643,538.218,921.131,226,111,361.309,578.481,316,456,408.989,865.831,355,950,101.253.4.3Clearing and grubbing in Sparse vegetationM23.4.4Selected Tree Removal Diameter 15 - 30 CmEach3.4.5Selected Tree Removal Diameter 30 - 50 CmEach3.4.6Selected Tree Removal Diameter 50 - 75 CmEach3.4.7Selected Tree Removal Diameter > 75 CmEachTotal Price Work DIVISION 3 : To Grand Summary8,699,982,654.038,264,983,521.348,873,982,307.139,140,201,776.34DIVISION 4. PAVEMENT WIDENING AND SHOULDERS0.00.00.04.2.1Aggregate Base Class AM36,752.00290,407.571,960,831,912.64275,887.191,862,790,317.01296,215.722,000,048,550.89305,102.192,060,050,007.424.2.2Aggregate Base Class BM36,752.00271,228.351,831,333,819.20257,666.931,739,767,128.24276,652.921,867,960,495.58284,952.501,923,999,310.454.2.2.aAggregate Base Class CM34.2.3Cement for Soil Cement BaseTonne4.2.4Soil Cement BaseM34.2.5Single Surface Dressing AggregateM24.2.6Bituminous Material For Surface DressingLitre4.2.7Lapis Resap PengikatLiterLiterTotal Price Work DIVISION 4 : To Grand Summary3,792,165,731.843,602,557,445.253,868,009,046.483,984,049,317.87DIVISION 5. GRANULAR RIGID PAVEMENT0.00.05.1.1Aggregate Base Class AM343,020.00290,407.5712,493,333,661.40275,887.1911,868,666,978.33296,215.7212,743,200,334.63305,102.1913,125,496,344.675.1.2Aggregate Base Class BM343,020.00271,228.3511,668,243,617.00257,666.9311,084,831,436.15276,652.9211,901,608,489.34284,952.5012,258,656,744.025.1.3Aggregate Base Class SM35.2.1Aggregate Base Class CM35.3.1Rigid PavementM35.3.1.aRigid Pavement Single Wire MeshM35.3.2Lean Concrete Sub - baseM35.3.3Lapis Pondasi bawah beton KurusM35.4.1Cement for Soil Cement BaseTonne5.4.2Soil Cement BaseM3SS 5.5.1Pavement RecyclingSS 5.5.2Cement For Pavement RecyclingSS 5.5.3New Granular Material5.5 (1)Lapis Beton Semen Pondasi Bawah (Cement Treated Sub Base (CTSB))M35.5 (2)Lapis Pondasi Agregat Dengan Cement Treated Base (CTB)M3Total Price Work DIVISION 5 : To Grand Summary24,161,577,278.4022,953,498,414.4824,644,808,823.9725,384,153,088.69DIVISION 6. ASPHALT PAVEMENT6.1.1Prime CoatLiter215,661.0011,474.192,474,535,289.5910,900.482,350,808,525.1111,703.672,524,025,995.3812,054.782,599,746,775.246.1 (1)(b)Lapis Resap Pengikat - Aspal EmulsiLiter0.00.00.00.00.00.06.1.2Tack CoatLiter76,000.0011,243.12854,477,120.0010,680.96811,753,264.0011,467.98871,566,662.4011,812.02897,713,662.276.1 (2)(b)Lapis Perekat - Aspal EmulsiLiter0.00.00.00.00.00.06.1 (2)(c)Lapis Perekat - Aspal Emulsi ModifikasiLiter0.00.00.00.00.00.06.2.1Single Surface Dressing Aggregate (SST)M20.00.00.00.00.00.06.2.2Double Surface Dressing Aggregate (DBST)M20.00.00.00.00.00.06.2.3Bituminoeu Binder Material For Surface DressingLitre0.00.00.00.00.00.06.2 (3)(b)Bahan Aspal untuk Pekerjaan PelaburanLiter0.00.00.00.00.00.06.2 (4)(a)Bahan Aspal Modifikasi untuk Pekerjaan PelaburanLiter0.00.00.00.00.00.06.2 (4)(b)Aspal Emulai Cair untuk PrecoatedLiter0.00.00.00.00.00.06.2 (4) ( c )Aspal Emulai untuk PrecoatedLiter0.00.00.00.00.00.06.2 (4) (d)Aspal Emulai Modifikasi untuk PrecoatedLiter0.00.00.00.00.00.06.2 (4) (e)Bahan Anti PengelupasanLiter0.00.00.00.00.00.06.3.1Sand Sheet Class A (nominal thickness) (SS-A)M20.00.00.00.00.00.06.3.2Sand Sheet Class B (nominal thickness) (SS-B)M20.00.00.00.00.00.06.3.3.aHot Rolled Sheet -Wearing Course (HRS-WC) 3m (gap/semigap)M20.00.00.00.00.00.06.3.3.bHot Rolled Sheet -Wearing Course Levelling (HRS-WC(L)) 3m (gap/semigap)Tonne0.00.00.00.00.00.06.3.4.aHot Rolled Sheet -Base (HRS-Base) (gap/semigap)M30.00.00.00.00.00.06.3.4.bHot Rolled Sheet -Base Levelling (HRS-Base (L)) (gap/semigap)Tonne0.00.00.00.00.00.06.3.5.aAsphaltic Concrete-Wearing Course (AC-WC) 4 cm (Fine/Coarse)M2235,500.0088,948.0920,947,275,195.0084,500.6919,899,911,435.2590,727.0521,366,220,698.9093,448.8622,007,207,319.876.3.5.bAsphaltic Concrete-Wearing Course Modified (AC-WC Mod) 4 cm (Fine/Coarse)M20.00.00.00.00.00.06.3.5.cAsphaltic Concrete-Wearing Course Levelling (AC-WC (L)) 4 cm (Fine/Coarse)Tonne0.00.00.00.00.00.06.3.5.dAsphaltic Concrete-Wearing Course Modified Levelling (AC-WC (L) mod) 4 cm (Fine/Coarse)Tonne0.00.00.00.00.00.06.3.6.aAsphaltic Concrete-Binder Course (AC-BC) (Fine/Coarse)M320,351.002,121,363.6643,171,871,844.662,015,295.4841,013,278,252.432,163,790.9344,035,309,281.552,228,704.6645,356,368,560.006.3.6.bAsphaltic Concrete-Binder Course Modified (AC-BC Mod) (Fine/Coarse)M30.00.00.00.00.00.06.3.6.cAsphaltic Concrete-Binder Course Levelling (AC-BC (L)) (Fine/Coarse)Tonne2,800.00911,731.442,552,848,032.00866,144.872,425,205,630.40929,966.072,603,904,992.64957,865.052,682,022,142.426.3.6.dAsphaltic Concrete-Binder Course Modified Levelling (AC-BC (L) mod) (Fine/Coarse)Tonne6.3.7.aAsphaltic Concrete-Base (AC-Base) (Fine)M30.00.00.00.06.3.7.bAsphaltic Concrete-Base Midified (AC-Base Mod) (Fine)M36.3.7.cAsphaltic Concrete-Base Levelling (AC-Base (L)) (Fine)Tonne6.3.7.dAsphaltic Concrete-Base Modified Levelling (AC-Base (L) Mod) (Fine)Tonne6.5.1Cold Mix Asphalt for ResurfingM36.6.1Penetration Macadam - Surface CourseM36.6.2Penetration Macadam - Surface Course/LevellingM3DIVISI 6 berlanjut ke halaman berikut.DIVISI 6 berlanjut ke halaman berikut.DIVISI 6 berlanjut ke halaman berikut.DIVISI 6 berlanjut ke halaman berikut.6.3.8.aAspal MinyakTon9,345,000.000.09,345,000.000.09,345,000.000.09,345,000.000.06.3.9Aditif Anti PengelupasanKg94,500.000.094,500.000.094,500.000.094,500.000.06.3.10Bahan pengisi (Filler) tambahanKg1,386.000.01,386.000.01,386.000.01,386.000.06.4 (1)LasbutagM26.4 (2)Latasbusir Kelas AM26.4 (3)Latasbusir Kelas BM26.4 (4)Bitumen AsbutonTon6.4 (5)Bitumen Bahan PeremajaTon6.4 (6)Bahan Anti Pengelupasan (anti Stripping Agent)Liter6.5Campuran Aspal Dingin Untuk PelapisanM36.6.1Lapis Permukaan Penetrasi MacadamM36.6.2Lapis Fondasi atau Perata Penetrasi MacadamM3Total Price Work DIVISION 6 : To Grand Summary70,001,007,481.2566,500,957,107.1971,401,027,630.8873,543,058,459.80DIVISI 7. STRUCTURES7.1 (1)Beton Mutu Tinggi dengan fc' = 50 MPa (K-600)M37.1.1Structural Concrete Class K500M37.1 (3)Structural Concrete Class K-450M37.1.2Structural Concrete Class K400M37.1.3Structural Concrete Class K350M31,263,697.990.01,263,697.990.01,263,697.990.01,263,697.990.07.1.4Structural Concrete Class K300M31,251,255.990.01,251,255.990.01,251,255.990.01,251,255.990.07.1.5Structural Concrete Class K250M320,086.001,058,910.7621,269,281,525.361,005,965.2220,205,817,449.091,080,088.9821,694,667,155.871,112,491.6422,345,507,170.547.1.6Structural Concrete Class K175M31,337.00826,585.191,105,144,399.03785,255.931,049,887,179.08843,116.891,127,247,287.01868,410.401,161,064,705.627.1.7Cyclopean Concrete Class K175M3620,245.920.0589,233.620.0632,650.840.0651,630.360.07.1.8Structural Concrete Class K125M31,145.00619,476.57709,300,672.65588,502.74673,835,639.02631,866.10723,486,686.10650,822.08745,191,286.697.1.9Precast Concrete for Deck Slab, FurnishedM30.00.00.00.00.00.07.1.10Additional Price Item 7.1 .1 to 7.1.5 for falsework in average height or over 4 meter andM30.00.00.00.00.00.00.0every 10 cm Increase214,146,056.170.0203,438,753.360.0218,428,977.290.0224,981,846.610.07.2.1Precast Prestressed Units Type I Girder Span 16 mEach0.00.00.00.00.00.07.2.2Precast Prestressed Units Type I Girder Span 20 mEach0.00.00.00.00.00.00.07.2.3Precast Prestressed Units Type I Girder Span 22 mEach0.00.00.00.00.00.07.2.4Precast Prestressed Units Type I Girder Span 25 mEach0.00.00.00.00.00.07.2.5Precast Prestressed Units Type I Girder Span 28 mEach0.00.00.00.00.00.07.2.6Precast Prestressed Units Type I Girder Span 30 mEach0.00.00.00.00.00.07.2.7Precast Prestressed Units Type I Girder Span 31 mEach0.00.00.00.00.00.07.2.8Precast Prestressed Units Type I Girder Span 35 mEach0.00.00.00.00.00.07.2.9Strand for Cast In-Situ Post Tensioning Concrete WorkKg0.00.00.00.00.00.07.2.10Precast Hollow Slab Span 21 mEach0.00.00.00.00.00.07.2.11Diapraghma Concrete Class K350 Including Post Tensioning WorkM30.00.00.00.00.00.07.2.12External Prestressed CableUnit of Bridge0.00.00.00.00.00.07.2.13.aPrecast Palnk Span 8 mEach0.00.00.00.00.00.07.2.13.bPrecast Palnk Span 10 mEach0.00.00.00.00.00.07.2.13.cPrecast Palnk Span 12.5 mEach0.00.00.00.00.00.07.2.13.dPrecast Palnk Span 15 mEach0.00.00.00.00.00.07.2.13.ePrecast Palnk Span 17 mEach2,250,000.000.02,137,500.000.02,295,000.000.02,363,850.000.07.2 (7)Unit Pracetak Flat Slab Bentang 25,6 meterBuah750,000.000.0712,500.000.0765,000.000.0787,950.000.07.2 (11)aPemasangan Unit Pracetak Gelagar Type Bentang 25.6 meterBuah50,000,000.000.047,500,000.000.051,000,000.000.052,530,000.000.07.3.1Reinforcing Steel Pain Round Bars BJ TP 24Kg1,332,389.0013,017.3817,344,213,920.8212,366.5116,477,003,224.7813,277.7317,691,098,199.2413,676.0618,221,831,145.217.3.2Reinforcing Steel Deformed Bars BJ TD 30Kg12,651.0012,018.450.012,904.020.013,291.140.07.3.4Reinforcing Steel Deformed Bars BJ TD 40Kg88,916.0013,749.831,222,579,884.2813,062.341,161,450,890.0714,024.831,247,031,481.9714,445.571,284,442,426.427.3 (4)Baja Tulangan BJ 39 UlirKg13,264.650.012,601.420.013,529.940.013,935.840.07.3 (5)Baja Tulangan BJ 48 UlirKg0.00.00.00.00.00.07.3.6Welded Wire MeshKg0.00.00.00.00.00.07.4.1Structural Steel, Yield Point of 2.500 Kg/cm2, galvanized or painted, furnished and instalationKg86,556.750.082,228.910.088,287.890.090,936.520.07.4.2Structural Steel, Yield Point of 2.800 Kg/cm2, galvanized or painted, furnished and instalationKg72,486.750.068,862.410.073,936.490.076,154.580.07.4.3Structural Steel, Yield Point of 3.500 Kg/cm2, galvanized or painted, furnished and instalationKg0.00.00.00.00.00.07.4.4Preparation and Aplication or Croating to Galvanized steel work. Category AM20.00.00.00.00.00.07.4.5Preparation and Aplication or Croating to Galvanized steel work. Category BM20.00.00.00.00.00.07.4.6Preparation and Aplication or Croating to non Galvanized steel work. Category AM20.00.00.00.00.00.07.4.7Preparation and Aplication or Croating to non Galvanized steel work. Category BM20.00.00.00.00.00.07.5.1Erection of Steel Bridge StructureKg0.00.00.00.00.00.07.5.2Transportation of Steel Bridge MaterialKg0.00.00.00.00.00.07.5.3Supply of galvanized, Furnished steel bridge Span 30 m, width 9 mUnit of Bridge0.00.00.00.00.00.07.6.1Grouping of Mini Timber Piles (Cerucuk ), Furnished and DrivenM10.00.00.00.00.00.07.6.2Untreated Timber Sheet PileM20.00.00.00.00.00.07.6.3Treated Timber Sheet PileM20.00.00.00.00.00.07.6.4Structural Steel Sheet PileM20.00.00.00.00.00.07.6.5Precast Concrete Sheet PileM20.00.00.00.00.00.07.6.6Untreated Timber Pile, furnishedM10.00.00.00.00.00.07.6.7Treated Timber Pile, furnishedKg0.00.00.00.00.00.07.6.8.aSteel Pipe Pile, Diameter 60 cmM10.00.00.00.00.00.0M10.00.00.00.00.00.0M1DIVISI 7 berlanjut ke halaman berikut.0.00.0DIVISI 7 berlanjut ke halaman berikut.0.00.0DIVISI 7 berlanjut ke halaman berikut.0.00.0DIVISI 7 berlanjut ke halaman berikut.M10.00.00.00.00.00.07.6.9.aPrecast Reincerfoid Concrete Pile, 35 cm x 35 cm Square, furnishedM10.00.00.00.00.00.07.6.9.bPrecast Reincerfoid Concrete Pile, 40 cm x 40 cm Square, furnishedM10.00.00.00.00.00.07.6.9.cPrecast Reincerfoid Concrete Pile, 45 cm x 45 cm Square, furnishedM10.00.00.00.00.00.07.6.9.dPrecast Reincerfoid Concrete Pile, 50 cm x 50 cm Square, furnishedM10.00.00.00.00.00.07.6.10.aPrecast Prestressed Concrete Pile, 35 cm Diameter, furnishedM10.00.00.00.00.00.07.6.10.bPrecast Prestressed Concrete Pile, 40 cm Diameter, furnishedM10.00.00.00.00.00.07.6.10.cPrecast Prestressed Concrete Pile, 45 cm Diameter, furnishedM10.00.00.00.00.00.07.6.10.dPrecast Prestressed Concrete Pile, 50 cm Diameter, furnishedM10.00.00.00.00.00.07.6.11Timber Pile, DrivenM10.00.00.00.00.00.07.6.12Steel Pipe Pile, 40 cm diameter, DrivenM10.00.00.00.00.00.00.00.00.00.00.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.00.00.00.00.07.6.13Steel Pipe Pile, 50 cm diameter, DrivenM10.00.00.00.00.00.0Steel Pipe Pile, 40 cm diameter, DrivenM124,300.840.023,085.800.024,786.860.025,530.460.07.6.14Steel Pipe Pile, 60 cm diameter, DrivenM10.00.00.00.00.00.07.6.15Precast Concrete Pile, 35 cm x 35 cm, Square or 35 cm diameter, drivenM10.00.00.00.00.00.07.6.16.aPrecast Concrete Pile, 40 cm x 40 cm, Square or 40 cm diameter, drivenM10.00.00.00.00.00.07.6.16.bPrecast Concrete Pile, 45 cm x 45 cm, Square or 45 cm diameter, drivenM10.00.00.00.00.00.0(d) Diameter 500 mmM11,005,502.080.0955,226.980.01,025,612.120.01,056,380.490.07.6.17Precast Concrete Pile, 50 cm x 50 cm, Square or 50 cm diameter, drivenM10.00.00.00.00.00.07.6.18Cast in place Concrete Pile 60 cm diameterM10.00.00.00.00.00.07.6.19Cast in place Concrete Pile 80 cm diameterM10.00.00.00.00.00.07.6.20Cast in place Concrete Pile 100 cm diameterM10.00.00.00.00.00.07.6.21Cast in place Concrete Pile 120 cm diameterM10.00.00.00.00.00.07.6.22Cast in place Concrete Pile 150 cm diameterM10.00.00.00.00.00.07.6.25Static Load Test for diameter pile up to 600 mmEach720,115.200.0684,109.440.0734,517.500.0756,553.030.07.6.26Static Load Test for diameter pile more than 600 mmEach0.00.00.00.00.00.07.6.27Pile Integrity Test (PIT)Each0.00.00.00.00.00.07.6.28Dinamic Load Test (DLT) for diameter pile up to 600 mmEach0.00.00.00.00.00.07.6.29Dinamic Load Test (DLT) for diameter pile more than 600 mmEach0.00.00.00.00.00.07.6.30Cofferdam and Dewatering WorksLump Sum0.00.00.00.00.00.07.7.1Caisson 250 cm diameter, furnishedM10.00.00.00.00.00.07.7.2(d) Diameter 500 mmM1214,690.740.0203,956.200.0218,984.550.0225,554.090.07.7.2Caisson 300 cm diameter, furnishedM10.00.00.00.00.00.07.7.3Caisson 350 cm diameter, furnishedM10.00.00.00.00.00.07.7.4Caisson 400 cm diameter, furnishedM10.00.00.00.00.00.07.7.5Caisson 250 cm diameter, sunkM10.00.00.00.00.00.07.7.6Caisson 300 cm diameter, sunkM10.00.00.00.00.00.07.7.7Caisson 350 cm diameter, sunkM1183,824.960.0174,633.710.0187,501.460.0193,126.500.07.7.8Caisson 400 cm diameter, sunkM10.00.00.00.00.00.07.8Cement MortarM347.001,000,000.0047,000,000.00950,000.0044,650,000.001,020,000.0047,940,000.001,050,600.0049,378,200.00(b) Diameter 600 mm tebal 12 mmM10.00.00.00.00.00.0(c) Diameter 1000 mm tebal 16 mmM10.00.00.00.00.00.0(d) Diameter 500 mmM1233,029.350.0221,377.880.0237,689.940.0244,820.640.07.6 (10) aTiang Bor Pile Baja ukuran 1.2 meterM111,238,216.190.010,676,305.380.011,462,980.510.011,806,869.930.07.6 (11)Cassing Tiang Bor Baja Ukuran 1200 mmM12,054,652.000.01,951,919.400.02,095,745.040.02,158,617.390.07.6 (12)Tambahan biaya untuk no. Mata Pembayaran 7.6(10)a bila tiang bor baja dikerjakan di airM11,814,587.000.01,723,857.650.01,850,878.740.01,906,405.100.07.6 (13)Tambahan biaya untuk no. Mata Pembayaran 7.6(11) bila tiang bor dikerjakan diairM10.00.00.00.00.00.07.6 (14)Tiang uji ukuran .......... Jenis ......M10.00.00.00.00.00.07.6 (15)Pengujian pembebanan Statis Pada tiang ukuran/diameter .......0.00.00.00.00.00.0(a) Cara Meja BebanBuah0.00.00.00.00.00.0(b) Cara DongkrakBuah0.00.00.00.00.00.07.6 (16)Pengujian pembebanan Dinamis JnisTitik25,000,000.000.023,750,000.000.025,500,000.000.026,265,000.000.0(a) PDA (Pile Driving Analisys)Buah0.00.00.00.00.00.0(b) PDLT ( Pile Dynamic Load test)Buah0.00.00.00.00.00.00.07.6 (17)Pengujian Keutuhan Tiang Dengan Pile Integrated TestBuah0.00.00.00.00.00.07.7 (1)Pengadaan Dinding Sumuran Silinder, Diameter .......M10.00.00.00.00.00.07.7 (2)Penurunan Dinding Sumuran Silinder, Diameter ...........M10.00.00.00.00.00.07.9Stone masonryM314,791.00460,050.616,804,608,572.51437,048.086,464,378,143.88469,251.626,940,700,743.96483,329.177,148,921,766.287.9.aBrickM30.00.00.00.00.00.07.10.1Grouted Rip RapM3360,409.900.0342,389.410.0367,618.100.0378,646.640.07.10.2Non - Grouted Rip RapM348.00350,000.0016,800,000.00332,500.0015,960,000.00357,000.0017,136,000.00367,710.0017,650,080.007.10.3GabionsM30.00.00.00.00.00.00.07.11.1Expansion Joint Asphaltic Fixed TypeM10.00.00.00.00.00.07.11.2Expansion Joint Asphaltic Movable TypeM10.00.00.00.00.00.07.11.3Expansion Joint Seal Rubber 1 (Gap 21 mm - 41 mm)M10.00.00.00.00.00.07.11.4Expansion Joint Seal Rubber 2 (Gap 32 mm - 62 mm)M10.00.00.00.00.00.07.11.5Expansion Joint Seal Rubber 3 (Gap 42 mm - 82 mm)M15,536,187.230.05,259,377.870.05,646,910.970.05,816,318.300.07.11.6Joint Filler for Construction JointM10.00.00.00.00.00.07.11.7Expansion Joint Steel Angel TypeM10.00.00.00.00.00.07.12.1Metal BearingEach0.00.00.00.00.00.07.12.2Bearing Pad Type AEach0.00.00.00.00.00.07.12.3Bearing Pad Type BEach0.00.00.00.00.00.00.07.12.4Bearing Pad Type CEach0.00.00.00.00.00.07.12.5Bearing Pad Type DEach0.00.00.00.00.00.00.00.00.00.00.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.00.00.00.00.07.12.6Strip BearingM11,989,120.130.01,889,664.120.02,028,902.530.02,089,769.610.07.12.7Bearing Replacement, Furnished and placedEach785,190.480.0745,930.960.0800,894.290.0824,921.120.07.13Steel Bridge's RaillingM1582,368.460.0553,250.040.0594,015.830.0611,836.300.0Tiang Sandaran Besi Plat Baja Type 2Buah781,258.650.0742,195.720.0796,883.820.0820,790.340.0Dudukan Tiang Sandaran (Beton K -250)M3105,328.130.0100,061.720.0107,434.690.0110,657.730.07.14Bridge Name PlateEach1,731,455.000.01,644,882.250.01,766,084.100.01,819,066.620.07.15.1Demolition of Stone MasonryM378.00124,650.199,722,714.82118,417.689,236,579.08127,143.199,917,169.12130,957.4910,214,684.197.15.2Demolition of ConcreteM336.00134,798.224,852,735.92128,058.314,610,099.12137,494.184,949,790.64141,619.015,098,284.367.15.3Demolition of Prestressed ConcreteM30.00.00.00.00.00.07.15.4Demolition of BuildingM20.00.00.00.00.00.07.15.5Demolition of Steel TrussM20.00.00.00.00.00.07.15.6Demolition of Steel Girder/StringerM10.00.00.00.00.00.07.15.7Demolition of Bridge RaillingM10.00.00.00.00.00.07.15.8Demolition of Timber DeckM20.00.00.00.00.00.07.15.9Demolition of Timber BridgeM20.00.00.00.00.00.07.15.10Haulage in excess 5 kmM3/Km150,000.000.0142,500.000.0153,000.000.0157,590.000.00.00.00.00.00.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.0DIVISION 7 continued on next page0.00.00.00.00.00.07.15.11Demolition of GabionsM3134,798.220.0128,058.310.0137,494.180.0141,619.010.0SS 7.16.aRock Bolt Diameter 19 mmM190,000.000.085,500.000.091,800.000.094,554.000.0SS 7.16.bWire Counters (Kawat Loket) Dia. 1.3 mm, spacing 75 mmM275,000.000.071,250.000.076,500.000.078,795.000.0SS 7.16.cRock Bolt Diameter 25 mmM1100,000.000.095,000.000.0102,000.000.0105,060.000.0SS 7.16.dGabion Pabrication (2 x 1 x 0.5)M34,752.00460,887.002,190,135,024.00437,842.652,080,628,272.80470,104.742,233,937,724.48484,207.882,300,955,856.21SS 7.16.eNon - Woven Geotextile InstallationM26,191.0035,722.59221,158,554.6933,936.46210,100,626.9636,437.04225,581,725.7837,530.15232,349,177.56SS 7.16.fGeogrid Type AM248,213.490.045,802.820.049,177.760.050,653.090.0SS 7.16.gGeogrid Type B InstallationM234,354.0048,213.491,656,326,235.4645,802.821,573,509,923.6949,177.761,689,452,760.1750,653.091,740,136,342.97SS 7.16.hGeogrid Type CM246,113.490.043,807.820.047,035.760.048,446.830.0SS 7.16.iGeogrid Type DM240,863.490.038,820.320.041,680.760.042,931.180.0SS 7.16.jCut Off PlateM1288.00250,000.0072,000,000.00237,500.0068,400,000.00255,000.0073,440,000.00262,650.0075,643,200.00SS 7.16.kMatrass Box Size (6x1x0.3)M3302.00540,000.00163,080,000.00513,000.00154,926,000.00550,800.00166,341,600.00567,324.00171,331,848.00SS 7.16.lMatrass Box Size (6x2x0.3)M31,037.00550,000.00570,350,000.00522,500.00541,832,500.00561,000.00581,757,000.00577,830.00599,209,710.00SS 7.16.mShotcreteM3SS 7.16.nDrainage PipeM1SS 7.16.oExpansion Joints Seal Rubber TypeEachTotal Price Work DIVISION 7 : To Grand Summary53,406,554,239.5450,736,226,527.5654,474,685,324.3356,108,925,884.06DIVISION 8. MISCELLANEOUS8.1.1Aggregate Base Class A for Minor WorksM38.1.2Aggregate Base Class B for Minor WorksM38.1.3Aggregate for Unsaled Roads for Minor Works (Loose Volume)M3 (vol.Gembur)8.1.4Water-bound Macadam for Minor WorksM38.1.5Hot Asphaltic Mixture for Minor WorksM38.1.6Lasbutag or Latasbusir for minor WorksM38.1.7Penetration Macadam for Minor WorksM38.1.8Cold Asphaltic Mixture for Minor WorksM38.1.9Residural Bitumen for Minor WorksLitre8.2.1Excavation for Shoulder and Other Minor WorksM38.3.1Stabilization by Vegetation (Sodding System)M2100.0033,747.003,374,700.0032,059.653,205,965.0034,421.943,442,194.0035,454.603,545,459.828.3.2ShrubsM20.00.00.00.00.00.08.3.3TreesEach0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.08.2 (2)Pembersihan dan Pembongkaran tanaman ( Diameter < 30 cm )M230,377.0028,858.150.030,984.540.031,914.080.08.2 (3)Pemotongan pohon diameter 30 - 50 cmBuah0.00.00.00.00.00.08.2 (4)Pemotongan pohon diameter 50 - 75 cmBuah0.00.00.00.00.00.08.2 (5)Pemotongan pohon diameter > 75 cmBuah0.00.00.00.00.00.08.3.(1)Stabilisasi dengan tanamanM20.00.00.00.00.00.08.3.(2)Semak/perduM20.00.00.00.00.00.08.3.(3)Penanaman PohonBatang397,677.000.0377,793.150.0405,630.540.0417,799.460.08.4.1Pavement Markings Thermoplastic TypeM221,000.00102,927.492,161,477,290.0097,781.122,053,403,425.50104,986.042,204,706,835.80108,135.622,270,848,040.878.4.2Pavement Markings Non Thermoplastic TypeM20.00.00.00.00.00.08.4.3.aRoad Signs with Reflector Engineering Grade Single (Size 600)Each222.001,002,980.16222,661,595.52952,831.15211,528,515.741,023,039.76227,114,827.431,053,730.96233,928,272.258.4.3.bRoad Signs with Reflector Engineering Grade Single (Size 750)Each1,002,980.16952,831.150.01,023,039.760.01,053,730.960.08.4.3.cRoad Signs with Reflector Engineering Grade Single (Size 900)Each1,002,980.160.0952,831.150.01,023,039.760.01,053,730.960.08.4.3.dRoad Signs with Reflector Engineering Grade Double (Size 600)Each0.00.00.00.00.00.08.4.3.eRoad Signs with Reflector Engineering Grade Double (Size 750)Each0.00.00.00.00.00.08.4.3.fRoad Signs with Reflector Engineering Grade Double (Size 900)Each0.00.00.00.00.00.08.4.3.gInformation Guide Signs with Reflector of Engineering GradeM20.00.00.00.00.00.08.4.4Road Sign with Reflector of High Intensity GradeEach0.00.00.00.00.00.08.4.4.aGuide Sign with With High Intensity Grade Type 1 AEach0.00.00.00.00.00.0SS 8.4.4.bTraffic Mirror dia. 100 cmEach27.003,500,000.0094,500,000.003,325,000.0089,775,000.003,570,000.0096,390,000.003,677,100.0099,281,700.008.4.5.aGuide Posts Concrete TypeEach1,663.00203,552.43338,507,691.09193,374.81321,582,306.54207,623.48345,277,844.91213,852.18355,636,180.268.4.5.bGuide Posts Plastic Type with metal anchorEach0.00.00.00.00.00.08.4.6.aKilometer PostsEach53.00600,596.1231,831,594.36570,566.3130,240,014.64612,608.0432,468,226.25630,986.2833,442,273.038.4.6.bRight of Ways PostsEach0.00.00.00.00.00.08.4.7.aGuard Rail (excluding terminal lengths)M13,330.00645,322.122,148,922,659.60613,056.012,041,476,526.62658,228.562,191,901,112.79677,975.422,257,658,146.188.4.7.bGuard Rail bridge terminal (10 m)Each0.00.00.00.00.00.08.4.7.cGuard Rail BCTA terminal (5.1 m)Each0.00.00.00.00.00.08.4.7.dGuard Rail BCTB terminal (5.1 m)Each0.00.00.00.00.00.08.4.7.eGuard Rail TET terminal (7.62 m)Each0.00.00.00.00.00.08.4.7.fConcrete Footing for Guard RailEach0.00.00.00.00.00.08.4.8Road StudsEach0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.08.4.(5)Patok Pengarah (Deliniator)Buah0.00.00.00.00.00.00.08.4 (6).(a)Patok KilometerBuah0.00.00.00.00.00.08.4 (6).(b)Patok HektometerBuah0.00.00.00.00.00.08.4 (7)Rel PengamanM10.00.00.00.00.00.00.08.4 (8)Paku JalanBuah0.00.00.00.00.00.08.4.9Cat's EyeEach0.00.00.00.00.00.08.4.10.aPrecast Portland Cement Concrete Curb Type (A,C,E and Transition)M10.00.00.00.00.00.00.08.4.10.bPrecast Portland Cement Concrete Type BM10.00.00.00.00.00.00.08.4.10.cPrecast Portland Cement Concrete Type L1M165,793.880.062,504.190.067,109.760.069,123.050.08.4.10.dPrecast Portland Cement Concrete Curb Type L2M18,362.00124,939.371,044,743,011.94118,692.40992,505,861.34127,438.161,065,637,872.18131,261.301,097,607,008.348.4 (10)(b)Kerb Pracetak jenis 2 (Penghalang/ Barrier)M18.4.10.ePrecast Portland Cement Concrete Type P1M178,461.7878,461.7878,461.7878,461.788.4.10.fPrecast Portland Cement Concrete Type FM18.4.11Re - used Existing Precast Portland Cement Concrete CurbM18.4 (10)(f)Kerb Pracetak jenis 6 (Kerb dengan Bukaan)Buah8.4 (10)(g)Kerb Pracetak jenis 7a (Kerb pada Pelandaian Trotoar)Buah8.4 (10)(h)Kerb Pracetak jenis 7b (Kerb pada Pelandaian Trotoar)Buah8.4 (10)(i)Kerb Pracetak jenis 7c (Kerb pada Pelandaian Trotoar)Buah8.4 (11)(a)Pengecatan Kerb PracetakM28.4 (11)(b)Pengecatan Tembok BetonM28.4 (11)Kerb Yang Digunakan KembaliM18.4.12Block Paving on Side Walk or Medians 60 mmM21,721,499.080.01,721,499.080.01,721,499.080.01,721,499.080.08.4(12)aPemasangan batu AndesitM2500,000.00500,000.00500,000.00500,000.008.4(12)bPemasangam batu Tempel PalimananM2425,000.00425,000.00425,000.00425,000.008.4(12)cBatu Tempel marmoM2460,000.00460,000.00460,000.00460,000.008.4(13)Pipa Baja Untuk Pembuangan Air dari JembatanM1237,354.180.0237,354.180.0237,354.180.0237,354.180.08.5 (1)Pengembalian Kondisi Lantai Jembatan betonM28.5.1Reinstatement of Concrete Bridge DecksM28.5.2Reinstatement of Timber Bridge DecksM28.5.3Reinstatement of Structural Steel surface CoatingsM28.6.1Precast Kerb Road Separation (Concrete Barrier)M18.7.1Street Lighting Lamp Unit Single Arm, Type 250 watt SodiumEach24,894,734.720.024,894,734.720.024,894,734.720.024,894,734.720.08.7.2Street Lighting Lamp Unit Double Arm, Type 250 watt SodiumEach8.7.3Street Lighting Lamp Unit Single Arm, Type 250 watt MercuryEach8.7.4Street Lighting Lamp Unit Double Arm, Type 250 watt MercuryEach22,450,473.4122,450,473.4122,450,473.4122,450,473.418.7 (4)Unit Lampu Penerangan Jembatan Lengan Tunggal, Tipe Camar 1405Each24,894,734.720.024,894,734.720.024,894,734.720.024,894,734.720.08.7 (4)aUnit Lampu Penerangan Jembatan Lengan Ganda, Tipe Camar 1405Each8.7 (4)bPanel KontrolEach4,000,000.000.04,000,000.000.04,000,000.000.04,000,000.000.08.7.3Lampu Penerangan gelagar Kotak 1 M (RP Brige LED 1 M)Each4,500,000.000.04,500,000.000.04,500,000.000.04,500,000.000.08.7.4Lampu Penerangan gelagar (Lampu selang LED)Each200,000.000.0200,000.000.0200,000.000.0200,000.000.08.7.5Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 wattEach8.7.6Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Merkuri 400 wattEach8.8.1Pagar Pemisah Pedestrian Carbon SteelM18.8.2Pagar Pemisah Pedestrian GalvanizedM18.9.1Stabilization With Vetivera Plants (Vetivera System)M1200,000.00200,000.00200,000.00200,000.008.9 (2)Relief DindingM2300,000.00300,000.00300,000.00300,000.008.9 (3)Relief Beton TiangMeter Panjang300,000.00300,000.00300,000.00300,000.008.9 (4)Pasangan batu bataM290,000.0090,000.0090,000.0090,000.008.9 (5)Plesteran pada Batu BataM280,000.0080,000.0080,000.0080,000.008.9 (6)Plesteran Sikat pada TrotoarM2180,000.00180,000.00180,000.00180,000.00Total Price Work DIVISION 8 : To Grand Summary6,046,018,542.515,743,717,615.386,166,938,913.366,351,947,080.76DIVISI 9. PEKERJAAN HARIANDAYWORK (NOT USED)9.1.1ForemanHour9.1.2LabourHour9.1.3Skilled LabourHour9.1.4Dump Truck, 3 - 4 M3Hour9.1.5Flat Bed Truck 3 - 4 TonHour9.1.6Water Tank Truck 3000 - 4500 LiterHour9.1.7Bulldozer 100 - 150 PKHour9.1.8Motor Grader min 100 PKHour9.1.9Loader Roda Karet 1.0 - 1.6 M3Hour9.1.10Crawler Loader 75 - 100 PKHour9.1.11Alat Penggali (Excavator) 80 - 140 PKHour9.1.12Crane 10 - 15 TonHour9.1.13Tandem Roller 6 - 9 TonHour9.1.14Vibrator Roller 5 - 8 TonHour9.1.15Hand Vibrator 1.5 - 3.0 PKHour9.1.16Pneumatic Tire Roller 8 - 10 TonHour9.1.17Compresor 4000 - 6500 Ltr/mntHour9.1.18Concrete Mixer (Molen) 0.3 - 0.6 M3Hour9.1.19Water Pump 70 - 100 mmHour9.1.20Jack HammerHour0.00.00.00.09.21Lighting Equipment setJam0.00.00.00.0Total Price Work DIVISION 9 : To Grand Summary0.00.00.00.0DIVISI 10. ROUTINE MAINTENANCE WORK10.1 (1)Routine Maintenance of PavementLS1.00300,000,000.00300,000,000.00285,000,000.00285,000,000.00306,000,000.00306,000,000.00315,180,000.00315,180,000.0010.1 (2)Routine Maintenance of ShouldersLS1.00200,000,000.00200,000,000.00190,000,000.00190,000,000.00204,000,000.00204,000,000.00210,120,000.00210,120,000.0010.1 (3)Routine Maintenance of Ditches, Drain, Cutting and EmbankmentLS1.00200,000,000.00200,000,000.00190,000,000.00190,000,000.00204,000,000.00204,000,000.00210,120,000.00210,120,000.0010.1 (4)Routine Maintenance of Road FurnitureLS1.00200,000,000.00200,000,000.00190,000,000.00190,000,000.00204,000,000.00204,000,000.00210,120,000.00210,120,000.0010.1 (5)Routine Maintenance of BridgesLSTotal Price Work DIVISION 10 : To Grand Summary900,000,000.00855,000,000.00918,000,000.00945,540,000.00Banda Aceh, 20 Juni 2012PT. Perapen Prima MandiriBanda Aceh, 20 Juni 2012Banda Aceh, 20 Juni 2012Banda Aceh, 20 Juni 2012PT. Perapen Prima MandiriPT. Perapen Prima MandiriPT. Perapen Prima MandiriIr. MawardiIr. MawardiIr. MawardiIr. MawardiDirektur UtamaDirektur UtamaDirektur UtamaDirektur Utama1/10/11172,150,307,480.10172,150,307,480.105/10/11DIVISION 6. ASPHALT PAVEMENTPrime CoatLitre215,661.0011,474.192,474,535,289.59PERALATANAsp. Distributor361.77959.07Compressor52.12523.32Tack CoatLitre76,000.0011,243.12854,477,120.00PERALATANAsp. Distributor361.77959.07Compressor52.12523.32Asphaltic Concrete-Wearing Course (AC-WC) 4 cm (Fine/Coarse)M2235,500.0088,948.0920,947,275,195.00PERALATANWheel Loader168.93693.30AMP820.369,438.76Genset18.29501.89Dump Truck185.544,545.79Asp. Finisher214.01697.61Tandem Roller116.75548.00P. Tyre Roller361.521,382.14Asphaltic Concrete-Binder Course (AC-BC) (Fine/Coarse)M320,351.002,121,363.6643,171,871,844.66Asphaltic Concrete-Binder Course Levelling (AC-BC (L)Mod) (Fine/Coarse)Tonne2,800.00911,731.442,552,848,032.00

schedule 7.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0007.0007.0007.0009.0005.000LAMPIRAN 5b PENAWARANJADWAL PELAKSANAAN PEKERJAANNama Penawar: ACEH RECONSTRUCTION PROJECT, ROAD SUB - PROJECT (JICA LOAN IP - 545)Nama Paket: KABAYAKAN - SP. KRAFT (STA. 3 + 850 - STA. 56 + 032)No. Paket: KABUPATEN ACEH TENGAHNo.HargaNilaiJADWAL PELAKSANAANDivisiUraianPekerjaanPekerjaanBulan IBulan IIBulan IIIBulan IVBulan VBulan VIBulan VIIBulan VIIIBulan IXBulan XBulan XIBulan XIIBulan XIIIBulan XIVBulan XVBulan XVIBulan XVIIBulan XVIIIBulan XIXBulan XXBulan XXIBulan XXIIBulan XXIIIBulan XXIVBulan XXVBulan XXVIBulan XXVIIBulan XXVIIIBulan XXIXBulan XXXBulan XXXIBulan XXXIIKET(%)12341234123412341234123412341234123412341234123412341234123412341234123412341234123412341234123412341234123412341234123412341 (5 Hari)81UMUM0.01.2Mobilisasi1,857,050,000.0000.00.00.00.00.00.00.00.00.00.00.00.00.00.01.8Traffic Management and Safety200,000,000.0000.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.18.1Borring, Including SPT and Report64,000,000.0000.00.00.00.01.18.2Ducth CPT Including Report0.00.00.0000.00.00.00.00.00.00.01.19.1Relocation Of Existing Phone Utility Pole0.00.00.00.00.01.19.2Relocation Of Existing Electric Utility Pole - Low Voltage312,000,000.0000.00.00.00.01.19.3Relocation Of Existing Electric Utility Pole - Medium Voltage0.00.00.00.00.01.19.4Relocation Of Existing Gas Utility Pipe0.00.00.00.00.0SS 1.19.4.aRelocation Of Existing Water Supply Pipe0.00.00.00.00.00.00.00.00.00.01.19.5Relocation Of Existing Traffic Light Utility0.00.00.00.01.19.6Relocation Of Existing Traffic Sign Pole0.00.00.00.01.21Quality Management0.00.00.00.00.00.00.00.00.00.02DRAINASE0.00.00.0206302.1Excavation for The Drainage Ditch and Waterways1,384,540,419.6000.00.00.00.01222.2Mortared Stonework101,663,852.1100.00.00.00.00.02.3.1Reinforced Concrete Pipe Culverts Inside Diameter (nominal 40 cm) 35 - 45 cm0.00.00.00.02.3.2Reinforced Concrete Pipe Culverts Inside Diameter (nominal 60 cm) 55 - 65 cm0.00.00.00.02.3.3Reinforced Concrete Pipe Culverts Inside Diameter (nominal 80 cm) 75 - 85 cm3,657,578.1200.00.00.02.3.4Reinforced Concrete Pipe Culverts Inside Diameter (nominal 100 cm) 95 - 105 cm957,119,642.0000.00.00.02.3 (5)Gorong-Gorong Beton Tanpa Tulang Diameter Dalam 20-30 Cm0.00.00.00.02.3.5Corrugated Steel Culvert0.00.00.00.02.3.6Un - reinforced Concrete Pipe Culvert Inside Diameter 20 cm0.00.00.00.02.3.7Un - reinforced Concrete Pipe Culvert Inside Diameter 25 cm0.00.00.00.02.3.8Un - reinforced Concrete Pipe Culvert Inside Diameter 30 cm0.00.00.00.02.3.9.1U Ditch Type DS 1235,991,801.7600.00.00.02.3.9.1.aU Ditch Type DS 1A0.00.00.00.02.3.9.2U Ditch Type DS 20.00.00.00.00.02.3.9.2.aU Ditch Type DS 2A0.00.00.00.02.3.9.3U Ditch Type DS 30.00.00.00.02.3.9.3.aU Ditch Type DS 3A0.00.00.00.02.3.9.4U Ditch Type DS 40.00.00.00.02.3.9.4.aU Ditch Type DS 4A0.00.00.00.0SS 2.4.3.bPerforated or porous Pipe for subsurface Drainage Work Dia 6 cm26,978,258.9400.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03PEKERJAAN TANAH0.00.00.00.00.03.1.1Common Excavation1,214,063,294.7200.00.00.00.00.00.00.03.1.2Rock Excavation1,176,079,286.3500.00.00.00.00.00.03.1.3Structural excavation 0 - 2 m depth103,957,139.2000.00.00.00.00.00.00.03.1.4Structural excavation 2 - 4 m depth140,845,647.4100.00.00.00.00.03.1.5Structural excavation 4 - 6 m depth31,266,732.8920.00.00.00.046,3066,6163.1.6Cofferdam, Penyokong, Pengaku dan Pekerjaan yang berkaitan0.00.00.00.00.03.1.6Excavtion of Existing Asphalt Pavement Material With Cold Milling Machine0.00.00.00.00.03.1.7Excavation of Existing Asphalt Pavement Material Without Cold Milling Machine6,394,146.7500.00.00.00.00.03.1.8Galian perkerasan Berbutir0.00.00.00.00.03.1.9Additional Cost For Transportation of Excavation Result Exeeding distance 5 Km0.00.00.00.00.03.2.1Common Embankment1,828,820,222.3200.00.00.00.00.00.00.03.2.2Selected Embankment555,399,674.2000.00.00.00.00.00.00.00.03.2.3Granular Selected Embankment1,802,899,322.7600.00.00.00.03.3Grade Preparation495,568,818.4200.00.00.00.00.03.4.1Clearing and grubbing in rubber vegetation0.00.00.00.03.4.2Clearing and grubbing in Jungle vegetation1,290,643,538.2100.00.00.03.4.3Clearing and grubbing in Sparse vegetation0.00.00.00.03.4.4Selected Tree Removal Diameter 15 - 30 Cm0.00.00.00.03.4.7Selected Tree Removal Diameter > 75 Cm0.00.00.00.00.00.00.00.00.04PELEBARAN PERKERASAN DAN BAHU JALAN0.00.00.00.00.04.2.1Aggregate Base Class A1,960,831,912.6400.00.00.00.00.00.00.04.2.2Aggregate Base Class B1,831,333,819.2000.00.00.00.00.04.2.3Cement for Soil Cement Base0.00.00.00.00.04.2.4Soil Cement Base0.00.00.00.04.2.5Single Surface Dressing Aggregate0.00.00.00.04.2.6Bituminous Material For Surface Dressing0.00.00.00.04.2.7Lapis Resap Pengikat0.00.00.00.00.00.00.00.00.05PERKERASAN BERBUTIR0.00.00.00.00.05.1.1Aggregate Base Class A12,493,333,661.4000.00.00.00.00.00.00.00.05.1.2Aggregate Base Class B11,668,243,617.0000.00.00.00.00.00.05.1.3Aggregate Base Class S0.00.00.00.05.2.1Aggregate Base Class C0.00.00.00.05.3.1Rigid Pavement0.00.00.00.05.3.2Lean Concrete Sub - base0.00.00.00.05.3.3Lapis Pondasi bawah beton Kurus0.00.00.00.05.4.1Cement for Soil Cement Base0.00.00.00.05.4.2Soil Cement Base0.00.00.00.05.5 (1)Lapis Beton Semen Pondasi Bawah (Cement Treated Sub Base (CTSB))0.00.00.00.05.5 (2)Lapis Pondasi Agregat Dengan Cement Treated Base (CTB)0.00.00.00.00.00.00.00.00.06PERKERASAN ASPAL0.00.00.03966.1.1Prime Coat2,474,535,289.5900.00.00.00.00.01426.1 (1)(b)Lapis Resap Pengikat - Aspal Emulsi0.00.00.00.00.00.08251186.1.2Tack Coat854,477,120.0000.00.00.00.00.05286.1 (2)(b)Lapis Perekat - Aspal Emulsi0.00.00.00.00.0R0.06.1 (2)(c)Lapis Perekat - Aspal Emulsi Modifikasi0.00.00.00.00.00.06.2.1Single Surface Dressing Aggregate (SST)0.00.00.00.00.00.06.2.2Double Surface Dressing Aggregate (DBST)0.00.00.00.00.06.2.3Bituminoeu Binder Material For Surface Dressing0.00.00.00.00.06.2 (3)(b)Bahan Aspal untuk Pekerjaan Pelaburan0.00.00.00.00.06.2 (4)(a)Bahan Aspal Modifikasi untuk Pekerjaan Pelaburan0.00.00.00.00.06.2 (4)(b)Aspal Emulai Cair untuk Precoated0.00.00.00.00.06.2 (4) ( c )Aspal Emulai untuk Precoated0.00.00.00.00.06.2 (4) (d)Aspal Emulai Modifikasi untuk Precoated0.00.00.00.00.06.2 (4) (e)Bahan Anti Pengelupasan0.00.00.00.00.06.3.1Sand Sheet Class A (nominal thickness) (SS-A)0.00.00.00.00.06.3.2Sand Sheet Class B (nominal thickness) (SS-B)0.00.00.00.00.06.3.3.aHot Rolled Sheet -Wearing Course (HRS-WC) 3m (gap/semigap)0.00.00.00.00.06.3.3.bHot Rolled Sheet -Wearing Course Levelling (HRS-WC(L)) 3m (gap/semigap)0.00.00.00.00.06.3.4.aHot Rolled Sheet -Base (HRS-Base) (gap/semigap)0.00.00.00.00.06.3.4.bHot Rolled Sheet -Base Levelling (HRS-Base (L)) (gap/semigap)0.00.00.00.00.06.3.5.aAsphaltic Concrete-Wearing Course (AC-WC) 4 cm (Fine/Coarse)20,947,275,195.0000.00.00.00.00.06.3.5.bAsphaltic Concrete-Wearing Course Modified (AC-WC Mod) 4 cm (Fine/Coarse)0.00.00.00.00.06.3.5.cAsphaltic Concrete-Wearing Course Levelling (AC-WC (L)) 4 cm (Fine/Coarse)0.00.00.00.00.06.3.5.dAsphaltic Concrete-Wearing Course Modified Levelling (AC-WC (L) mod) 4 cm (Fine/Coarse)0.00.00.00.00.06.3.6.aAsphaltic Concrete-Binder Course (AC-BC) (Fine/Coarse)43,171,871,844.6600.00.00.00.00.06.3.6.bAsphaltic Concrete-Binder Course Modified (AC-BC Mod) (Fine/Coarse)0.00.00.00.00.06.3.6.cAsphaltic Concrete-Binder Course Levelling (AC-BC (L)) (Fine/Coarse)2,552,848,032.0000.00.00.00.06.3.6.dAsphaltic Concrete-Binder Course Modified Levelling (AC-BC (L) mod) (Fine/Coarse)0.00.00.00.00.06.3.7.aAsphaltic Concrete-Base (AC-Base) (Fine)0.00.00.00.00.06.3.7.bAsphaltic Concrete-Base Midified (AC-Base Mod) (Fine)0.00.00.00.00.06.3.7.cAsphaltic Concrete-Base Levelling (AC-Base (L)) (Fine)0.00.00.00.00.06.3.7.dAsphaltic Concrete-Base Modified Levelling (AC-Base (L) Mod) (Fine)0.00.00.00.00.06.3.8.aAspal Minyak0.00.00.00.00.00.00.06.3.9Aditif Anti Pengelupasan0.00.00.00.00.00.00.06.3.10Bahan pengisi (Filler) tambahan0.00.00.00.00.00.00.06.4 (1)Lasbutag0.00.00.00.00.06.4 (2)Latasbusir Kelas A0.00.00.00.00.06.4 (3)Latasbusir Kelas B0.00.00.00.00.06.4 (4)Bitumen Asbuton0.00.00.00.00.06.4 (5)Bitumen Bahan Peremaja0.00.00.00.00.06.4 (6)Bahan Anti Pengelupasan (anti Stripping Agent)0.00.00.00.00.06.5Campuran Aspal Dingin Untuk Pelapisan0.00.00.00.00.06.6.1Lapis Permukaan Penetrasi Macadam0.00.00.00.00.06.6.2Lapis Fondasi atau Perata Penetrasi Macadam0.00.00.00.00.00.00.00.00.00.07STRUKTUR0.00.00.00.00.07.1 (1)Beton Mutu Tinggi dengan fc' = 50 MPa (K-600)0.00.00.00.00.0215317.1.1Structural Concrete Class K5000.00.00.00.00.02037.1 (3)Structural Concrete Class K-4500.00.00.00.00.01737.1.2Structural Concrete Class K4000.00.00.00.00.00.00.07.1.3Structural Concrete Class K3500.00.00.00.00.00.01,3331917.1.4Structural Concrete Class K3000.00.00.00.00.00.00.00.00.00.00.00.00.00.07.1.5Structural Concrete Class K25021,269,281,525.3600.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.1.6Structural Concrete Class K1751,105,144,399.0300.00.00.07.1.7Cyclopean Concrete Class K1750.00.00.00.00.07.1.8Structural Concrete Class K125709,300,672.6500.00.00.00.00.00.07.1.9Precast Concrete for Deck Slab, Furnished0.00.00.00.007.1.10Additional Price Item 7.1 .1 to 7.1.5 for falsework in average height or over 4 meter and0.00.00.00.00.00.00.00every 10 cm Increase0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.007.2.1Precast Prestressed Units Type I Girder Span 16 m0.00.00.00.00.00.00.07.2.2Precast Prestressed Units Type I Girder Span 20 m0.00.00.00.00.007.2.3Precast Prestressed Units Type I Girder Span 22 m0.00.00.00.00.07.2.4Precast Prestressed Units Type I Girder Span 25 m0.00.00.00.00.07.2.5Precast Prestressed Units Type I Girder Span 28 m0.00.00.00.00.05587.2.6Precast Prestressed Units Type I Girder Span 30 m0.00.00.00.00.0191287.2.7Precast Prestressed Units Type I Girder Span 31 m0.00.00.00.00.00.00.07.2.8Precast Prestressed Units Type I Girder Span 35 m0.00.00.00.00.00.00.07.2.9Strand for Cast In-Situ Post Tensioning Concrete Work0.00.00.00.00.00.07.2.10Precast Hollow Slab Span 21 m0.00.00.00.00.00.07.2.11Diapraghma Concrete Class K350 Including Post Tensioning Work0.00.00.00.00.07.2.12External Prestressed Cable0.00.00.00.00.07.2.13.aPrecast Palnk Span 8 m0.00.00.00.00.07.2.13.bPrecast Palnk Span 10 m0.00.00.00.00.07.2.13.cPrecast Palnk Span 12.5 m0.00.00.00.00.0Precast Palnk Span 15 m0.00.00.00.00.07.2.13.ePrecast Palnk Span 17 m0.00.00.00.00.07.2 (7)Unit Pracetak Flat Slab Bentang 25,6 meter0.00.00.00.00.07.2 (11)aPemasangan Unit Pracetak Gelagar Type Bentang 25.6 meter0.00.00.00.00.07.3.1Reinforcing Steel Pain Round Bars BJ TP 2417,344,213,920.8200.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.3.2Reinforcing Steel Deformed Bars BJ TD 300.00.00.00.00.07.3.4Reinforcing Steel Deformed Bars BJ TD 401,222,579,884.2800.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.3 (4)Baja Tulangan BJ 39 Ulir0.00.00.00.00.07.3 (5)Baja Tulangan BJ 48 Ulir0.00.00.00.00.07.3.6Welded Wire Mesh0.00.00.00.00.07.4.1Structural Steel, Yield Point of 2.500 Kg/cm2, galvanized or painted, furnished and instalation0.00.00.00.00.00.07.4.2Structural Steel, Yield Point of 2.800 Kg/cm2, galvanized or painted, furnished and instalation0.00.00.00.00.07.4.3Structural Steel, Yield Point of 3.500 Kg/cm2, galvanized or painted, furnished and instalation0.00.00.00.00.07.4.4Preparation and Aplication or Croating to Galvanized steel work. Category A0.00.00.00.00.07.4.5Preparation and Aplication or Croating to Galvanized steel work. Category B0.00.00.00.00.07.4.6Preparation and Aplication or Croating to non Galvanized steel work. Category A0.00.00.00.00.07.4.7Preparation and Aplication or Croating to non Galvanized steel work. Category B0.00.00.00.00.07.5.1Erection of Steel Bridge Structure0.00.00.00.00.0Transportation of Steel Bridge Material0.00.00.00.00.0Supply of galvanized, Furnished steel bridge Span 30 m, width 9 m0.00.00.00.00.0Grouping of Mini Timber Piles (Cerucuk ), Furnished and Driven0.00.00.00.00.0Untreated Timber Sheet Pile0.00.00.00.00.0Treated Timber Sheet Pile0.00.00.00.00.07.6.8.aSteel Pipe Pile, Diameter 60 cm0.00.00.00.00.07.6.9.aPrecast Reincerfoid Concrete Pile, 35 cm x 35 cm Square, furnished0.00.00.00.00.07.6.9.bPrecast Reincerfoid Concrete Pile, 40 cm x 40 cm Square, furnished0.00.00.00.00.07.6.9.cPrecast Reincerfoid Concrete Pile, 45 cm x 45 cm Square, furnished0.00.00.00.00.07.6.10.aPrecast Prestressed Concrete Pile, 35 cm Diameter, furnished0.00.00.00.00.07.6.10.bPrecast Prestressed Concrete Pile, 40 cm Diameter, furnished0.00.00.00.00.07.6.10.cPrecast Prestressed Concrete Pile, 45 cm Diameter, furnished0.00.00.00.00.07.6.10.dPrecast Prestressed Concrete Pile, 50 cm Diameter, furnished0.00.00.00.00.0Timber Pile, Driven0.00.00.00.00.0Steel Pipe Pile, 40 cm diameter, Driven0.00.00.00.00.0Steel Pipe Pile, 50 cm diameter, Driven0.00.00.00.00.0Steel Pipe Pile, 40 cm diameter, Driven0.00.00.00.00.07.6.14Steel Pipe Pile, 60 cm diameter, Driven0.00.00.00.00.0Precast Concrete Pile, 35 cm x 35 cm, Square or 35 cm diameter, driven0.00.00.00.00.0Precast Concrete Pile, 40 cm x 40 cm, Square or 40 cm diameter, driven0.00.00.00.00.0Precast Concrete Pile, 45 cm x 45 cm, Square or 45 cm diameter, driven0.00.00.00.00.0(d) Diameter 500 mm0.00.00.00.00.07.6.17Precast Concrete Pile, 50 cm x 50 cm, Square or 50 cm diameter, driven0.00.00.00.00.0Cast in place Concrete Pile 60 cm diameter0.00.00.00.00.0Cast in place Concrete Pile 80 cm diameter0.00.00.00.00.0Cast in place Concrete Pile 120 cm diameter0.00.00.00.00.0Cast in place Concrete Pile 150 cm diameter0.00.00.00.00.07.6.25Static Load Test for diameter pile up to 600 mm0.00.00.00.00.00.00.00.00.00.00.00.07.6.26Static Load Test for diameter pile more than 600 mm0.00.00.00.00.07.6.28Dinamic Load Test (DLT) for diameter pile up to 600 mm0.00.00.00.00.0Dinamic Load Test (DLT) for diameter pile more than 600 mm0.00.00.00.00.0Cofferdam and Dewatering Works0.00.00.00.00.0Caisson 250 cm diameter, furnished0.00.00.00.00.0(d) Diameter 500 mm0.00.00.00.00.07.7.2Caisson 300 cm diameter, furnished0.00.00.00.00.0Caisson 350 cm diameter, furnished0.00.00.00.00.0Caisson 400 cm diameter, furnished0.00.00.00.00.0Caisson 250 cm diameter, sunk0.00.00.00.00.0Caisson 300 cm diameter, sunk0.00.00.00.00.07.7.7Caisson 350 cm diameter, sunk0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.7.8Caisson 400 cm diameter, sunk0.00.00.00.00.0Cement Mortar47,000,000.0000.00.00.00.0(b) Diameter 600 mm tebal 12 mm0.00.00.00.00.0(c) Diameter 1000 mm tebal 16 mm0.00.00.00.00.0(d) Diameter 500 mm0.00.00.00.00.07.6 (10) aTiang Bor Pile Baja ukuran 1.2 meter0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.6 (11)Cassing Tiang Bor Baja Ukuran 1200 mm0.00.00.00.00.07.6 (12)Tambahan biaya untuk no. Mata Pembayaran 7.6(10)a bila tiang bor baja dikerjakan di air0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.6 (13)Tambahan biaya untuk no. Mata Pembayaran 7.6(11) bila tiang bor dikerjakan diair0.00.00.00.00.07.6 (14)Tiang uji ukuran .......... Jenis ......0.00.00.00.00.07.6 (15)Pengujian pembebanan Statis Pada tiang ukuran/diameter .......0.00.00.00.00.0(a) Cara Meja Beban0.00.00.00.00.0(b) Cara Dongkrak0.00.00.00.00.07.6 (16)Pengujian pembebanan Dinamis Jnis0.00.00.00.00.00.00.0(a) PDA (Pile Driving Analisys)0.00.00.00.00.0(b) PDLT ( Pile Dynamic Load test)0.00.00.00.00.07.6 (17)Pengujian Keutuhan Tiang Dengan Pile Integrated Test0.00.00.00.00.07.7 (1)Pengadaan Dinding Sumuran Silinder, Diameter .......0.00.00.00.00.07.7 (2)Penurunan Dinding Sumuran Silinder, Diameter ...........0.00.00.00.00.07.9Stone masonry6,804,608,572.5100.00.00.00.00.00.07.10.1Grouted Rip Rap0.00.00.00.00.07.10.2Non - Grouted Rip Rap16,800,000.0000.00.00.00.07.10.3Gabions0.00.00.00.00.00.00.00.00.00.07.11.1Expansion Joint Asphaltic Fixed Type0.00.00.00.00.07.11.3Expansion Joint Seal Rubber 1 (Gap 21 mm - 41 mm)0.00.00.00.00.07.11.4Expansion Joint Seal Rubber 2 (Gap 32 mm - 62 mm)0.00.00.00.00.07.11.5Expansion Joint Seal Rubber 3 (Gap 42 mm - 82 mm)0.00.00.00.00.00.00.00.07.11.6Joint Filler for Construction Joint0.00.00.00.00.07.11.7Expansion Joint Steel Angel Type0.00.00.00.00.07.12.1Metal Bearing0.00.00.00.00.07.12.2Bearing Pad Type A0.00.00.00.00.07.12.3Bearing Pad Type B0.00.00.00.00.07.12.4Bearing Pad Type C0.00.00.00.00.07.12.5Bearing Pad Type D0.00.00.00.00.07.12.6Strip Bearing0.00.00.00.00.00.00.00.07.12.7Bearing Replacement, Furnished and placed0.00.00.00.00.00.00.00.07.13Steel Bridge's Railling0.00.00.00.00.00.00Tiang Sandaran Besi Plat Baja Type 20.00.00.00.00.00.00Dudukan Tiang Sandaran (Beton K -250)0.00.00.00.00.07.14Bridge Name Plate0.00.00.00.00.00.07.15.1Demolition of Stone Masonry0.00.00.00.00.07.15.2Demolition of Concrete9,722,714.8200.00.00.00.00.00.07.15.3Demolition of Prestressed Concrete4,852,735.9200.00.00.00.07.15.4Demolition of Building0.00.00.00.00.07.15.5Demolition of Steel Truss0.00.00.00.00.07.15.6Demolition of Steel Girder/Stringer0.00.00.00.00.07.15.7Demolition of Bridge Railling0.00.00.00.00.07.15.8Demolition of Timber Deck0.00.00.00.00.07.15.9Demolition of Timber Bridge0.00.00.00.00.07.15.10Haulage in excess 5 km0.00.00.00.00.0SS 7.16.mNon - Woven Geotextile Installation221,158,554.6900.00.00.00.00.00.00.00.00.00.00.00.08PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR0.00.00.08.1.1Aggregate Base Class A for Minor Works0.00.00.00.08.1.2Aggregate Base Class B for Minor Works0.00.00.00.08.1.3Aggregate for Unsaled Roads for Minor Works (Loose Volume)0.00.00.00.08.1.4Water-bound Macadam for Minor Works0.00.00.00.08.1.5Hot Asphaltic Mixture for Minor Works0.00.00.00.08.1.6Lasbutag or Latasbusir for minor Works0.00.00.00.08.1.7Penetration Macadam for Minor Works0.00.00.00.08.1.8Cold Asphaltic Mixture for Minor Works0.00.00.00.08.1.9Residural Bitumen for Minor Works0.00.00.00.08.2.1Excavation for Shoulder and Other Minor Works0.00.00.00.08.2 (2)Pembersihan dan Pembongkaran tanaman ( Diameter < 30 cm )0.00.00.00.08.2 (3)Pemotongan pohon diameter 30 - 50 cm0.00.00.00.08.2 (4)Pemotongan pohon diameter 50 - 75 cm0.00.00.00.08.2 (5)Pemotongan pohon diameter > 75 cm0.00.00.00.08.3.(1)Stabilisasi dengan tanaman0.00.00.00.08.3.(2)Semak/perdu0.00.00.00.08.3.(3)Penanaman Pohon0.00.00.00.00.00.08.4.1Pavement Markings Thermoplastic Type2,161,477,290.0000.00.00.00.00.08.4.2Pavement Markings Non Thermoplastic Type0.00.00.00.00.08.4.3.aRoad Signs with Reflector Engineering Grade Single (Size 600)222,661,595.5200.00.00.00.08.4.3.bRoad Signs with Reflector Engineering Grade Single (Size 750)0.00.00.00.00.08.4.3.cRoad Signs with Reflector Engineering Grade Single (Size 900)0.00.00.00.00.08.4.3.dRoad Signs with Reflector Engineering Grade Double (Size 600)0.00.00.00.00.08.4.(5)Patok Pengarah (Deliniator)0.00.00.00.00.00.08.4 (6).(a)Patok Kilometer0.00.00.00.00.08.4 (6).(b)Patok Hektometer0.00.00.00.00.08.4 (7)Rel Pengaman0.00.00.00.00.08.4 (8)Paku Jalan0.00.00.00.00.08.4.9Cat's Eye0.00.00.00.00.08.4.10.aPrecast Portland Cement Concrete Curb Type (A,C,E and Transition)0.00.00.00.00.00.08.4.10.bPrecast Portland Cement Concrete Type B0.00.00.00.00.08.4.10.cPrecast Portland Cement Concrete Type L10.00.00.00.00.00.08.4.10.dPrecast Portland Cement Concrete Curb Type L21,044,743,011.9400.00.00.00.00.08.4 (10)(b)Kerb Pracetak jenis 2 (Penghalang/ Barrier)0.00.00.00.00.08.4.10.ePrecast Portland Cement Concrete Type P10.00.00.00.00.08.4.10.fPrecast Portland Cement Concrete Type F0.00.00.00.00.00.08.4.11Re - used Existing Precast Portland Cement Concrete Curb0.00.00.00.00.0300438.4 (10)(f)Kerb Pracetak jenis 6 (Kerb dengan Bukaan)0.00.00.00.00.0119178.4 (10)(g)Kerb Pracetak jenis 7a (Kerb pada Pelandaian Trotoar)0.00.00.00.00.008.4 (10)(h)Kerb Pracetak jenis 7b (Kerb pada Pelandaian Trotoar)0.00.00.00.00.08.4 (10)(i)Kerb Pracetak jenis 7c (Kerb pada Pelandaian Trotoar)0.00.00.00.00.08.4 (11)(a)Pengecatan Kerb Pracetak0.00.00.00.00.08.4 (11)(b)Pengecatan Tembok Beton0.00.00.00.00.08.4 (11)Kerb Yang Digunakan Kembali0.00.00.00.00.08.4.12Block Paving on Side Walk or Medians 60 mm0.00.00.00.00.00.08.4(12)aPemasangan batu Andesit0.00.00.00.00.08.4(12)bPemasangam batu Tempel Palimanan0.00.00.00.00.08.4(12)cBatu Tempel marmo0.00.00.00.00.08.4(13)Pipa Baja Untuk Pembuangan Air dari Jembatan0.00.00.00.00.00.08.5 (1)Pengembalian Kondisi Lantai Jembatan beton0.00.00.00.00.08.5.1Reinstatement of Concrete Bridge Decks0.00.00.00.00.08.5.2Reinstatement of Timber Bridge Decks0.00.00.00.00.08.5.3Reinstatement of Structural

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