rab konstruksi di. sedadi - sni.xls

1 Jenis peralatan ExcavatorKomatsu PC - 200

2 Kapasitas tenaga (HP) 803 Umur (tahun) (A) 54 Waktu operasi 1 th (dlm jam) (W) 20005 Harga setempat (B) 1,000,000,000.006 Kapasitas 0.50

BIAYA PASTI PER JAM KERJA1 Nilai sisa (Rp) : 10% (B) (C) 100,000,000.002 Faktor angsuran modal (D) 0.24

3 Biaya pasti per jam (B-C)D+0.2xC (E)(W)

BIAYA OPERASI PER JAM1 Spare part & Ban (12,5% s/d 17,5%) B (F) 75,000

100 % W2 Work shop (6,25% s/d 8,75%) B (G) 35,000

W3 Bahan bakar (12% s/d 15%xHPxHarga BBM (H) 432004 Pelumas (0,35% s/d 0,60%)xHPxHarga Pelumas (I) 84005 Operator / Driver (J)6 Pembantu operasi (K)7 Biaya langsung : (F)+(G)+(H)+(I)+(J)+(K) (T)

OPERASI TOTAL PER JAM : (E)+(T)JENIS PEKERJAAN Galian tanah

a Bahan yang diperlukanb Peralatan yang diperlukan

1. ExcavatorKapasitas bucket (V) 0.50Faktor koreksi (F)- efisiensi alat (f1)- berat volume material (f2)- isian bucket (f3)- angle swing & lokasi (f4)F = f1 x f2 x f3 (F)Cycle time (C)Q1 = F x V (Q1) C (Q1)

2. Dump truckKapasitas muat (v)Jarak angkut rata-rata (d)Kec. Angkut rata-rata (s)Faktor koreksi (F)- efisiensi alat (f1)- berat volume material (f2)F = f1 x f2 (F)Cycle time (C)- Travelling = (2xd) / s (C1)

- Muat = (f2 x V) / Q1 (C2)- Tunggu putar = 1 menit (C3)

C = C1 + C2 + C3 (C)Produksi per jam (Q2)Q2 = F x V (Q2) CSetiap m3 diperlukan- excavator = 1/Q1 (1/Q1)- dump truck = 1/Q2 (1/Q2

b Produksi per hari (1hr = 6 jam)Q1 (Excavator)Q = 6 x Q1

Dump truckHino

805

2000200,000,000.00

m3 4.50 m3

20,000,000.000.334

15,000

7,000

432008400

Perhitungan adukan dengan alat (mollen)Jenis Pekerjaan : Pasangan batu belah

Satuan Pembayaran : m3

NO URAIAN KODE KOEF SATUAN KETERANGAN

I UMUM1 Lokasi pekerjaan sepanjang saluran irigasi2 Bahan dasar batu, pasir, semen3 Jarak rata-rata BC ke lokasi pekerjaan L4 Jam kerja efektirf rata-rata Jk 7 jam5 Perbandingan PC & pasir 1 : 4 Vol PC PC 20 %

Vol Pasir Ps 80 %6 Perbandingan batu mortar - Batu bt 65 %

(asumsi) - Mortar mr 35 %7 Berat Jenis Bahan

- Pas. Batu dengan mortar Bj. 1 2.40 ton/m3- Batu Bj. 2 1.60- Adukan (mortar) Bj. 3 1.80- Pasir Bj. 4 1.80- Semen (PC) Bj. 5 1.44

II PEMAKAIAN BAHAN, ALAT, DAN TENAGA1 Bahan

- Batu = (( bt x Bj. 1 x 1 m3 ) / Bj. 2 ) x 1.20 batu 1.17 m3- Semen = PC (( mr x Bj. 1 x 1 m3 ) / Bj. 3 ) x 1.05 x semen 141.12 kg

Bj. 5 x 1000- Pasir = Ps x (( mr x Bj. 1 x 1 m3) / Bj. 4 x 1.05 pasir 0.392 m3

2 Alata. Concrete mixer

kapasitas alat V 300 literFaktor efisiensi alat Fa 0.83Waktu siklus

- memuat T1 6 menit- mengaduk T2 4 menit- menuang T3 2 menit- tunggu, dll T4 5 menit

Ts 17 menit

Kapasitas produksi / jam = V x Fa x 60 Q 0.879 m31000 x TS

Koef. alat / m3 = 1 : Q Ej 1.138 jam

3 Tenaga- Produksi menentukan = Produksi mollen Q 0.879 m3/jam- Produksi pas. Batu dengan = Jk x Q Qt 6.152 m3

mollen per hari

Kebutuhan tenaga- mandor M 1 orang- tukang batu Tb 2 orang- pekerja P 10 orang

Koefisien tenaga per m3- mandor = ( Jk x M ) /Qt mandor 1.138 jam- tukang batu = ( Jk x Tb ) / Qt tk. batu 2.276 jam- pekerja = ( Jk x P ) / Qt pekerja 11.379 jam

- = T1 + T2 + T3 + T4

NO URAIAN KODE KOEF SATUAN KETERANGAN

Koefisien tenaga, alat per m3- mandor = M / Qt mandor 0.163 m3 / hr- tukang batu = Tb / Qt tk. batu 0.325 m3 / hrpekerja = P / Qt pekerja 1.626 m3 / hr

Koefisien alat m3 / hr = 1 / Qt Ea 0.1626 m3 / hr

Koefisien tenaga dengan BOW mandor 0.180 m3 / hrtk. batu 1.200 m3 / hrkep. tukang 3.600 m3 / hrpekerja 0.012 m3 / hr

Koefisien bahan BOW batu belah 1.200 m3PC 4.071 zakpasir 0.522 m3

Modifikasi analisa BOW + AlatKoefisien tenaga- mandor = 0.18 - 0.162 mandor 0.018 m3 / hr- tukang batu = 1.20 - 0.325 tukang batu 0.875 m3 / hr- kepala tukang = 0.012 - 0 kepala tukan 0.012 m3 / hrpekerja = 3.6 - 1.625 pekerja 7.975 m3 / hr

Koefisien bahan- batu belah batu belah 1.200 m3- PC PC 4.071 zak- Pasir Pasir 0.522 m3

Alat mollen Alat 0.1625 m3 / hr

ANALISA ALAT BERAT

1 Jenis peralatan Excavator Dump truck Truck craneKomatsu PC - 200 Hino

2 Kapasitas tenaga (HP) 80 80 803 Umur (tahun) (A) 5 5 54 Waktu operasi 1 th (dlm jam) (W) 2000 2000 20005 Harga setempat (B) 1,000,000,000.00 200,000,000.00 200,000,000.006 Kapasitas 0.50 m3 4.50 m3 2.00 trip

BIAYA PASTI PER JAM KERJA1 Harga Penyusutan (B - 0.1xB) B - 0,01% B (C) 900,000,000.00 180,000,000.00 180,000,000.00

2 Penyusutan (Rp) C (D) 90,000 18,000 18,00010000

3 Biaya Bunga, dll. (Rp) 12% B 60,000 12,000 12,000W

BIAYA OPERASI PER JAMBBM/Pelumas

1 Solar (liter) (10-16)x4800 (E) 76,800.00 48,000.00 76,800.002 Olie Mesin (liter) 8% - 10% x 30000 (F) 2,400.00 3,000.00 2,400.003 Olie Transmisi (liter) 1,5% - 3% x 30000 (G) 510.00 780.00 510.004 Olie Hidrolis (liter) 15% x 30000 (H) 4,500.00 390.00 4,500.005 Grease (liter) 2% x 30000 (I) 600.00 240.00 600.006 Biaya Repair 6% C (J) 27,000.00 5,400.00 5,400.00

W7 Biaya Driver 6750 6750 6750

Biaya Operasional per jam 268,560 94,560 126,960 Rp 268,560.00 Rp 94,560.00 Rp 126,960.00

OPERASI TOTAL PER JAM : (E)+(T)JENIS PEKERJAAN Galian tanah

a Bahan yang diperlukanb Peralatan yang diperlukan

1. ExcavatorKapasitas bucket (V) 0.50

Faktor koreksi (F)- Eff. Kerja Siang (f1) 0.90- Ketrampilan operator rata-rata (f2) 0.90- Cuaca cerah (f3) 0.90- Cara kerja (f4) 0.90F = f1 x f2 x f3 x f4 (F) 0.66Waktu muat, buang/pindah dll (Ws) Ws 0.50 mntTrip per jam 60 (t) 120.00 trip

Ws

Produksi maksimum 60.00 m3Produksi per jam (Q1) 39.37 m3

39.00 m3

2. Dump truckJarak angkut 5 km (s1) 5.00 kmKapasitas muat (a) 4.50Kec. dengan beban (v1) 17.00 km/jam

0.28 km/mntKec. tanpa beban (v2) 30.00 km/jam

0.50 km/mnt

Siklus excavator (c1) 1.00 mntKapasitas excavator (b) 0.50 m3Faktor koreksi (F) 0.80Jumlah siklus excavator mengisi a 11.25dump truck b x F 11.00 mnt

Waktu muat (t1) 11.00 mnt

Waktu angkut dan kembaliWaktu angkut s1 (t2') 17.65 mnt

v1Waktu kembali s1 (t2") 10.00 mnt

v2Jumlah (t2) 27.65 mnt

Waktu buang dan tunggu (t3) 5.00 mntWaktu Dump Truck mengambil posisi (t4) 1.00 mntJadi Siklus Waktu : (1 + 2 + 3 + 4) (T) 44.65 mnt

Perkiraan Jumlah Dump Truck 24.65 2.24t1

Dibulatkan 2.00 unitFaktor Bucket Loading (f) 0.6Efisiensi Kerja Excavator (e) 0.74

Produksi/Siklus 3.36 m3(Q) 6.68 m3/jam

T

(S C)

S C x c1

(S truck)

(C)C x e x S truck

3. Truck craneKapasitas (V) 2.00

Faktor koreksi (F)- Efisiensi alat (f1) 0.90- Ketrampilan operator rata-rata (f2) 0.90- Angle swing & lokasi (f3) 0.65- Cara kerja (f4) 0.90F = f1 x f2 x f3 x f4 (F) 0.47Waktu muat, buang/pindah dll (Ws) Ws 5.00 mntTrip per jam 60 (t) 12.00 trip

Ws

Produksi maksimum 24.00 tripProduksi per jam 11.37

11.00

ANALISA ALAT BERAT

PEKERJAAN : DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER : BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI : KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN : 2008

II. PEKERJAAN TANAH DENGAN ALAT BERAT

ALT. 1 1 m3 Galian tanah alur (1x kerukan)

- Excavator : 1.00 x Rp 268,560.00 = Rp 6,886.15 39.00

- Perapihan : = Rp 5,000.00 Jumlah = Rp 11,886.15 Dibulatkan = Rp 11,886.00

ALT. 2 1 m3 Galian tanah diangkut sejauh 5 km

- Excavator : 1.00 x Rp 268,560.00 = Rp 4,630.34 58.00

- Dump Truck : 3.00 x Rp 94,560.00 = Rp 42,449.18 6.68


ALT. 3 1 m3 Galian tanah diangkut sejauh 10 km

- Excavator : 1.00 x Rp 268,560.00 = Rp 4,630.34 58.00

- Dump Truck : 3.00 x Rp 94,560.00 = Rp 68,735.24 4.13


ALT. 4 1 m3 Membuat tanggul tanah diangkut sejauh 50 m'

- Excavator : 1.00 x Rp 268,560.00 = Rp 4,630.34 58.00

- Dump Truck : 1.00 x Rp 94,560.00 = Rp 1,970.00 48.00

- Pekerja : 1.00 x Rp 94,560.00 = Rp 378.24 250.00


ALT. 1 1 jam Truck crane mengangkat precast

- Truck crane : 1.00 x Rp 126,960.00 = Rp 11,541.82 11.00

- Pemasangan : = Rp 15,000.00 Jumlah = Rp 26,541.82 Dibulatkan = Rp 26,541.00

ANALISA ALAT BERAT - 9

ANALISA PENGGUNAAN ALAT BERAT


I. PERHITUNGAN PRODUKSI ALAT

1.1. BULDOZER

1.1.1. Jarak dorong rata-rata = 50.00 mKapasitas blade = 4.50 m3Beban = 4.50 x 1.65 = 7.43 Koefisien Traksi = 0.70 Traksi Kritis = 0.70 x 7.43 = 5.20 Traktor dapat bekerja dengan :Kecepatan Maju = 2.50 km/jam = 41.67 m/menitKecepatan Mundur = 5.20 km/jam = 86.67 m/menit

Waktu Maju (Wp) = 50.00 = 1.20 menit 41.67

Waktu Mundur (Wj) = 50.00 = 0.58 menit 86.67

Waktu buang/pindah, dll. = 0.30 menit Ws = 2.08 menit

Trip per jam = 60.00 = 28.89 menit 2.08

Diperhitungkan = 28.00 trip Produksi Maksimum = 4.50 x 28.00 = 126.00 m3/jam

Faktor Koreksi (Fk) :Eff. Kerja Siang (a) = 0.80 Ketrampilan operator rata-rata (b) = 0.90 Cuaca cerah © = 0.90 Cara kerja (d) = 0.75 Kekerasan tanah (e) = 0.80 FK : (a x b x c x d x e) = 0.39 Taksiran Produksi = 126.00 x 0.39 = 48.99 m3/jamDiperhitungkan = 48.00 m3/jam

1.1.2. Produksi Perataan Tanah (Striping)Kapasitas blade = 4.50 m3Beban = 4.50 x 1.65 = 7.43 tonKoefisien Traksi = 0.70 Traksi Kritis = 0.70 x 7.43 = 5.20 tonTraktor dapat bekerja dengan :Kecepatan Maju = 2.50 km/jam = 41.67 m/menitKecepatan Mundur = 5.20 km/jam = 86.67 m/menit

Jarak Dorong Rata-rata = 100.00 mKedalaman Striping = 0.20 m

Waktu maju (Wp) = 100.00 = 2.40 menit 41.67

Waktu Mundur (Wj) = 100.00 = 1.15 menit 86.67



Waktu buang/pindah, dll. = 0.50 menit Ws = 4.05 menit

Trip per jam = 60.00 = 14.80 menit 4.05

Diperhitungkan = 14.00 trip Produksi Maksimum = 4.50 x 14.00 = 63.00 m3/jam

= 63.00 = 315.00 m3/jam0.20

Faktor Koreksi (Fk) :Eff. Kerja Siang (a) = 0.80 Ketrampilan operator rata-rata (b) = 0.90 Cuaca cerah © = 1.00 Cara kerja (d) = 0.75 Kekerasan tanah (e) = 0.80 FK : (a x b x c x d x e) = 0.43 Taksiran Produksi = 315.00 x 0.43 = 136.08 m3/jamDiperhitungkan = 136.00 m3/jam

1.1.3 Produksi Pemadatan Tanah (6 lintasan)Banyak Lintasan = 6.00 lintasanKecepatan Rata-rata = 3.00 km/jam = 3,000.00 m/jamLebar Efektif = 1.00 mTebal Lapisan = 0.25 m

Produksi = 1,00 x 3.000,00 x 0,25 = 125.00 m3/jam6.00

Dibulatkan = 125.00 m3/jam

1.2. EXCAVATORKapasitas bucket = 0.50 m3Beban = 0.50 x 1.65 = 0.83 tonBerat Excavator = 18.50 tonTotal = 19.33 ton

Koefisien Traksi = 0.55Traksi Kritis = 0.55 x 19.33 = 10.63 ton

Waktu muat, buang/pindah, dll. (Ws) = 0.50 menit Trip per jam = 60.00 = 120.00 trip

0.50

Diperhitungkan = 120.00 trip Produksi Maksimum = 0.50 x 120.00 = 60.00 m3Faktor Koreksi (Fk) :Eff. Kerja Siang (a) = 0.90Ketrampilan operator rata-rata (b) = 0.90Cuaca cerah ( c ) = 0.90Cara kerja (d) = 0.90FK : (a x b x c x d) = 0.66Taksiran Produksi = 60.00 x 0.66 = 39.37 m3/jamDiperhitungkan = 39.00 m3/jam



1.3. DUMP TRUCK

1.3.1. Jarak Angkut = 5.00 kmKapasitas (a) = 4.50 m3Kecep. dengan Beban = 17.00 km/jam

= 0.28 km/menit

Kecep. tanpa Beban = 30.00 km/jam= 0.50 km/menit

Siklus Back Hoe = 1.00 menitkapasitas Back Hoe (b) = 0.50 m3Faktor Koreksi (Fk) = 0.80

Jumlah Siklus yang diperlukanBack Hoe untuk mengisi Dump = a = 4.50 = 11.25 menitTruck b x Fk 0,8 x 0,8

Dibulatkan = 11.00 menit

Waktu muat = 11.00 x 1.00 = 11.00 menit (1)

Waktu angkut dan kembali :Waktu angkut = 5.00 = 17.65 menit

0.28Waktu kembali = 5.00 = 10.00 menit

0.50Jumlah = 27.65 menit (2)

Waktu buang dan tunggu = 5.00 menit (3)Waktu Dump Truck mengambil posisi = 1.00 menit (4)Jadi Siklus Waktu : (1 + 2 + 3 + 4) = 44.65 menit

Perkiraan Jumlah Dump Truck = 24.65 = 2.2411.00

Dibulatkan = 2.00Faktor Bucket Loading = 0.60Efisiensi Kerja Excavator = 0.74Produksi/Siklus =

C = 7.00 x 0.80 x 0.60 = 3.36 m3Q = 60,00 x 3,36 x 0.74 x 3.00 = 6.68 m3/jam

44.65

1.3.2. Jarak Angkut = 10.00 kmKapasitas (a) = 4.50 m3Kecep. dengan Beban = 17.00 km/jam

= 0.28 km/menit

Kecep. tanpa Beban = 30.00 km/jam= 0.50 km/menit

Siklus Back Hoe = 1.00 menitkapasitas Back Hoe (b) = 0.50 m3Faktor Koreksi (Fk) = 0.80

Jumlah Siklus yang diperlukanBack Hoe untuk mengisi Dump = a = 4.50 = 11.25 menitTruck b x Fk 0,8 x 0,8



Dibulatkan = 11.00 menit



Waktu muat = 11.00 x 1.00 = 11.00 menit (1)

Waktu angkut dan kembali :Waktu angkut = 10.00 = 35.29 menit

0.28Waktu kembali = 10.00 = 20.00 menit

0.50Jumlah = 55.29 menit (2)

Waktu buang dan tunggu = 5.00 menit (3)Waktu Dump Truck mengambil posisi = 1.00 menit (4)Jadi Siklus Waktu : (1 + 2 + 3 + 4) = 72.29 menit

Perkiraan Jumlah Dump Truck = 24.65 = 2.2411.00

Dibulatkan = 2.00

Faktor Bucket Loading = 0.60Efisiensi Kerja Excavator = 0.74Produksi/Siklus =

C = 7.00 x 0.80 x 0.60 = 3.36 m3Q = 60,00 x 3,36 x 0.74 x 3.00 = 4.13 m3/jam

72.29



II. PERHITUNGAN BIAYA ALAT

2.1. BULDOZER1. Nama alat = Buldozer2. Model/Merk = Komatsu D 65 P3. Harga alat (Rp) = 900,000,000.00 4. Umur ekonomi *th = 55. Jam kerja/th = 2,0006. = 907. Harga penyusutan (Rp) = 900,000,000.00 - 90,000,000.00 = Rp 810,000,000.00

7.1. Penyusutan (Rp) = 810,000,000.00 = Rp 81,000.00 10,000

7.2. Biaya Bunga, dll. (Rp) = 900,000,000.00 x 0.12 = Rp 54,000.00 2,000

8. BBM/Pelumas :8.1. Solar (liter) = 22.000 x Rp 4,800.00 = Rp 105,600.00 8.2. Olie Mesin (liter) = 0.120 x Rp 30,000.00 = Rp 3,600.00 8.3. Olie Transmisi (liter) = 0.030 x Rp 30,000.00 = Rp 900.00 8.4. Olie Hidrolis (liter) = 0.048 x Rp 30,000.00 = Rp 1,440.00 8.5. Grease (liter) = 0.010 x Rp 30,000.00 = Rp 300.00 8.6. Final Drive (liter) = 0.040 x Rp 30,000.00 = Rp 1,200.00

= Rp 113,040.00

9. Biaya Repair = 810,000,000.00 x 0.06 = Rp 24,300.00 2,000

10. Biaya Driver = 750,000.00 + Rp 3,000.00 = Rp 6,750.00 200

Biaya operasional tiap jam = Rp 279,090.00 Dibulatkan = Rp 279,090.00

2.2. EXCAVATOR1. Nama alat = Excavator2. Model/Merk = Komatsu PC 2003. Harga alat (Rp) = 1,000,000,000.00 4. Umur ekonomi *th = 55. Jam kerja/th = 20006. = 39.007. Harga penyusutan (Rp) = 1,000,000,000.00 - 100,000,000.00 = Rp 900,000,000.00

7.1. Penyusutan (Rp) = 900,000,000.00 = Rp 90,000.00 10,000

7.2. Biaya Bunga, dll. (Rp) = 1,000,000,000.00 x 0.12 = Rp 60,000.00 2,000

8. BBM/Pelumas :8.1. Solar (liter) = 16.000 x Rp 4,800.00 = Rp 76,800.00 8.2. Olie Mesin (liter) = 0.080 x Rp 30,000.00 = Rp 2,400.00 8.3. Olie Transmisi (liter) = 0.017 x Rp 30,000.00 = Rp 510.00 8.4. Olie Hidrolis (liter) = 0.150 x Rp 30,000.00 = Rp 4,500.00 8.5. Grease (liter) = 0.020 x Rp 30,000.00 = Rp 600.00

= Rp 84,810.00

Kapasitas (m3/jam)

Kapasitas (m3/jam)



9. Biaya Repair = 900,000,000.00 x 0.06 = Rp 27,000.00 2,000



2.3. DUMP TRUCK1. Nama alat = Dump Truck2. Model/Merk = Hino3. Harga alat (Rp) = 200,000,000.00 4. Umur ekonomi *th = 55. Jam kerja/th = 20006. = 37. Harga penyusutan (Rp) = 200,000,000.00 - 20,000,000.00 = Rp 180,000,000.00

7.1. Penyusutan (Rp) = 180,000,000.00 = Rp 18,000.00 10,000

7.2. Biaya Bunga, dll. (Rp) = 200,000,000.00 x 0.12 = Rp 12,000.00 2,000

8. BBM/Pelumas :8.1. Solar (liter) = 10.000 x Rp 4,800.00 = Rp 48,000.00 8.2. Olie Mesin (liter) = 0.100 x Rp 30,000.00 = Rp 3,000.00 8.3. Olie Transmisi (liter) = 0.026 x Rp 30,000.00 = Rp 780.00 8.4. Olie Hidrolis (liter) = 0.013 x Rp 30,000.00 = Rp 390.00 8.5. Grease (liter) = 0.008 x Rp 30,000.00 = Rp 240.00

= Rp 52,410.00

9. Biaya Repair = 180,000,000.00 x 0.06 = Rp 5,400.00 2,000



Kapasitas (m3/jam)

HARGA SATUAN BAHAN DAN UPAH - 16

HARGA SATUAN BAHAN DAN UPAH TENAGA


NO URAIAN SATUAN HARGA

I. TENAGA KERJA1 Pekerja 1 Org/hari Rp 29,000.00 2 Tukang batu 1 Org/hari Rp 33,500.00 3 Tukang kayu 1 Org/hari Rp 33,500.00 4 Tukang besi 1 Org/hari Rp 33,500.00 5 Tukang cat 2 Org/hari Rp 33,500.00 6 Kepala tukang 1 Org/hari Rp 36,500.00 7 Mandor 1 Org/hari Rp 35,000.00 8 Operator pancang 1 Org/meter Rp 35,000.00 9 Operator crane 1 Org/hari Rp 35,000.00

II. BAHAN - BAHAN / MATERIAL / PERALATAN1 Semen (40 Kg) Zak Rp 39,000.00 2 Semen (50 Kg) Zak Rp 48,000.00 3 Semen (40 Kg) kg Rp 975.00 4 Semen (50 Kg) kg Rp 960.00 5 Pasir beton Rp 150,000.00 6 Pasir pasang Rp 115,000.00 7 Pasir urug Rp 60,000.00 8 Tanah Urug Rp 37,245.00 9 Sirtu Rp 89,180.00

10 Batu Kali Belah Rp 110,000.00 11 Batu Kali Bulat Rp 100,000.00 12 Batu Pecah / Split 2/3 Rp 160,000.00 13 Besi beton U-24 Kg Rp 10,500.00 14 Besi beton ulir Kg Rp 12,000.00 15 Baja Tulangan Beton Kg Rp 8,450.00 16 Bendrat Kg Rp 14,500.00 17 Paku Kg Rp 15,400.00 18 Papan Terentang Rp 1,300,000.00 19 Kaso 5/7 untuk begesting Rp 1,560,000.00 20 Kayu Stoot batang Rp 28,600.00 21 Kayu Kruing Rp 4,400,000.00 22 Kayu Jati Rp 16,400,000.00 23 Peralatan pengecoran beton bh Rp 130,000.00 24 Peralatan pembesian / Spancer bh Rp 6,500.00 25 m' Rp 35,000.00 26 m' Rp 50,000.00 27 Baut dan Mur d=20 mm bh Rp 10,000.00 28 Plat kunci bh Rp 250,000.00 29 Kuningan bh Rp 650,000.00 30 bh Rp 5,000.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

Pipa PVC Pipa Galvanis Ø 5 cm

Angkur Ø 16 mm, panjang 40 cm

HARGA SATUAN BAHAN DAN UPAH - 17

HARGA SATUAN BAHAN DAN UPAH TENAGA


NO URAIAN SATUAN HARGA

31 Plamur Tembok Kg Rp 7,500.00 32 Cat Tembok Kg Rp 10,000.00 33 Amplas Lmbr Rp 3,000.00 34 Nomenklatur bh Rp 150,000.00 35 Peil schall bh Rp 300,000.00 36 Papan eksploitasi bh Rp 1,500,000.00 37 Pintu sorong bh Rp 1,500,000.00 38 Pintu angkat bh Rp 1,500,000.00 39 Service pintu sorong Ls Rp 1,000,000.00 40 Geotextile Rp 65,000.00 41 Air Rp 8,500.00 42 Minyak bekisting ltr Rp 14,500.00 43 Meni kg Rp 12,500.00 44 Cat dasar kg Rp 12,000.00 45 Dempul/plamur kg Rp 10,000.00 46 Cat penutup kg Rp 35,000.00 47 Dolken kayu btg Rp 23,000.00 48 Plywood tebal 9 mm lbr Rp 81,000.00 49 Bata merah bh Rp 300.00 50 Matras beton 90x90 cm2 tebal = 13 cm nos Rp 410,000.00

m2

m3

ANALISA HARGA SATUAN PEKERJAAN - 18

ANALISA HARGA SATUAN PEKERJAAN


ANALISA SNIA. PEKERJAAN TANAH (DT 91-0008 2007)

A1 6.1. 1 m3 Galian tanah biasa1.05 Oh Pekerja @ Rp. 29,000.00 = Rp. 30,450.00

0.067 Oh Mandor @ Rp. 35,000.00 = Rp. 2,345.00 Jumlah = Rp. 32,795.00

A2 6.2. 1 m3 Galian tanah keras sedalam 1 m1.000 Oh Pekerja @ Rp. 29,000.00 = Rp. 29,000.00 0.032 Oh Mandor @ Rp. 35,000.00 = Rp. 1,120.00

Jumlah = Rp. 30,120.00

A3 6.3. 1 m3 Galian tanah cadas sedalam 1 m1.500 Oh Pekerja @ Rp. 29,000.00 = Rp. 43,500.00 0.060 Oh Mandor @ Rp. 35,000.00 = Rp. 2,100.00

Jumlah = Rp. 45,600.00

A4 6.4. 1 m3 Galian tanah lumpur sedalam 1 m1.200 Oh Pekerja @ Rp. 29,000.00 = Rp. 34,800.00 0.045 Oh Mandor @ Rp. 35,000.00 = Rp. 1,575.00

Jumlah = Rp. 36,375.00

A5 6.5. 1 m2 Pekerjaan Striping Tebing0.05 Oh Pekerja @ Rp. 29,000.00 = Rp. 1,450.00

0.005 Oh Mandor @ Rp. 35,000.00 = Rp. 175.00 Jumlah = Rp. 1,625.00

A6 6.6. 1 m2 Membersihkan lapangan dan perataan 0.1 Oh Pekerja @ Rp. 29,000.00 = Rp. 2,900.00


A7 6.7. 1 m3 Urugan kembali dipadatkan 0.692 Oh Pekerja @ Rp. 29,000.00 = Rp. 20,068.00 0.069 Oh Mandor @ Rp. 35,000.00 = Rp. 2,415.00

Jumlah = Rp. 22,483.00

A8 6.8. 1 m3 Urugan pasir urug1.2 m3 Pasir urug @ Rp. 60,000.00 = Rp. 72,000.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00


A9 6.9. 1 m3 Urugan tanah urug1.2 m3 Tanah urug @ Rp. 37,245.00 = Rp. 44,694.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00



A10 6.10. 1 m3 Urugan sirtu1.2 m3 Sirtu @ Rp. 89,180.00 = Rp. 107,016.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00


B. PEKERJAAN PONDASI (DT 91-0007 2008)

B1 6.11. 1 m3 Pasangan batu kali belah 1 Pc : 3 Ps 1.2 m3 Batu kali belah @ Rp. 110,000.00 = Rp. 132,000.00

202.000 Kg P.C. @ Rp. 975.00 = Rp. 196,950.00 0.485 m3 Pasir pasang @ Rp. 115,000.00 = Rp. 55,775.00

1.5 Oh Pekerja @ Rp. 29,000.00 = Rp. 43,500.00 0.6 Oh Tukang batu @ Rp. 33,500.00 = Rp. 20,100.00

0.06 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 2,190.00 0.075 Oh Mandor @ Rp. 35,000.00 = Rp. 2,625.00

Jumlah = Rp. 453,140.00

B2 6.12. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps 1.2 M3 Batu belah @ Rp. 110,000.00 = Rp. 132,000.00

163.000 Kg P.C. @ Rp. 975.00 = Rp. 158,925.00 0.520 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 59,800.00



Jumlah = Rp. 419,140.00

B3 6.13. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps (batu tersedia 50%) 0.600 M3 Batu belah @ Rp. 110,000.00 = Rp. 66,000.00 163.000 Kg P.C. @ Rp. 975.00 = Rp. 158,925.00 0.520 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 59,800.00 1.500 Oh Pekerja @ Rp. 29,000.00 = Rp. 43,500.00 0.600 Oh Tukang batu @ Rp. 33,500.00 = Rp. 20,100.00 0.060 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 2,190.00 0.075 Oh Mandor @ Rp. 35,000.00 = Rp. 2,625.00

Jumlah = Rp. 353,140.00

B4 6.13'. 1 m3 Bongkaran pasangan batu 6.667 Oh Pekerja @ Rp. 29,000.00 = Rp. 193,343.00 0.033 Oh Mandor @ Rp. 35,000.00 = Rp. 1,155.00

Jumlah = Rp. 194,498.00

C. PEKERJAAN DINDING (DT 91-009 2007)

C1 6.14. 1 m2 Pasangan bata merah tebal 1/2 bata 1 PC : 3 Kp : 10 Ps. 70 Bh Bata merah @ Rp. 300.00 = Rp. 21,000.00 4.5 Kg P.C. @ Rp. 975.00 = Rp. 4,387.50

0.05 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 5,750.00 0.015 M3 Kapur pasang @ Rp. 115,000.00 = Rp. 1,725.00


0.01 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 365.00 0.015 Oh Mandor @ Rp. 35,000.00 = Rp. 525.00

Jumlah = Rp. 45,802.50


D. PEKERJAAN PLESTERAN (DT 91-0010 2007)

D1 6.15. 1 m2 Plesteran campuran 1 Pc : 3 Ps tebal 20 mm 10.368 Kg P. C. @ Rp. 975.00 = Rp. 10,108.80

0.027 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 3,105.00 0.26 Oh Pekerja @ Rp. 29,000.00 = Rp. 7,540.00 0.20 Oh Tukang batu @ Rp. 33,500.00 = Rp. 6,700.00 0.02 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 730.00



0.020 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 2,300.00 0.2 Oh Pekerja @ Rp. 29,000.00 = Rp. 5,800.00

0.15 Oh Tukang batu @ Rp. 33,500.00 = Rp. 5,025.00 0.015 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 547.50


D3 6.17. 1 m' Plesteran skoning 1 Pc : 2 Ps 0.5 Kg P. C. @ Rp. 975.00 = Rp. 487.50

0.002 m3 Pasir pasang @ Rp. 115,000.00 = Rp. 230.00 0.057 Oh Pekerja @ Rp. 29,000.00 = Rp. 1,653.00

0.38 Oh Tukang batu @ Rp. 33,500.00 = Rp. 12,730.00 0.038 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,387.00 0.003 Oh Mandor @ Rp. 35,000.00 = Rp. 105.00

Jumlah = Rp. 16,592.50

D6 6.20. 1 m2 Siaran adukan 1 PC : 2 Ps 6.34 Kg P. C. (Tiga roda) @ Rp. 975.00 = Rp. 6,181.50


0.14 Oh Tukang batu @ Rp. 33,500.00 = Rp. 4,690.00 0.014 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 511.00 0.015 Oh Mandor @ Rp. 35,000.00 = Rp. 525.00

Jumlah = Rp. 21,987.50


E. PEKERJAAN BETON (DT 91-0008 2007)

E1 6.21. 1 m3 Membuat lantai kerja beton mutu f'c = 7,4 Mpa (K.100) 247 Kg P.C. @ Rp. 975.00 = Rp. 240,825.00 869 kg Pasir beton @ Rp. 107.14 = Rp. 93,107.14 999 kg Batu pecah 2/3 @ Rp. 118.52 = Rp. 118,400.00 215 ltr Air @ Rp. 8.50 = Rp. 1,827.50 1.65 Oh Pekerja @ Rp. 29,000.00 = Rp. 47,850.00

0.275 Oh Tukang batu @ Rp. 33,500.00 = Rp. 9,212.50 0.028 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,022.00 0.083 Oh Mandor @ Rp. 35,000.00 = Rp. 2,905.00

Jumlah = Rp. 515,149.14

E2 6.22. 1 m3 Campuran Beton Mutu K.175 326 Kg P.C. @ Rp. 975.00 = Rp. 317,850.00 760 kg Pasir beton @ Rp. 107.14 = Rp. 81,428.57

1029 kg Batu pecah 2/3 @ Rp. 118.52 = Rp. 121,955.56 215 ltr Air @ Rp. 8.50 = Rp. 1,827.50 1.65 Oh Pekerja @ Rp. 29,000.00 = Rp. 47,850.00

0.250 Oh Tukang batu @ Rp. 33,500.00 = Rp. 8,375.00 0.025 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 912.50 0.080 Oh Mandor @ Rp. 35,000.00 = Rp. 2,800.00

Jumlah = Rp. 582,999.13


1047 kg Batu pecah 2/3 @ Rp. 118.52 = Rp. 124,088.89 215 ltr Air @ Rp. 8.50 = Rp. 1,827.50 1.65 Oh Pekerja @ Rp. 29,000.00 = Rp. 47,850.00 0.25 Oh Tukang batu @ Rp. 33,500.00 = Rp. 8,375.00

0.025 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 912.50 0.08 Oh Mandor @ Rp. 35,000.00 = Rp. 2,800.00

Jumlah = Rp. 622,364.60

1 m3 Campuran Beton Mutu K.250 384 Kg P.C. @ Rp. 975.00 = Rp. 374,400.00 692 kg Pasir beton @ Rp. 107.14 = Rp. 74,142.86



Jumlah = Rp. 633,448.60

E4 6.24. 1 Kg Pembesian dengan besi polos atau besi ulir 1.05 Kg Besi beton @ Rp. 10,500.00 = Rp. 11,025.00

0.015 Kg Kawat beton @ Rp. 14,500.00 = Rp. 217.50 0.007 Oh Pekerja @ Rp. 29,000.00 = Rp. 203.00 0.007 Oh Tukang besi @ Rp. 33,500.00 = Rp. 234.50


Jumlah = Rp. 11,719.55

E5 6.25. 1 m2 Pasang begesting untuk sloof 0.045 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 58,500.00

0.3 Kg Paku @ Rp. 15,400.00 = Rp. 4,620.00 0.1 Ltr Minyak begesting @ Rp. 14,500.00 = Rp. 1,450.00

0.52 Oh Pekerja @ Rp. 29,000.00 = Rp. 15,080.00 0.26 Oh Tukang kayu @ Rp. 33,500.00 = Rp. 8,710.00



Jumlah = Rp. 90,219.00


E6 6.26. 1 m2 Pasang begesting untuk lantai 0.04 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 52,000.00


0.015 m3 Balok kayu @ Rp. 750,000.00 = Rp. 11,250.00 0.35 Lbr Plywood tebal 9 mm @ Rp. 81,000.00 = Rp. 28,350.00

6 Btg Dolken kayu @ Rp. 23,000.00 = Rp. 138,000.00 0.52 Oh Pekerja @ Rp. 29,000.00 = Rp. 15,080.00 0.26 Oh Tukang kayu @ Rp. 33,500.00 = Rp. 8,710.00


Jumlah = Rp. 264,309.00

E7 6.27. 1 m2 Pasang begesting untuk dinding 0.03 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 39,000.00



3 Btg Dolken kayu @ Rp. 23,000.00 = Rp. 69,000.00 4 Bh Spacer/alat bantu @ Rp. 6,500.00 = Rp. 26,000.00



Jumlah = Rp. 218,964.50

E8 6.28. 1 m2 Pasang begesting untuk balok 0.04 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 52,000.00




0.033 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,204.50 0.006 Oh Mandor @ Rp. 35,000.00 = Rp. 210.00

Jumlah = Rp. 178,269.50

E9 Ls 1 m3 Balok Sloof 25/40 Beton bertulang K.250 Precast 1 m3 Beton K.225 @ Rp. 633,448.60 = Rp. 633,448.60

75 Kg Pembesian @ Rp. 11,719.55 = Rp. 878,966.25 8 m2 begesting sloof @ Rp. 90,219.00 = Rp. 721,752.00

Jumlah Rp. 2,234,166.85

E10 Ls 1 m3 Lining Beton bertulang K.250 Precast 1 m3 Beton K.225 @ Rp. 633,448.60 = Rp. 633,448.60

75 Kg Pembesian @ Rp. 11,719.55 = Rp. 878,966.25 6.5 m2 begesting sloof @ Rp. 90,219.00 = Rp. 586,423.50

Jumlah Rp. 2,098,838.35

E14 6.29. 1 m3 Bongkaran beton bertulang 6.667 Oh Pekerja @ Rp. 29,000.00 = Rp. 193,343.00 0.333 Oh Mandor @ Rp. 35,000.00 = Rp. 11,655.00

Jumlah = Rp. 204,998.00

E15 6.30. 1 m2 Pengasaran beton lama 0.133 Oh Pekerja @ Rp. 29,000.00 = Rp. 3,857.00 0.007 Oh Mandor @ Rp. 35,000.00 = Rp. 245.00

Jumlah = Rp. 4,102.00


E16 6.23+6.24+6.25 1 m' Tiang pancang beton bertulang ukuran 12x12x12 cm 0.0072 m3 Beton K.250 @ Rp. 633,448.60 = Rp. 4,560.83

3.375 kg Pembesian @ Rp. 11,719.55 = Rp. 39,553.48 0.240 m2 Begesting @ Rp. 90,219.00 = Rp. 21,652.56

Jumlah = Rp. 65,766.87

E17 6.23+6.24+6.25 1 bh Tiang Pancang Beton Bertulang Dipancang sedalam 3 m 3.000 m Tiang pancang @ Rp. 65,766.87 = Rp. 197,300.61 3.000 m Biaya pemancangan @ Rp. 10,000.00 = Rp. 30,000.00

Jumlah = Rp. 227,300.61

F. PEKERJAAN PENGECATAN

F1 6.31. 1 m2 Mengecat Kayu 0.2 Kg Cat meni @ Rp. 12,500.00 = Rp. 2,500.00

0.15 Kg Plamir kayu @ Rp. 10,000.00 = Rp. 1,500.00 0.17 Kg Cat dasar @ Rp. 12,000.00 = Rp. 2,040.00 0.26 Kg Cat penutup 2x @ Rp. 35,000.00 = Rp. 9,100.00 0.07 Hr Pekerja @ Rp. 29,000.00 = Rp. 2,030.00 0.09 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 3,015.00

0.006 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 219.00 0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50

Jumlah = Rp. 20,491.50

F2 6.32. 1 m2 Mengecat Besi 0.2 Kg Cat meni @ Rp. 12,500.00 = Rp. 2,500.00

0.17 Kg Cat dasar @ Rp. 12,000.00 = Rp. 2,040.00 0.35 Kg Cat penutup 3x @ Rp. 35,000.00 = Rp. 12,250.00 0.07 Hr Pekerja @ Rp. 29,000.00 = Rp. 2,030.00

0.105 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 3,517.50 0.004 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 146.00

0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50 Jumlah = Rp. 22,571.00

F3 6.33. 1 m2 Mengecat Tembok 0.1 Kg Plamir Tembok @ Rp. 10,000.00 = Rp. 1,000.00 0.1 Kg Cat dasar @ Rp. 12,000.00 = Rp. 1,200.00

0.26 Kg Cat penutup 2x @ Rp. 35,000.00 = Rp. 9,100.00 0.02 Hr Pekerja @ Rp. 29,000.00 = Rp. 580.00

0.042 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 1,407.00 0.0042 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 153.30 0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50

Jumlah = Rp. 13,527.80


ANALISA HARGA SATUAN PEKERJAAN


ANALISA SNIA. PEKERJAAN TANAH (DT 91-0008 2007)

A1 6.1. 1 m3 Galian tanah biasa1.05 Oh Pekerja @ Rp. 29,000.00 = Rp. 30,450.00


A2 6.2. 1 m3 Galian tanah keras sedalam 1 m1.000 Oh Pekerja @ Rp. 29,000.00 = Rp. 29,000.00 0.032 Oh Mandor @ Rp. 35,000.00 = Rp. 1,120.00

Jumlah = Rp. 30,120.00

A3 6.3. 1 m3 Galian tanah cadas sedalam 1 m1.500 Oh Pekerja @ Rp. 29,000.00 = Rp. 43,500.00 0.060 Oh Mandor @ Rp. 35,000.00 = Rp. 2,100.00

Jumlah = Rp. 45,600.00

A4 6.4. 1 m3 Galian tanah lumpur sedalam 1 m1.200 Oh Pekerja @ Rp. 29,000.00 = Rp. 34,800.00 0.045 Oh Mandor @ Rp. 35,000.00 = Rp. 1,575.00

Jumlah = Rp. 36,375.00

A5 6.5. 1 m2 Pekerjaan Striping Tebing0.05 Oh Pekerja @ Rp. 29,000.00 = Rp. 1,450.00


A6 6.6. 1 m2 Membersihkan lapangan dan perataan 0.1 Oh Pekerja @ Rp. 29,000.00 = Rp. 2,900.00


A7 6.7. 1 m3 Urugan kembali dipadatkan 0.692 Oh Pekerja @ Rp. 29,000.00 = Rp. 20,068.00 0.069 Oh Mandor @ Rp. 35,000.00 = Rp. 2,415.00

Jumlah = Rp. 22,483.00

A8 6.8. 1 m3 Urugan pasir urug1.2 m3 Pasir urug @ Rp. 60,000.00 = Rp. 72,000.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00


A9 6.9. 1 m3 Urugan tanah urug1.2 m3 Tanah urug @ Rp. 37,245.00 = Rp. 44,694.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00



A10 6.10. 1 m3 Urugan sirtu1.2 m3 Sirtu @ Rp. 89,180.00 = Rp. 107,016.00 0.3 Oh Pekerja @ Rp. 29,000.00 = Rp. 8,700.00


B. PEKERJAAN PONDASI (DT 91-0007 2008)

B1 6.11. 1 m3 Pasangan batu kali belah 1 Pc : 3 Ps 1.2 m3 Batu kali belah @ Rp. 110,000.00 = Rp. 132,000.00

202.000 Kg P.C. @ Rp. 975.00 = Rp. 196,950.00 0.485 m3 Pasir pasang @ Rp. 115,000.00 = Rp. 55,775.00



Jumlah = Rp. 453,140.00

B2 6.12. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps 1.2 M3 Batu belah @ Rp. 110,000.00 = Rp. 132,000.00

163.000 Kg P.C. @ Rp. 975.00 = Rp. 158,925.00 0.520 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 59,800.00



Jumlah = Rp. 419,140.00

B3 6.13. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps (batu tersedia 50%) 0.600 M3 Batu belah @ Rp. 110,000.00 = Rp. 66,000.00 163.000 Kg P.C. @ Rp. 975.00 = Rp. 158,925.00 0.520 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 59,800.00 1.500 Oh Pekerja @ Rp. 29,000.00 = Rp. 43,500.00 0.600 Oh Tukang batu @ Rp. 33,500.00 = Rp. 20,100.00 0.060 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 2,190.00 0.075 Oh Mandor @ Rp. 35,000.00 = Rp. 2,625.00

Jumlah = Rp. 353,140.00

B4 6.13'. 1 m3 Bongkaran pasangan batu 6.667 Oh Pekerja @ Rp. 29,000.00 = Rp. 193,343.00 0.033 Oh Mandor @ Rp. 35,000.00 = Rp. 1,155.00

Jumlah = Rp. 194,498.00

C. PEKERJAAN DINDING (DT 91-009 2007)

C1 6.14. 1 m2 Pasangan bata merah tebal 1/2 bata 1 PC : 3 Kp : 10 Ps. 70 Bh Bata merah @ Rp. 300.00 = Rp. 21,000.00 4.5 Kg P.C. @ Rp. 975.00 = Rp. 4,387.50

0.05 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 5,750.00 0.015 M3 Kapur pasang @ Rp. 115,000.00 = Rp. 1,725.00



Jumlah = Rp. 45,802.50


D. PEKERJAAN PLESTERAN (DT 91-0010 2007)


0.027 M3 Pasir pasang @ Rp. 115,000.00 = Rp. 3,105.00 0.26 Oh Pekerja @ Rp. 29,000.00 = Rp. 7,540.00 0.20 Oh Tukang batu @ Rp. 33,500.00 = Rp. 6,700.00 0.02 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 730.00




0.15 Oh Tukang batu @ Rp. 33,500.00 = Rp. 5,025.00 0.015 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 547.50


D3 6.17. 1 m' Plesteran skoning 1 Pc : 2 Ps 0.5 Kg P. C. @ Rp. 975.00 = Rp. 487.50

0.002 m3 Pasir pasang @ Rp. 115,000.00 = Rp. 230.00 0.057 Oh Pekerja @ Rp. 29,000.00 = Rp. 1,653.00

0.38 Oh Tukang batu @ Rp. 33,500.00 = Rp. 12,730.00 0.038 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,387.00 0.003 Oh Mandor @ Rp. 35,000.00 = Rp. 105.00

Jumlah = Rp. 16,592.50

D6 6.20. 1 m2 Siaran adukan 1 PC : 2 Ps 6.34 Kg P. C. (Tiga roda) @ Rp. 975.00 = Rp. 6,181.50


0.14 Oh Tukang batu @ Rp. 33,500.00 = Rp. 4,690.00 0.014 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 511.00 0.015 Oh Mandor @ Rp. 35,000.00 = Rp. 525.00

Jumlah = Rp. 21,987.50

E. PEKERJAAN BETON (DT 91-0008 2007)

E1 6.21. 1 m3 Membuat lantai kerja beton mutu f'c = 7,4 Mpa (K.100) 247 Kg P.C. @ Rp. 975.00 = Rp. 240,825.00 869 kg Pasir beton @ Rp. 107.14 = Rp. 93,107.14 999 kg Batu pecah 2/3 @ Rp. 118.52 = Rp. 118,400.00 215 ltr Air @ Rp. 8.50 = Rp. 1,827.50 1.65 Oh Pekerja @ Rp. 29,000.00 = Rp. 47,850.00

0.275 Oh Tukang batu @ Rp. 33,500.00 = Rp. 9,212.50 0.028 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,022.00 0.083 Oh Mandor @ Rp. 35,000.00 = Rp. 2,905.00

Jumlah = Rp. 515,149.14


1029 kg Batu pecah 2/3 @ Rp. 118.52 = Rp. 121,955.56 215 ltr Air @ Rp. 8.50 = Rp. 1,827.50 1.65 Oh Pekerja @ Rp. 29,000.00 = Rp. 47,850.00

0.250 Oh Tukang batu @ Rp. 33,500.00 = Rp. 8,375.00 0.025 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 912.50 0.080 Oh Mandor @ Rp. 35,000.00 = Rp. 2,800.00

Jumlah = Rp. 582,999.13





Jumlah = Rp. 622,364.60

1 m3 Campuran Beton Mutu K.250 384 Kg P.C. @ Rp. 975.00 = Rp. 374,400.00 692 kg Pasir beton @ Rp. 107.14 = Rp. 74,142.86



Jumlah = Rp. 633,448.60

E4 6.24. 1 Kg Pembesian dengan besi polos atau besi ulir 1.05 Kg Besi beton @ Rp. 10,500.00 = Rp. 11,025.00

0.015 Kg Kawat beton @ Rp. 14,500.00 = Rp. 217.50 0.007 Oh Pekerja @ Rp. 29,000.00 = Rp. 203.00 0.007 Oh Tukang besi @ Rp. 33,500.00 = Rp. 234.50


Jumlah = Rp. 11,719.55

E5 6.25. 1 m2 Pasang begesting untuk sloof 0.045 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 58,500.00




Jumlah = Rp. 90,219.00

E6 6.26. 1 m2 Pasang begesting untuk lantai 0.04 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 52,000.00





Jumlah = Rp. 264,309.00


E7 6.27. 1 m2 Pasang begesting untuk dinding 0.03 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 39,000.00



3 Btg Dolken kayu @ Rp. 23,000.00 = Rp. 69,000.00 4 Bh Spacer/alat bantu @ Rp. 6,500.00 = Rp. 26,000.00



Jumlah = Rp. 218,964.50

E8 6.28. 1 m2 Pasang begesting untuk balok 0.04 m3 Kayu terentang @ Rp. 1,300,000.00 = Rp. 52,000.00




0.033 Oh Kepala tukang @ Rp. 36,500.00 = Rp. 1,204.50 0.006 Oh Mandor @ Rp. 35,000.00 = Rp. 210.00

Jumlah = Rp. 178,269.50

E9 Ls 1 bh Pengadaaan dan pemasangan lining beton Precast K-250 uk : (100x0.90+0.30) t = 8 Bahan Pengadaaan lining beton Precast K-250 uk : (100x0.90x0.40) t = 12

1.00 bh @ Rp. 499,713.09 = Rp. 499,713.09 Tenaga

1.00 jam Pekerja @ Rp. 3,625.00 = Rp. 3,625.00 1.00 jam Mandor @ Rp. 4,375.00 = Rp. 4,375.00

Alat0.069 Truck crane @ Rp. 26,541.00 = Rp. 1,831.33

= Rp. 509,544.42


1.00 bh @ Rp. 712,000.00 = Rp. 712,000.00 Tenaga



= Rp. 721,831.33


1.00 bh @ Rp. 675,000.00 = Rp. 675,000.00 Tenaga



= Rp. 684,831.33



1.00 bh @ Rp. 799,000.00 = Rp. 799,000.00 Tenaga



= Rp. 808,831.33


1.00 bh @ Rp. 1,461,000.00 = Rp. 1,461,000.00 Tenaga



= Rp. 1,470,831.33

E14 Ls 1 bh Pengadaaan dan pemasangan balok beton Precast K-250 uk : 250x400x2500 mm Bahan Pengadaaan lining beton Precast K-250 uk : (100x3.00x0.40) t = 12

1.00 bh @ Rp. 894,000.00 = Rp. 894,000.00 Tenaga



= Rp. 903,831.33

E15 6.29. 1 m3 Bongkaran beton bertulang 6.667 Oh Pekerja @ Rp. 29,000.00 = Rp. 193,343.00 0.333 Oh Mandor @ Rp. 35,000.00 = Rp. 11,655.00

Jumlah = Rp. 204,998.00

E16 6.30. 1 m2 Pengasaran beton lama 0.133 Oh Pekerja @ Rp. 29,000.00 = Rp. 3,857.00 0.007 Oh Mandor @ Rp. 35,000.00 = Rp. 245.00

Jumlah = Rp. 4,102.00


E17 6.23+6.24+6.25 1 m' Tiang pancang beton bertulang ukuran 12x12x12 cm 0.0072 m3 Beton K.250 @ Rp. 633,448.60 = Rp. 4,560.83

3.375 kg Pembesian @ Rp. 11,719.55 = Rp. 39,553.48 0.240 m2 Begesting @ Rp. 90,219.00 = Rp. 21,652.56

Jumlah = Rp. 65,766.87

E18 6.23+6.24+6.25 1 bh Tiang Pancang Beton Bertulang Dipancang sedalam 3 m 3.000 m Tiang pancang @ Rp. 65,766.87 = Rp. 197,300.61 3.000 m Biaya pemancangan @ Rp. 10,000.00 = Rp. 30,000.00

Jumlah = Rp. 227,300.61

F. PEKERJAAN PENGECATAN

F1 6.31. 1 m2 Mengecat Kayu 0.2 Kg Cat meni @ Rp. 12,500.00 = Rp. 2,500.00

0.15 Kg Plamir kayu @ Rp. 10,000.00 = Rp. 1,500.00 0.17 Kg Cat dasar @ Rp. 12,000.00 = Rp. 2,040.00 0.26 Kg Cat penutup 2x @ Rp. 35,000.00 = Rp. 9,100.00 0.07 Hr Pekerja @ Rp. 29,000.00 = Rp. 2,030.00 0.09 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 3,015.00

0.006 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 219.00 0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50

Jumlah = Rp. 20,491.50

F2 6.32. 1 m2 Mengecat Besi 0.2 Kg Cat meni @ Rp. 12,500.00 = Rp. 2,500.00

0.17 Kg Cat dasar @ Rp. 12,000.00 = Rp. 2,040.00 0.35 Kg Cat penutup 3x @ Rp. 35,000.00 = Rp. 12,250.00 0.07 Hr Pekerja @ Rp. 29,000.00 = Rp. 2,030.00

0.105 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 3,517.50 0.004 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 146.00

0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50 Jumlah = Rp. 22,571.00

F3 6.33. 1 m2 Mengecat Tembok 0.1 Kg Plamir Tembok @ Rp. 10,000.00 = Rp. 1,000.00 0.1 Kg Cat dasar @ Rp. 12,000.00 = Rp. 1,200.00

0.26 Kg Cat penutup 2x @ Rp. 35,000.00 = Rp. 9,100.00 0.02 Hr Pekerja @ Rp. 29,000.00 = Rp. 580.00

0.042 Hr Tukang Cat @ Rp. 33,500.00 = Rp. 1,407.00 0.0042 Hr Kepala tukang @ Rp. 36,500.00 = Rp. 153.30 0.0025 Hr Mandor @ Rp. 35,000.00 = Rp. 87.50

Jumlah = Rp. 13,527.80

RAB SALURAN - 32

RENCANA ANGGARAN BIAYA

PEKERJAAN : DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER : BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI : KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN : 2008SALURAN : INDUK SEDADI

PEKERJAAN : SALURAN

NO URAIAN PEKERJAAN VOLUME SATUAN ANALISAHARGA

HARGAJUMLAH

SATUAN HARGA

SALURAN INDUK SEDADI NORMALISASI SALURAN

1 HM 00+00 - 46+83 (Normalisasi Saluran) 1 Galian sedimen dengan alat berat 34,702.50 m3 6.1. 11,886.00 412,473,915.00

412,473,915.00

SUB TOTAL I 412,473,915.00 PEKERJAN SALURAN

2 HM 0+00 - 1+11 (111 M) = Pekerjaan Lantai 1 Galian tanah biasa 412.10 m3 6.1. 32,795.00 13,514,655.532 Bongkaran beton bertulang 23.40 m3 6.29. 204,998.00 4,796,953.203 Balok beton bertulang 25/40 Precast K.250 114.00 bh Ls #REF! #REF!4 Cor beton mutu K-225 8.39 m3 6.23. 622,364.60 5,221,639.025 Begesting 67.04 bh 6.25. 90,219.00 6,048,281.766 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 412.10 m3 6.13. 353,140.00 145,527,228.307 Angkur dia 12 mm, L = 40 cm 840.00 bh Ls 5,000.00 4,200,000.008 Tiang pancang beton 12 - 300 47.00 bh 6.23+6.24+6.25 227,300.61 10,683,128.83

#REF!

3 HM 1+11 - 43+33 (4222 M) = Pekerjaan Lantai 1 Galian tanah biasa 15,674.19 m3 6.1. 32,795.00 514,035,061.052 Bongkaran beton bertulang 886.70 m3 6.29. 204,998.00 181,771,726.603 Bongkaran pasangan batu 10,770.00 m3 6.13'. 194,498.00 2,094,743,460.004 Bongkar pasang sayap 1,905.00 m3 6.29. 204,998.00 390,521,190.005 Plesteran 1 : 3 1,110.00 m2 6.15. 16,592.50 18,417,675.006 Balok beton bertulang 25/40 Precast K.250 4,224.00 bh Ls #REF! #REF!7 Cor beton mutu K-225 767.18 m3 6.23. 622,364.60 477,465,676.268 Begesting 6,137.44 bh 6.25. 90,219.00 553,713,699.369 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15,674.19 m3 6.13. 353,140.00 5,535,183,456.60

10 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 200.85 m3 6.13. 353,140.00 70,928,169.0011 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 333.00 m3 6.13. 353,140.00 117,595,620.0012 Angkur dia 12 mm, L = 40 cm 47,276.00 bh Ls 5,000.00 236,380,000.0013 Tiang pancang beton 12 - 300 3,637.00 bh 6.23+6.24+6.25 227,300.61 826,692,331.17

#REF!

2 HM 08+60 - 13+00 (440 m) = Bongkar Pasang Sloof dan Balok Sekat 1 Galian tanah biasa 1,633.50 m3 6.1. 32,795.00 53,570,632.502 Bongkaran beton bertulang 92.50 m3 6.29. 204,998.00 18,962,315.003 Bongkaran pasangan batu 132.00 m3 6.13'. 194,498.00 25,673,736.004 Balok beton bertulang 25/40 Precast K.250 444.00 bh Ls #REF! #REF!5 Cor beton mutu K-225 32.80 m3 6.23. 622,364.60 20,413,558.986 Begesting 262.40 m2 6.25. 90,219.00 23,673,465.607 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,633.50 m3 6.13. 353,140.00 576,854,190.008 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 132.00 m3 6.13. 353,140.00 46,614,480.009 Angkur dia 12 mm, L = 40 cm 5,328.00 bh Ls 5,000.00 26,640,000.00

10 Tiang pancang beton 12 - 300 354.00 bh 6.23+6.24+6.25 227,300.61 80,464,417.17#REF!

3 HM 13+00 - 13+70 (70 M) = Bongkar Pasang Lining Kanan 1 Galian tanah biasa 260.40 m3 6.1. 32,795.00 8,539,818.002 Bongkaran beton bertulang 7.28 m3 6.29. 204,998.00 1,492,385.443 Bongkaran pasangan batu 120.75 m3 6.13'. 194,498.00 23,485,633.504 Lining beton bertulang 25/40 Precast K.250 70.00 bh Ls 721,831.33 50,528,193.035 Cor beton mutu K-225 29.75 m3 6.23. 622,364.60 18,515,346.946 Pembesian 1,416.62 m2 6.24. 11,719.55 16,602,148.927 Begesting 328.00 bh 6.25. 90,219.00 29,591,832.008 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 253.89 m3 6.13. 353,140.00 89,658,714.609 Angkur dia 12 mm, L = 40 cm 210.00 bh Ls 5,000.00 1,050,000.00

10 Tiang pancang beton 12 - 300 29.00 bh 6.23+6.24+6.25 227,300.61 6,591,717.79

RAB SALURAN - 33


HARGAJUMLAH

SATUAN HARGA246,055,790.23

RAB SALURAN - 34


HARGAJUMLAH

SATUAN HARGA4 HM 13+30 - 14+00 (70 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 260.40 m3 6.1. 32,795.00 8,539,818.002 Bongkaran beton bertulang 7.28 m3 6.29. 204,998.00 1,492,385.443 Bongkaran pasangan batu 120.75 m3 6.13'. 194,498.00 23,485,633.504 Lining beton bertulang 25/40 Precast K.250 70.00 bh Ls 721,831.33 50,528,193.035 Cor beton mutu K-225 29.75 m3 6.23. 622,364.60 18,515,346.946 Pembesian 1,858.88 m2 6.24. 11,719.55 21,785,237.107 Begesting 238.00 bh 6.25. 90,219.00 21,472,122.008 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 253.89 m3 6.13. 353,140.00 89,658,714.609 Angkur dia 12 mm, L = 40 cm 210.00 bh Ls 5,000.00 1,050,000.00

10 Tiang pancang beton 12 - 300 29.00 bh 6.23+6.24+6.25 227,300.61 6,591,717.79243,119,168.41

5 HM 16+50 - 18+50 (200 M) 1 Galian tanah biasa 742.50 m3 6.1. 32,795.00 24,350,287.502 Bongkaran beton bertulang 42.10 m3 6.29. 204,998.00 8,630,415.803 Bongkaran pasangan batu 60.00 m3 6.13'. 194,498.00 11,669,880.004 Balok beton bertulang 25/40 Precast K.250 144.00 bh Ls #REF! #REF!5 Cor beton mutu K-225 15.04 m3 6.23. 622,364.60 9,360,363.636 Begesting 120.32 bh 6.25. 90,219.00 10,855,150.087 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 724.47 m3 6.13. 353,140.00 255,839,335.808 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 60.00 m3 6.13. 353,140.00 21,188,400.009 Angkur dia 12 mm, L = 40 cm 4,440.00 bh Ls 5,000.00 22,200,000.00


RAB SALURAN - 35


HARGAJUMLAH

SATUAN HARGA6 HM 19+10 - 20+00 (90 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 334.80 m3 6.1. 32,795.00 10,979,766.002 Bongkaran beton bertulang 9.42 m3 6.29. 204,998.00 1,931,081.163 Bongkaran pasangan batu 155.25 m3 6.13'. 194,498.00 30,195,814.504 Lining beton bertulang 25/40 Precast K.250 58.50 bh Ls 721,831.33 42,227,132.755 Cor beton mutu K-225 8.01 m3 6.23. 622,364.60 4,985,140.476 Pembesian 460.03 m2 6.24. 11,719.55 5,391,344.597 Begesting 64.08 bh 6.25. 90,219.00 5,781,233.528 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 326.43 m3 6.13. 353,140.00 115,275,490.209 Angkur dia 12 mm, P=40 cm 270.00 bh Ls 5,000.00 1,350,000.00


7 HM 20+90 - 22+05 (115 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 427.80 m3 6.1. 32,795.00 14,029,701.002 Bongkaran beton bertulang 12.02 m3 6.29. 204,998.00 2,464,075.963 Bongkaran pasangan batu 427.80 m3 6.13'. 194,498.00 83,206,244.404 Lining beton bertulang 25/40 Precast K.250 74.37 bh Ls 721,831.33 53,682,595.945 Cor beton mutu K-225 10.09 kg 6.23. 622,364.60 6,279,658.856 Pembesian 587.78 m2 6.24. 11,719.55 6,888,517.107 Begesting 80.64 bh 6.25. 90,219.00 7,275,260.168 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 417.57 m3 6.13. 353,140.00 147,460,669.809 Angkur dia 12 mm, P=40 cm 330.00 bh Ls 5,000.00 1,650,000.00


8 HM 22+90 - 24+30 (140 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 520.80 m3 6.1. 32,795.00 17,079,636.002 Bongkaran beton bertulang 14.66 m3 6.29. 204,998.00 3,005,270.683 Bongkaran pasangan batu 241.50 m3 6.13'. 194,498.00 46,971,267.004 Lining beton bertulang 25/40 Precast K.250 91.00 bh Ls 721,831.33 65,686,650.945 Cor beton mutu K-225 12.46 m3 6.23. 622,364.60 7,754,662.966 Pembesian 715.53 m2 6.24. 11,719.55 8,385,689.617 Begesting 99.68 bh 6.25. 90,219.00 8,993,029.928 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 507.78 m3 6.13. 353,140.00 179,317,429.209 Angkur dia 12 mm, P=40 cm 420.00 bh Ls 5,000.00 2,100,000.00


9 HM 24+90 - 26+00 (110 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 409.20 m3 6.1. 32,795.00 13,419,714.002 Bongkaran beton bertulang 11.52 m3 6.29. 204,998.00 2,361,576.963 Bongkaran pasangan batu 189.75 m3 6.13'. 194,498.00 36,905,995.504 Lining beton bertulang 25/40 Precast K.250 71.50 bh Ls 721,831.33 51,610,940.025 Cor beton mutu K-225 9.83 m3 6.23. 622,364.60 6,117,844.056 Pembesian 562.23 m2 6.24. 11,719.55 6,589,082.607 Begesting 78.64 bh 6.25. 90,219.00 7,094,822.168 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 398.97 m3 6.13. 353,140.00 140,892,265.809 Angkur dia 12 mm, P=40 cm 330.00 bh Ls 5,000.00 1,650,000.00


9 HM 43+33 - 46+00 (267 M) 1 Galian tanah lantai 991.29 m3 6.1. 32,795.00 32,509,355.552 Bongkaran beton bertulang 56.10 m3 6.29. 204,998.00 11,500,387.803 Bongkar pasang sayap 240.00 m3 6.29. 204,998.00 49,199,520.004 Balok beton bertulang 25/40 Precast K.250 264.00 bh Ls #REF! #REF!5 Cor beton mutu K-225 49.56 m3 6.23. 622,364.60 30,844,389.736 Begesting 396.48 bh 6.25. 90,219.00 35,770,029.127 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 991.29 m3 6.13. 353,140.00 350,064,150.608 Angkur dia 12 mm, P=40 cm 1,764.00 bh Ls 5,000.00 8,820,000.009 Tiang pancang beton 12 - 300 248.60 bh 6.23+6.24+6.25 227,300.61 56,506,932.51

#REF!

9 HM 46+00 - 46+83 (83 M) 1 Galian tanah lantai 219.77 m3 6.1. 32,795.00 7,207,193.182 Bongkaran beton bertulang 17.50 m3 6.29. 204,998.00 3,587,465.003 Balok beton bertulang 25/40 Precast K.250 40.80 bh Ls #REF! #REF!4 Cor beton mutu K-225 6.16 m3 6.23. 622,364.60 3,833,765.965 Begesting 49.28 bh 6.25. 90,219.00 4,445,992.326 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 219.77 m3 6.13. 353,140.00 77,607,812.10

RAB SALURAN - 36


HARGAJUMLAH

SATUAN HARGA7 Angkur dia 12 mm, P=40 cm 1,008.00 bh Ls 5,000.00 5,040,000.008 Tiang pancang beton 12 - 300 39.00 bh 6.23+6.24+6.25 227,300.61 8,864,723.93

#REF!

9 HM 46+83 - 54+20 (737 M) 1 Galian tanah lantai 2,321.84 m3 6.1. 32,795.00 76,144,578.832 Bongkaran beton bertulang 108.70 m3 6.29. 204,998.00 22,283,282.603 Bongkar pasang sayap 60.00 m3 6.29. 204,998.00 12,299,880.004 Plesteran 1 : 3 1,230.00 m2 6.15. 16,592.50 20,408,775.005 Balok beton bertulang 25/40 Precast K.250 524.00 bh Ls #REF! #REF!6 Cor beton mutu K-225 46.24 m3 6.23. 622,364.60 28,778,139.257 Begesting 369.92 bh 6.25. 90,219.00 33,373,812.488 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 2,321.84 m3 6.13. 353,140.00 819,932,811.909 Angkur dia 12 mm, P=40 cm 3,884.00 bh Ls 5,000.00 19,420,000.00


9 HM 54+20 - 69+14 (1494 M) 1 Galian tanah lantai 3,966.57 m3 6.1. 32,795.00 130,083,663.152 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 3,966.57 m3 6.13. 353,140.00 1,400,754,529.80

1,530,838,192.95

9 HM 69+14 - 72+38 (324 M) 1 Galian tanah lantai 860.22 m3 6.1. 32,795.00 28,210,914.902 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 860.22 m3 6.13. 353,140.00 303,778,090.80

331,989,005.70

9 HM 72+38 - 75+33 (295 M) 1 Galian tanah lantai 805.75 m3 6.1. 32,795.00 26,424,571.252 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 860.22 m3 6.13. 353,140.00 303,778,090.80

lantai dan sayap 3 Plesteran 1 : 3 75.00 m2 6.15. 16,592.50 1,244,437.50

331,447,099.55


109,412,572.50

9 HM 76+41 - 97+44 (2103 M) 1 Galian tanah lantai 3,449.18 m3 6.1. 32,795.00 113,115,694.132 Bongkaran beton bertulang 357.00 m3 6.29. 204,998.00 73,184,286.003 Bongkaran pasangan batu 330.30 m3 6.13'. 194,498.00 64,242,689.404 Bongkar pasang sayap 3,654.00 m3 6.29. 204,998.00 749,062,692.005 Balok beton bertulang 25/40 Precast K.250 1,704.00 bh Ls #REF! #REF!6 Cor beton mutu K-175 156.00 m3 6.22. 582,999.13 90,947,863.817 Cor beton mutu K-225 1,315.58 m3 6.23. 622,364.60 818,769,179.928 Begesting 11,772.62 bh 6.25. 90,219.00 1,062,114,364.669 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 2,375.18 m3 6.13. 353,140.00 838,769,299.50

10 Urugan sirtu 900.00 m3 6.10. 116,066.00 104,459,400.0011 Angkur dia 12 mm, P=40 cm 12,924.00 bh Ls 5,000.00 64,620,000.0012 Tiang pancang beton 12 - 300 2,724.00 bh 6.23+6.24+6.25 227,300.61 619,166,871.08

#REF!

9 HM 97+44 - 102+15 (471 M) 1 Galian tanah 1,608.80 m3 6.1. 32,795.00 52,760,432.032 Cor beton mutu K-175 62.35 m3 6.22. 582,999.13 36,349,995.573 Begesting 498.80 bh 6.25. 90,219.00 45,001,237.204 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,533.98 m3 6.13. 353,140.00 541,707,931.50

675,819,596.29

9 HM 102+15 - 103+99 (471 M) 1 Galian tanah 554.23 m3 6.1. 32,795.00 18,176,038.442 Cor beton mutu K-175 53.36 m3 6.22. 582,999.13 31,108,833.423 Begesting 426.88 bh 6.25. 90,219.00 38,512,686.724 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 490.20 m3 6.13. 353,140.00 173,109,228.00

260,906,786.58

9 HM 103+99 - 107+40 (341 M) 1 Galian tanah 1,078.02 m3 6.1. 32,795.00 35,353,764.292 Cor beton mutu K-175 107.42 m3 6.22. 582,999.13 62,622,851.23

RAB SALURAN - 37


HARGAJUMLAH

SATUAN HARGA3 Begesting 859.32 bh 6.25. 90,219.00 77,526,991.084 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 949.13 m3 6.13. 353,140.00 335,174,002.50

510,677,609.09


169,351,563.23

9 HM 108+40 - 115+30 (690 M) 1 Galian tanah 1,990.89 m3 6.1. 32,795.00 65,291,237.552 Bongkaran beton bertulang 63.10 m3 6.29. 204,998.00 12,935,373.803 Bongkaran pasangan batu 90.00 m3 6.13'. 194,498.00 17,504,820.004 Balok beton bertulang 25/40 Precast K.250 304.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 70.20 m3 6.22. 582,999.13 40,926,538.716 Cor beton mutu K-225 22.40 m3 6.23. 622,364.60 13,940,967.117 Begesting 741.12 bh 6.25. 90,219.00 66,863,105.288 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,996.65 m3 6.13. 353,140.00 705,096,981.009 Angkur dia 12 mm, P=40 cm 3,648.00 bh Ls 5,000.00 18,240,000.00


9 HM 115+30 - 119+32 (402 M) 1 Galian tanah 1,424.29 m3 6.1. 32,795.00 46,709,459.372 Cor beton mutu K-175 156.78 m3 6.22. 582,999.13 91,402,603.133 Begesting 1,254.24 bh 6.25. 90,219.00 113,156,278.564 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,236.15 m3 6.13. 353,140.00 436,534,011.005 Urugan sirtu 115.50 m3 6.10. 116,066.00 13,405,623.00

701,207,975.06

9 HM 119+32 - 156+00 (3668 M) 1 Galian tanah 9,418.65 m3 6.1. 32,795.00 308,884,626.752 Bongkaran beton bertulang 85.32 m3 6.29. 204,998.00 17,490,429.363 Cor beton mutu K-175 85.32 m3 6.22. 582,999.13 49,741,485.514 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 9,553.40 m3 6.13. 353,140.00 3,373,687,676.005 Sayap Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 65.25 m3 6.13. 353,140.00 23,042,385.00

3,772,846,602.62

10 HM 157+35 - 191+41 (3406 M) 1 Galian tanah pada lantai 9,536.80 m3 6.4. 36,375.00 346,901,100.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 8,685.30 m3 6.13. 353,140.00 3,067,126,842.003 Siaran 1 : 2 28,951.00 m2 6.20. 21,987.50 636,560,112.504 Plesteran 1 : 3 290.50 m2 6.15. 16,592.50 4,820,121.255 Beton penahan tanah 228.25 m3 6.22. 582,999.13 133,069,550.73

4,055,408,175.75

11 HM 191+41 - 197+12 (571 M) 1 Galian tanah pada lantai dan beton 1,598.80 m3 6.4. 36,375.00 58,156,350.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,456.05 m3 6.13. 353,140.00 514,189,497.003 Siaran 1 : 2 4,853.50 m2 6.20. 21,987.50 106,716,331.254 Plesteran 1 : 3 103.95 m2 6.15. 16,592.50 1,724,790.385 Beton penahan tanah 66.83 m3 6.22. 582,999.13 38,961,831.66

680,786,968.63

12 HM 197+12 - 209+22 (1210 M) 1 Galian tanah pada lantai 1,456.65 m3 6.4. 36,375.00 52,985,643.752 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,456.65 m3 6.13. 353,140.00 514,401,381.003 Siaran 1 : 2 4,905.50 m2 6.20. 21,987.50 107,859,681.254 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15.00 m3 6.13. 353,140.00 5,297,100.005 Beton penahan tanah 160.88 m3 6.22. 582,999.13 93,792,899.55

680,543,806.00

13 HM 197+26 - 198+43 (130 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 161.85 m3 6.4. 36,375.00 5,887,293.752 Bongkaran beton bertulang 55.90 m3 6.29. 204,998.00 11,459,388.203 Lining beton bertulang 25/40 Precast K.250 130.00 bh Ls 721,831.33 93,838,072.774 Balok beton bertulang 25/40 Precast K.250 42.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 53.95 m3 6.22. 582,999.13 31,452,802.906 Cor beton mutu K-225 62.22 m3 6.23. 622,364.60 38,723,525.61

RAB SALURAN - 38


HARGAJUMLAH

SATUAN HARGA7 Pembesian 2,522.94 kg 6.24. 11,719.55 29,567,721.488 Begesting 929.36 bh 6.25. 90,219.00 83,845,929.849 Angkur dia 12 mm, P=40 cm 336.00 bh Ls 5,000.00 1,680,000.00


14 HM 199+50 - 200+25 (75 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 93.38 m3 6.4. 36,375.00 3,396,697.502 Bongkaran beton bertulang 32.25 m3 6.29. 204,998.00 6,611,185.503 Lining beton bertulang 25/40 Precast K.250 75.00 bh Ls 721,831.33 54,137,349.684 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 31.13 m3 6.22. 582,999.13 18,148,762.826 Cor beton mutu K-225 46.47 m3 6.23. 622,364.60 28,921,283.117 Pembesian 1,455.15 kg 6.24. 11,719.55 17,053,703.188 Begesting 620.76 bh 6.25. 90,219.00 56,004,346.449 Angkur dia 12 mm, P=40 cm 240.00 bh Ls 5,000.00 1,200,000.00


15 HM 201+50- 203+00 (150 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 186.75 m3 6.4. 36,375.00 6,793,031.252 Bongkaran beton bertulang 640.50 m3 6.29. 204,998.00 131,301,219.003 Lining beton bertulang 25/40 Precast K.250 150.00 bh Ls 721,831.33 108,274,699.354 Balok beton bertulang 25/40 Precast K.250 48.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 62.25 m3 6.22. 582,999.13 36,291,695.656 Cor beton mutu K-225 85.28 m3 6.23. 622,364.60 53,075,253.367 Pembesian 4,392.00 kg 6.24. 11,719.55 51,472,263.608 Begesting 1,180.24 bh 6.25. 90,219.00 106,480,072.569 Angkur dia 12 mm, P=40 cm 384.00 bh Ls 5,000.00 1,920,000.00


16 HM 204+25- 204+75 (50 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 62.25 m3 6.4. 36,375.00 2,264,343.752 Bongkaran beton bertulang 21.50 m3 6.29. 204,998.00 4,407,457.003 Lining beton bertulang 25/40 Precast K.250 50.00 bh Ls 721,831.33 36,091,566.454 Balok beton bertulang 25/40 Precast K.250 18.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 20.75 m3 6.22. 582,999.13 12,097,231.886 Cor beton mutu K-225 25.98 m3 6.23. 622,364.60 16,169,032.397 Pembesian 752.33 kg 6.24. 11,719.55 8,816,969.058 Begesting 373.84 bh 6.25. 90,219.00 33,727,470.969 Angkur dia 12 mm, P=40 cm 144.00 bh Ls 5,000.00 720,000.00


17 HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 124.50 m3 6.4. 36,375.00 4,528,687.502 Bongkaran beton bertulang 43.00 m3 6.29. 204,998.00 8,814,914.003 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.904 Balok beton bertulang 25/40 Precast K.250 33.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 41.50 m3 6.22. 582,999.13 24,194,463.776 Cor beton mutu K-225 2,527.31 m3 6.23. 622,364.60 1,572,908,285.257 Pembesian 1,940.37 kg 6.24. 11,719.55 22,740,263.238 Begesting 20,550.48 bh 6.25. 90,219.00 1,854,043,755.129 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.00


18 HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 149.40 m3 6.4. 36,375.00 5,434,425.002 Bongkaran beton bertulang 51.60 m3 6.29. 204,998.00 10,577,896.803 Lining beton bertulang 25/40 Precast K.250 240.00 bh Ls 721,831.33 173,239,518.964 Balok beton bertulang 25/40 Precast K.250 39.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 49.80 m3 6.22. 582,999.13 29,033,356.526 Cor beton mutu K-225 98.88 m3 6.23. 622,364.60 61,539,411.967 Pembesian 3,782.88 kg 6.24. 11,719.55 44,333,651.308 Begesting 1,189.44 bh 6.25. 90,219.00 107,310,087.369 Angkur dia 12 mm, P=40 cm 312.00 bh Ls 5,000.00 1,560,000.00


RAB SALURAN - 39


HARGAJUMLAH

SATUAN HARGA19 HM 209+22- 220+70 (1148 M) 1 Galian tanah pada lantai 1,668.00 m3 6.4. 36,375.00 60,673,500.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,087.20 m3 6.13. 353,140.00 383,933,808.003 Siaran 1 : 2 3,689.00 m2 6.20. 21,987.50 81,111,887.504 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 58.50 m3 6.13. 353,140.00 20,658,690.005 Beton penahan tanah 9.80 m3 6.22. 582,999.13 5,713,391.44

552,091,276.94

20 HM 210+75- 212+00 (100 M) = Bongkar Pasang Lining Kiri dan Kanan Lining Kiri

1 Bongkaran beton bertulang 33.75 m3 6.29. 204,998.00 6,918,682.502 Lining beton bertulang 25/40 Precast K.250 75.00 bh Ls 721,831.33 54,137,349.683 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls #REF! #REF!4 Cor beton mutu K-225 26.25 m3 6.23. 622,364.60 16,337,070.835 Pembesian 1,523.40 kg 6.24. 11,719.55 17,853,562.476 Begesting 210.00 bh 6.25. 90,219.00 18,945,990.007 Tiang pancang beton 12 - 300 62.00 bh 6.23+6.24+6.25 227,300.61 14,092,638.03

Lining Kanan 1 Galian tanah pada lantai 150.00 m3 6.4. 36,375.00 5,456,250.002 Bongkaran beton bertulang 56.25 m3 6.29. 204,998.00 11,531,137.503 Lining beton bertulang 25/40 Precast K.250 125.00 bh Ls 721,831.33 90,228,916.134 Balok beton bertulang 25/40 Precast K.250 42.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 50.00 m3 6.22. 582,999.13 29,149,956.356 Cor beton mutu K-225 35.73 m3 6.23. 622,364.60 22,237,087.277 Pembesian 2,622.56 kg 6.24. 11,719.55 30,735,223.058 Begesting 685.84 bh 6.25. 90,219.00 61,875,798.969 Angkur dia 12 mm, P=40 cm 336.00 bh Ls 5,000.00 1,680,000.00


21 HM 213+00- 214+00 (100 M) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 120.00 m3 6.4. 36,375.00 4,365,000.002 Bongkaran beton bertulang 86.00 m3 6.29. 204,998.00 17,629,828.003 Lining beton bertulang 25/40 Precast K.250 200.00 bh Ls 721,831.33 144,366,265.804 Balok beton bertulang 25/40 Precast K.250 33.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 40.00 m3 6.22. 582,999.13 23,319,965.086 Cor beton mutu K-225 56.57 m3 6.23. 622,364.60 35,207,165.607 Pembesian 3,084.79 kg 6.24. 11,719.55 36,152,350.648 Begesting 772.56 bh 6.25. 90,219.00 69,699,590.649 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.00


22 HM 214+75- 216+75 (200 M) = Bongkar Pasang Lining Kiri dan Kanan Lining Kiri (200 m)

1 Galian tanah pada lantai 240.00 m3 6.4. 36,375.00 8,730,000.002 Bongkaran beton bertulang 90.00 m3 6.29. 204,998.00 18,449,820.003 Lining beton bertulang 25/40 Precast K.250 200.00 bh Ls 721,831.33 144,366,265.804 Balok beton bertulang 25/40 Precast K.250 63.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 80.00 m3 6.22. 582,999.13 46,639,930.166 Cor beton mutu K-225 57.09 m3 6.23. 622,364.60 35,530,795.207 Pembesian 3,984.21 kg 6.24. 11,719.55 46,693,148.318 Begesting 1,096.72 bh 6.25. 90,219.00 98,944,981.689 Angkur dia 12 mm, P=40 cm 504.00 bh Ls 5,000.00 2,520,000.00

10 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30 Lining Kanan (150 m)

1 Bongkaran beton bertulang 67.50 m3 6.29. 204,998.00 13,837,365.002 Lining beton bertulang 25/40 Precast K.250 150.00 bh Ls 721,831.33 108,274,699.353 Cor beton mutu K-225 42.00 m3 6.23. 622,364.60 26,139,313.334 Pembesian 2,988.30 kg 6.24. 11,719.55 35,021,531.275 Begesting 336.00 bh 6.25. 90,219.00 30,313,584.006 Angkur dia 12 mm, P=40 cm 384.00 bh Ls 5,000.00 1,920,000.007 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

#REF!


1 Bongkaran beton bertulang 33.75 m3 6.29. 204,998.00 6,918,682.502 Lining beton bertulang 25/40 Precast K.250 75.00 bh Ls 721,831.33 54,137,349.683 Cor beton mutu K-225 21.00 m3 6.23. 622,364.60 13,069,656.674 Pembesian 1,494.15 kg 6.24. 11,719.55 17,510,765.63

RAB SALURAN - 40


HARGAJUMLAH

SATUAN HARGA5 Begesting 168.00 bh 6.25. 90,219.00 15,156,792.006 Angkur dia 12 mm, P=40 cm 216.00 bh Ls 5,000.00 1,080,000.007 Tiang pancang beton 12 - 300 62.00 bh 6.23+6.24+6.25 227,300.61 14,092,638.03

Lining Kanan (100 m) 1 Galian tanah pada lantai 180.00 m3 6.4. 36,375.00 6,547,500.002 Bongkaran beton bertulang 45.00 m3 6.29. 204,998.00 9,224,910.003 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.904 Balok beton bertulang 25/40 Precast K.250 48.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 60.00 m3 6.22. 582,999.13 34,979,947.626 Cor beton mutu K-225 28.83 m3 6.23. 622,364.60 17,942,771.517 Pembesian 2,823.60 kg 6.24. 11,719.55 33,091,321.388 Begesting 710.64 bh 6.25. 90,219.00 64,113,230.169 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.00


24 HM 219+10 - 220+30 = Bongkar Pasang Lining Kiri dan Kanan Lining Kiri (75 m)


Lining Kanan (100 m) 1 Galian tanah pada lantai 144.00 m3 6.4. 36,375.00 5,238,000.002 Bongkaran beton bertulang 45.00 m3 6.29. 204,998.00 9,224,910.003 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.904 Balok beton bertulang 25/40 Precast K.250 39.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 48.00 m3 6.22. 582,999.13 27,983,958.106 Cor beton mutu K-225 28.68 m3 6.23. 622,364.60 17,849,416.827 Pembesian 2,023.60 kg 6.24. 11,719.55 23,715,681.388 Begesting 613.44 bh 6.25. 90,219.00 55,343,943.369 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.00


25 HM 222+06 - 241+73 (1967 M) 1 Galian tanah pada lantai dan beton 823.68 m3 6.4. 36,375.00 29,961,360.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 844.98 m3 6.13. 353,140.00 298,396,237.203 Siaran 1 : 2 2,806.60 m2 6.20. 21,987.50 61,710,117.504 Plesteran 1 : 3 58.80 m2 6.15. 16,592.50 975,639.005 Beton penahan tanah 54.60 m3 6.22. 582,999.13 31,831,752.33

391,043,353.70


1 Galian tanah pada lantai 3.85 m3 6.4. 36,375.00 140,043.752 Bongkaran beton bertulang 96.00 m3 6.29. 204,998.00 19,679,808.003 Lining beton bertulang 25/40 Precast K.250 200.00 bh Ls 721,831.33 144,366,265.804 Balok beton bertulang 25/40 Precast K.250 63.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 78.00 m3 6.22. 582,999.13 45,473,931.906 Cor beton mutu K-225 62.67 m3 6.23. 622,364.60 39,003,589.687 Pembesian 4,296.87 kg 6.24. 11,719.55 50,357,382.818 Begesting 1,125.36 bh 6.25. 90,219.00 101,528,853.849 Angkur dia 12 mm, P=40 cm 504.00 bh Ls 5,000.00 2,520,000.00


1 Bongkaran beton bertulang 72.00 m3 6.29. 204,998.00 14,759,856.002 Lining beton bertulang 25/40 Precast K.250 150.00 bh Ls 721,831.33 108,274,699.353 Cor beton mutu K-225 46.50 m3 6.23. 622,364.60 28,939,954.054 Pembesian 3,222.30 kg 6.24. 11,719.55 37,763,905.965 Begesting 372.00 bh 6.25. 90,219.00 33,561,468.006 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

#REF!


1 Bongkaran beton bertulang 72.00 m3 6.29. 204,998.00 14,759,856.002 Lining beton bertulang 25/40 Precast K.250 150.00 bh Ls 721,831.33 108,274,699.35

RAB SALURAN - 41


HARGAJUMLAH

SATUAN HARGA3 Cor beton mutu K-225 46.50 m3 6.23. 622,364.60 28,939,954.054 Pembesian 322.30 kg 6.24. 11,719.55 3,777,210.975 Begesting 372.00 bh 6.25. 90,219.00 33,561,468.006 Angkur dia 12 mm, P=40 cm 384.00 bh Ls 5,000.00 1,920,000.007 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

Lining Kiri (80 m) 1 Bongkaran beton bertulang 38.40 m3 6.29. 204,998.00 7,871,923.202 Lining beton bertulang 25/40 Precast K.250 80.00 bh Ls 721,831.33 57,746,506.323 Cor beton mutu K-225 24.80 m3 6.23. 622,364.60 15,434,642.164 Pembesian 1,647.83 kg 6.24. 11,719.55 19,311,826.085 Begesting 198.40 bh 6.25. 90,219.00 17,899,449.606 Angkur dia 12 mm, P=40 cm 216.00 bh Ls 5,000.00 1,080,000.007 Tiang pancang beton 12 - 300 66.00 bh 6.23+6.24+6.25 227,300.61 15,001,840.49

Lining Kanan (120 m) 1 Bongkaran beton bertulang 57.60 m3 6.29. 204,998.00 11,807,884.802 Lining beton bertulang 25/40 Precast K.250 120.00 bh Ls 721,831.33 86,619,759.483 Cor beton mutu K-225 37.80 m3 6.23. 622,364.60 23,525,382.004 Pembesian 2,577.84 kg 6.24. 11,719.55 30,211,124.775 Begesting 297.60 bh 6.25. 90,219.00 26,849,174.406 Angkur dia 12 mm, P=40 cm 312.00 bh Ls 5,000.00 1,560,000.007 Tiang pancang beton 12 - 300 98.00 bh 6.23+6.24+6.25 227,300.61 22,275,460.12

Lining Kanan (125 m) 1 Galian tanah pada lantai 4.68 m3 6.4. 36,375.00 170,235.002 Bongkaran beton bertulang 60.00 m3 6.29. 204,998.00 12,299,880.003 Lining beton bertulang 25/40 Precast K.250 125.00 bh Ls 721,831.33 90,228,916.134 Balok beton bertulang 25/40 Precast K.250 123.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 156.00 m3 6.22. 582,999.13 90,947,863.816 Cor beton mutu K-225 40.06 m3 6.23. 622,364.60 24,931,926.007 Pembesian 2,674.72 kg 6.24. 11,719.55 31,346,514.788 Begesting 1,568.48 bh 6.25. 90,219.00 141,506,697.129 Angkur dia 12 mm, P=40 cm 336.00 bh Ls 5,000.00 1,680,000.00


28 HM 229+20 - 230+00 (80 m) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 93.60 m3 6.4. 36,375.00 3,404,700.002 Bongkaran beton bertulang 7.68 m3 6.29. 204,998.00 1,574,384.643 Lining beton bertulang 25/40 Precast K.250 80.00 bh Ls 721,831.33 57,746,506.324 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls #REF! #REF!5 Cor beton mutu K-175 31.20 m3 6.22. 582,999.13 18,189,572.766 Cor beton mutu K-225 28.89 m3 6.23. 622,364.60 17,980,113.397 Pembesian 2,688.79 kg 6.24. 11,719.55 31,511,408.848 Begesting 488.72 bh 6.25. 90,219.00 44,091,829.689 Angkur dia 12 mm, P=40 cm 216.00 bh Ls 5,000.00 1,080,000.00


29 HM 229+20 - 230+00 (80 m) = Bongkar Pasang Lining Kiri dan Kanan Lining Kiri (125 m)

1 Bongkaran beton bertulang 60.00 m3 6.29. 204,998.00 12,299,880.002 Lining beton bertulang 25/40 Precast K.250 125.00 bh Ls 721,831.33 90,228,916.133 Balok beton bertulang 25/40 Precast K.250 51.00 bh Ls #REF! #REF!4 Cor beton mutu K-175 62.40 m3 6.22. 582,999.13 36,379,145.525 Cor beton mutu K-225 63.67 m3 6.23. 622,364.60 39,625,954.286 Pembesian 2,685.72 kg 6.24. 11,719.55 31,475,429.837 Begesting 813.52 bh 6.25. 90,219.00 73,394,960.888 Angkur dia 12 mm, P=40 cm 336.00 bh Ls 5,000.00 1,680,000.009 Tiang pancang beton 12 - 300 102.00 bh 6.23+6.24+6.25 227,300.61 23,184,662.57


#REF!


1 Bongkaran beton bertulang 108.00 m3 6.29. 204,998.00 22,139,784.00

RAB SALURAN - 42


HARGAJUMLAH

SATUAN HARGA2 Lining beton bertulang 25/40 Precast K.250 225.00 bh Ls 721,831.33 162,412,049.033 Cor beton mutu K-225 69.75 m3 6.23. 622,364.60 43,409,931.074 Pembesian 4,833.45 kg 6.24. 11,719.55 56,645,858.955 Begesting 558.00 bh 6.25. 90,219.00 50,342,202.006 Angkur dia 12 mm, P=40 cm 576.00 bh Ls 5,000.00 2,880,000.007 Tiang pancang beton 12 - 300 182.00 bh 6.23+6.24+6.25 227,300.61 41,368,711.65

Lining Kanan (300 m) 1 Bongkaran beton bertulang 144.00 m3 6.29. 204,998.00 29,519,712.002 Lining beton bertulang 25/40 Precast K.250 30.00 bh Ls 721,831.33 21,654,939.873 Balok beton bertulang 25/40 Precast K.250 93.00 bh Ls #REF! #REF!4 Cor beton mutu K-175 117.00 m3 6.22. 582,999.13 68,210,897.865 Cor beton mutu K-225 93.99 m3 6.23. 622,364.60 58,496,049.056 Pembesian 6,444.60 kg 6.24. 11,719.55 75,527,811.937 Begesting 1,687.92 bh 6.25. 90,219.00 152,282,454.488 Angkur dia 12 mm, P=40 cm 744.00 bh Ls 5,000.00 3,720,000.009 Tiang pancang beton 12 - 300 242.00 bh 6.23+6.24+6.25 227,300.61 55,006,748.46

#REF!


1 Bongkaran beton bertulang 57.60 m3 6.29. 204,998.00 11,807,884.802 Lining beton bertulang 25/40 Precast K.250 120.00 bh Ls 721,831.33 86,619,759.483 Balok beton bertulang 25/40 Precast K.250 105.00 bh Ls #REF! #REF!4 Cor beton mutu K-175 130.65 m3 6.22. 582,999.13 76,168,835.945 Cor beton mutu K-225 138.82 m3 6.23. 622,364.60 86,396,654.216 Pembesian 2,577.84 kg 6.24. 11,719.55 30,211,124.777 Begesting 2,155.76 bh 6.25. 90,219.00 194,490,511.448 Angkur dia 12 mm, P=40 cm 312.00 bh Ls 5,000.00 1,560,000.009 Tiang pancang beton 12 - 300 98.00 bh 6.23+6.24+6.25 227,300.61 22,275,460.12

Lining Kiri (100 m) 1 Bongkaran beton bertulang 48.00 m3 6.29. 204,998.00 9,839,904.002 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.903 Cor beton mutu K-225 31.00 m3 6.23. 622,364.60 19,293,302.704 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.815 Begesting 248.00 bh 6.25. 90,219.00 22,374,312.006 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.007 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30



#REF!


1 Bongkaran beton bertulang 110.40 m3 6.29. 204,998.00 22,631,779.202 Lining beton bertulang 25/40 Precast K.250 230.00 bh Ls 721,831.33 166,021,205.673 Balok beton bertulang 25/40 Precast K.250 72.00 bh Ls #REF! #REF!4 Cor beton mutu K-175 89.70 m3 6.22. 582,999.13 52,295,021.695 Cor beton mutu K-225 139.92 m3 6.23. 622,364.60 87,081,255.286 Pembesian 4,941.33 kg 6.24. 11,719.55 57,910,164.007 Begesting 1,294.16 bh 6.25. 90,219.00 116,757,821.048 Angkur dia 12 mm, P=40 cm 576.00 bh Ls 5,000.00 2,880,000.009 Tiang pancang beton 12 - 300 186.00 bh 6.23+6.24+6.25 227,300.61 42,277,914.10

Lining Kanan (140 m) 1 Bongkaran beton bertulang 67.20 m3 6.29. 204,998.00 13,775,865.602 Lining beton bertulang 25/40 Precast K.250 140.00 bh Ls 721,831.33 101,056,386.063 Cor beton mutu K-225 43.40 m3 6.23. 622,364.60 27,010,623.784 Pembesian 3,007.95 kg 6.24. 11,719.55 35,251,820.42

RAB SALURAN - 43


HARGAJUMLAH

SATUAN HARGA5 Begesting 347.20 bh 6.25. 90,219.00 31,324,036.806 Angkur dia 12 mm, P=40 cm 360.00 bh Ls 5,000.00 1,800,000.007 Tiang pancang beton 12 - 300 114.00 bh 6.23+6.24+6.25 227,300.61 25,912,269.93

#REF!



Lining Kanan (50 m) 1 Bongkaran beton bertulang 24.00 m3 6.29. 204,998.00 4,919,952.002 Lining beton bertulang 25/40 Precast K.250 65.25 bh Ls 721,831.33 47,099,494.223 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15.00 m3 6.13. 353,140.00 5,297,100.004 Cor beton mutu K-225 15.50 m3 6.23. 622,364.60 9,646,651.355 Pembesian 1,077.57 kg 6.24. 11,719.55 12,628,635.496 Begesting 124.00 bh 6.25. 90,219.00 11,187,156.007 Angkur dia 12 mm, P=40 cm 144.00 bh Ls 5,000.00 720,000.008 Tiang pancang beton 12 - 300 42.00 bh 6.23+6.24+6.25 227,300.61 9,546,625.77


Lantai (300 m) 1 Balok beton bertulang 25/40 Precast K.250 93.00 bh Ls #REF! #REF!2 Cor beton mutu K-175 117.00 m3 6.22. 582,999.13 68,210,897.863 Cor beton mutu K-225 0.90 m3 6.23. 622,364.60 560,128.144 Begesting 943.94 bh 6.25. 90,219.00 85,161,322.86

#REF!


1 Pasangan batu 1 PC : 4 Ps (batu tersedia) 436.20 m3 6.13. 353,140.00 154,039,668.002 Bongkaran pasangan batu 259.20 m3 6.13'. 194,498.00 50,413,881.603 Lining beton bertulang 25/40 Precast K.250 180.00 bh Ls 721,831.33 129,929,639.224 Cor beton mutu K-225 109.51 m3 6.23. 622,364.60 68,155,147.695 Pembesian 3,866.76 kg 6.24. 11,719.55 45,316,687.166 Begesting 876.08 bh 6.25. 90,219.00 79,039,061.527 Angkur dia 12 mm, P=40 cm 456.00 bh Ls 5,000.00 2,280,000.008 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

Lining Kanan (60 m) 1 Pasangan batu 1 PC : 4 Ps (batu tersedia) 90.00 m3 6.13. 353,140.00 31,782,600.002 Bongkaran pasangan batu 86.40 m3 6.13'. 194,498.00 16,804,627.203 Lining beton bertulang 25/40 Precast K.250 60.00 bh Ls 721,831.33 43,309,879.744 Cor beton mutu K-225 18.60 m3 6.23. 622,364.60 11,575,981.625 Pembesian 1,288.92 kg 6.24. 11,719.55 15,105,562.396 Begesting 148.80 bh 6.25. 90,219.00 13,424,587.207 Angkur dia 12 mm, P=40 cm 216.00 bh Ls 5,000.00 1,080,000.008 Tiang pancang beton 12 - 300 99.00 bh 6.23+6.24+6.25 227,300.61 22,502,760.73

703,398,734.37


1 Galian tanah 234.00 m3 6.4. 36,375.00 8,511,750.002 Bongkaran pasangan batu 67.50 m3 6.13'. 194,498.00 13,128,615.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 309.00 m3 6.13. 353,140.00 109,120,260.004 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.905 Balok beton bertulang 25/40 Precast K.250 99.00 bh Ls #REF! #REF!6 Cor beton mutu K-225 31.35 m3 6.23. 622,364.60 19,511,130.317 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.818 Begesting 250.80 bh 6.25. 90,219.00 22,626,925.209 Angkur dia 12 mm, P=40 cm 264.00 bh Ls 5,000.00 1,320,000.00

10 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

RAB SALURAN - 44


HARGAJUMLAH

SATUAN HARGA#REF!

36 HM 241+73 - 251+14 (941 m) 1 Galian tanah pada lantai dan beton 1,544.40 m3 6.4. 36,375.00 56,177,550.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,634.40 m3 6.13. 353,140.00 577,172,016.003 Siaran 1 : 2 5,448.00 m2 6.20. 21,987.50 119,787,900.004 Plesteran 1 : 3 231.00 m2 6.15. 16,592.50 3,832,867.505 Beton penahan tanah 161.70 m3 6.22. 582,999.13 94,270,958.83

851,241,292.33

37 HM 251+14 - 251+ 94 = Bongkar Pasang Lining Kiri 1 Galian tanah 187.20 m3 6.4. 36,375.00 6,809,400.002 Bongkaran pasangan batu 115.20 m3 6.13'. 194,498.00 22,406,169.603 Pasangan batu 1 PC : 4 Ps (batu tersedia) 187.20 m3 6.13. 353,140.00 66,107,808.004 Lining beton bertulang 25/40 Precast K.250 80.00 bh Ls 721,831.33 57,746,506.325 Cor beton mutu K-225 45.09 m3 6.23. 622,364.60 28,062,419.966 Pembesian 1,719.03 kg 6.24. 11,719.55 20,146,258.047 Begesting 360.72 bh 6.25. 90,219.00 32,543,797.688 Angkur dia 12 mm, P=40 cm 216.00 bh Ls 5,000.00 1,080,000.009 Tiang pancang beton 12 - 300 99.00 bh 6.23+6.24+6.25 227,300.61 22,502,760.73

257,405,120.33

38 HM 251+30 - 252+17 (87 m) 1 Galian tanah pada lantai dan beton 49.14 m3 6.4. 36,375.00 1,787,467.502 Pasangan batu 1 PC : 4 Ps (batu tersedia) 74.34 m3 6.13. 353,140.00 26,252,427.603 Siaran 1 : 2 247.80 m2 6.20. 21,987.50 5,448,502.504 Plesteran 1 : 3 7.35 m2 6.15. 16,592.50 121,954.885 Beton penahan tanah 5.15 m3 6.22. 582,999.13 3,002,445.50

36,612,797.98

39 HM 252+17 - 260+00 1 Galian tanah pada lantai dan beton 1,151.28 m3 6.4. 36,375.00 41,877,810.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 1,806.87 m3 6.13. 353,140.00 638,078,071.803 Siaran 1 : 2 6,022.90 m2 6.20. 21,987.50 132,428,513.754 Plesteran 1 : 3 186.55 m2 6.15. 16,592.50 3,095,330.885 Beton penahan tanah 157.24 m3 6.22. 582,999.13 91,670,782.73

907,150,509.15

40 HM 252+17 - 252+67 (50 m) = Bongkar Pasang Lining Knan 1 Galian tanah 108.00 m3 6.4. 36,375.00 3,928,500.002 Bongkaran pasangan batu 67.50 m3 6.13'. 194,498.00 13,128,615.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 130.50 m3 6.13. 353,140.00 46,084,770.004 Lining beton bertulang 25/40 Precast K.250 50.00 bh Ls 721,831.33 36,091,566.455 Balok beton bertulang 25/40 Precast K.250 12.00 bh Ls #REF! #REF!6 Cor beton mutu K-225 15.31 m3 6.23. 622,364.60 9,528,402.077 Pembesian 996.49 kg 6.24. 11,719.55 11,678,414.388 Begesting 122.51 bh 6.25. 90,219.00 11,052,729.699 Angkur dia 12 mm, P=40 cm 108.00 bh Ls 5,000.00 540,000.00



1 Bongkaran pasangan batu 48.00 m3 6.13'. 194,498.00 9,335,904.002 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.903 Balok beton bertulang 25/40 Precast K.250 22.00 bh Ls #REF! #REF!4 Cor beton mutu K-175 36.00 m3 6.22. 582,999.13 20,987,968.575 Cor beton mutu K-225 45.66 m3 6.23. 622,364.60 28,417,167.786 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.817 Begesting 365.28 bh 6.25. 90,219.00 32,955,196.328 Angkur dia 12 mm, P=40 cm 198.00 bh Ls 5,000.00 990,000.009 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

Lining Kanan (80 m) 1 Bongkaran pasangan batu 38.40 m3 6.13'. 194,498.00 7,468,723.202 Lining beton bertulang 25/40 Precast K.250 80.00 bh Ls 721,831.33 57,746,506.323 Cor beton mutu K-175 24.88 m3 6.22. 582,999.13 14,505,018.284 Pembesian 1,719.03 kg 6.24. 11,719.55 20,146,258.045 Begesting 199.04 bh 6.25. 90,219.00 17,957,189.766 Tiang pancang beton 12 - 300 66.00 bh 6.23+6.24+6.25 227,300.61 15,001,840.49

#REF!

RAB SALURAN - 45


HARGAJUMLAH

SATUAN HARGA42 HM 257+00 - 258+ 00 (100 m) = Bongkar Pasang Lining Kanan 1 Galian tanah 108.00 m3 6.4. 36,375.00 3,928,500.002 Bongkaran pasangan batu 48.00 m3 6.13'. 194,498.00 9,335,904.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 174.00 m3 6.13. 353,140.00 61,446,360.004 Lining beton bertulang 25/40 Precast K.250 100.00 bh Ls 721,831.33 72,183,132.905 Balok beton bertulang 25/40 Precast K.250 22.00 bh Ls #REF! #REF!6 Cor beton mutu K-225 58.41 m3 6.23. 622,364.60 36,352,316.477 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.818 Begesting 267.27 bh 6.25. 90,219.00 24,112,832.139 Angkur dia 12 mm, P=40 cm 1,983.00 bh Ls 5,000.00 9,915,000.00


43 HM 265+70 - 266+40 = 70 m 1 Galian tanah pada lantai dan beton 91.00 m3 6.4. 36,375.00 3,310,125.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 73.50 m3 6.13. 353,140.00 25,955,790.003 Siaran 1 : 2 245.00 m2 6.20. 21,987.50 5,386,937.504 Plesteran 1 : 3 24.50 m2 6.15. 16,592.50 406,516.255 Beton penahan tanah 19.25 m3 6.22. 582,999.13 11,222,733.19

46,282,101.94

44 HM 266+40 - 270+52 = 412 m 1 Galian tanah pada lantai dan beton 432.60 m3 6.4. 36,375.00 15,735,825.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 432.60 m3 6.13. 353,140.00 152,768,364.003 Siaran 1 : 2 1,442.00 m2 6.20. 21,987.50 31,705,975.00

200,210,164.00

45 HM 270+52 - 273+50 = 298 m 1 Galian tanah pada lantai dan beton 360.58 m3 6.4. 36,375.00 13,116,097.502 Pasangan batu 1 PC : 4 Ps (batu tersedia) 286.08 m3 6.13. 353,140.00 101,026,291.203 Siaran 1 : 2 953.60 m2 6.20. 21,987.50 20,967,280.004 Plesteran 1 : 3 67.05 m2 6.15. 16,592.50 1,112,527.135 Beton penahan tanah 104.30 m3 6.22. 582,999.13 60,806,808.94

197,029,004.77

46 HM 273+50 - 280+53 = 703 m 1 Galian tanah pada lantai dan beton 724.09 m3 6.4. 36,375.00 26,338,773.752 Pasangan batu 1 PC : 4 Ps (batu tersedia) 584.34 m3 6.13. 353,140.00 206,353,827.603 Siaran 1 : 2 1,827.80 m2 6.20. 21,987.50 40,188,752.504 Plesteran 1 : 3 246.05 m2 6.15. 16,592.50 4,082,584.635 Beton penahan tanah 158.18 m3 6.22. 582,999.13 92,218,801.91

369,182,740.38

47 HM 280+53 - 284+03 = 350 m 1 Galian tanah pada lantai dan beton 273.00 m3 6.4. 36,375.00 9,930,375.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 273.00 m3 6.13. 353,140.00 96,407,220.003 Siaran 1 : 2 910.00 m2 6.20. 21,987.50 20,008,625.00

126,346,220.00


343,661,718.40


347,910,283.60

SUB TOTAL I #REF!

II SALURAN SEKUNDER TOMPE 1 HM 0+00 - 1+10 (110 m) 1 Galian tanah 0.64 m3 6.4. 36,375.00 23,243.632 Balok beton bertulang 25/40 Precast K.250 222.00 bh Ls #REF! #REF!

#REF!

SUB TOTAL II #REF!

RAB SALURAN - 46


HARGAJUMLAH

SATUAN HARGA

III SALURAN SEKUNDER BRAKAS 1 HM 3+91 - 8+09 = 418 m ( kanan/kiri) 1 Balok beton bertulang 25/40 Precast K.250 836.00 bh Ls #REF! #REF!

#REF!

2 HM 8+09 - 10+06 = 197 m ( kanan/kiri) 1 Balok beton bertulang 25/40 Precast K.250 394.00 bh Ls #REF! #REF!

#REF!

3 HM 10+06 - 12+25 = 219 m ( kanan/kiri) 1 Balok beton bertulang 25/40 Precast K.250 438.00 bh Ls #REF! #REF!

#REF!

4 HM 12+25 - 18+36 = 219 m ( kanan/kiri) 1 Balok beton bertulang 25/40 Precast K.250 1,222.00 bh Ls #REF! #REF!

#REF!

SUB TOTAL III #REF!

RAB SALURAN - 47


HARGAJUMLAH

SATUAN HARGA

IV SALURAN SEKUNDER BOTOSIMAN 1 HM 0+00 - 5+00 = 500 m (kanan/kiri) 1 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 881.25 m3 6.13. 353,140.00 311,204,625.002 Balok beton bertulang 25/40 Precast K.250 400.00 bh Ls #REF! #REF!3 Beton K-225 22.31 m3 6.23. 622,364.60 13,884,954.304 Angkur dia 12 mm, P=40 cm 420.00 bh Ls 5,000.00 2,100,000.00

#REF!

2 HM 5+00 - 32+81 = 500 m (kanan/kiri) 1 Lining beton bertulang 25/40 Precast K.250 5,562.00 bh Ls 721,831.33 4,014,825,851.902 Balok beton bertulang 25/40 Precast K.250 279.00 bh Ls #REF! #REF!3 Beton sekat K-225 6,975.00 m3 6.23. 622,364.60 4,340,993,107.144 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 4,080.37 m3 6.13. 353,140.00 1,440,941,861.80

#REF!

3 HM 32+81 - 41+80 = 799 m (Lining Kiri) 1 Balok beton bertulang 25/40 Precast K.250 799.00 bh Ls #REF! #REF!2 Tiang pancang beton 12 - 300 640.00 bh 6.23+6.24+6.25 227,300.61 145,472,392.62

#REF!

4 HM 32+81 - 44+87 = 1206 m (Lining Kanan) 1 Lining beton bertulang 25/40 Precast K.250 1,206.00 bh Ls 721,831.33 870,528,582.772 Balok beton bertulang 25/40 Precast K.250 121.00 bh Ls #REF! #REF!3 Beton sekat K-225 22.68 m3 6.23. 622,364.60 14,115,229.204 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 176.62 m3 6.13. 353,140.00 62,371,586.805 Tiang pancang beton 12 - 300 1,206.00 bh 6.23+6.24+6.25 227,300.61 274,124,539.84

#REF!

5 HM 46+00 - 51+00 = 500 m (Lining Kiri) 1 Balok beton bertulang 25/40 Precast K.250 500.00 bh Ls #REF! #REF!2 Tiang pancang beton 12 - 300 400.00 bh 6.23+6.24+6.25 227,300.61 90,920,245.39

#REF!

6 HM 46+00 - 52+00 = 600 m (Lining Kanan) 1 Balok beton bertulang 25/40 Precast K.250 600.00 bh Ls #REF! #REF!2 Balok sekat beton 25/30 Precast K.250 600.00 bh Ls #REF! #REF!3 Beton sekat K-225 11.44 m3 6.23. 622,364.60 7,119,851.064 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 892.12 m3 6.13. 353,140.00 315,043,256.805 Tiang pancang beton 12 - 300 480.00 bh 6.23+6.24+6.25 227,300.61 109,104,294.46

#REF!

7 HM 52+00 - 58+63 = 663 m (Lining Kanan) 1 Balok beton bertulang 25/40 Precast K.250 663.00 bh Ls #REF! #REF!2 Balok sekat beton 25/30 Precast K.250 134.00 bh Ls #REF! #REF!3 Beton sekat K-225 3.77 m3 6.23. 622,364.60 2,346,314.554 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,126.86 m3 6.13. 353,140.00 397,939,340.405 Tiang pancang beton 12 - 300 532.00 bh 6.23+6.24+6.25 227,300.61 120,923,926.36

#REF!

8 HM 58+63 - 66+21 = 758 m (Lining Kanan) 1 Lining beton bertulang 25/40 Precast K.250 758.00 bh Ls 721,831.33 547,148,147.382 Balok sekat beton 25/30 Precast K.250 125.00 bh Ls #REF! #REF!3 Beton sekat K-225 4.27 m3 6.23. 622,364.60 2,657,496.864 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,278.22 m3 6.13. 353,140.00 451,390,610.805 Tiang pancang beton 12 - 300 608.00 bh 6.23+6.24+6.25 227,300.61 138,198,772.99

#REF!

9 HM 66+21 - 70+35 = 414 m (Lining Kanan) 1 Lining beton bertulang 25/40 Precast K.250 414.00 bh Ls 721,831.33 298,838,170.212 Balok sekat beton 25/30 Precast K.250 84.00 bh Ls #REF! #REF!3 Beton sekat K-225 2.36 m3 6.23. 622,364.60 1,468,780.464 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 706.38 m3 6.13. 353,140.00 249,451,033.205 Tiang pancang beton 12 - 300 332.00 bh 6.23+6.24+6.25 227,300.61 75,463,803.67

#REF!

SUB TOTAL IV #REF!

V SALURAN SEKUNDER LUWUK HM 01+07 - 06+37 Lining Kiri

RAB SALURAN - 48


HARGAJUMLAH

SATUAN HARGA1 Galian tanah 159.48 m3 6.4. 36,375.00 5,801,085.002 Balok beton bertulang 25/40 Precast K.250 443.00 bh Ls #REF! #REF!

Lining Kanan 1 Galian tanah 150.12 m3 6.4. 36,375.00 5,460,615.002 Balok beton bertulang 25/40 Precast K.250 417.00 bh Ls #REF! #REF!

#REF!

SUB TOTAL IV #REF!

VI SALURAN SEKUNDER NGACIR 1 HM 1+00 - 1+43 (43 m) 1 Galian tanah 18.06 m3 6.4. 36,375.00 656,932.502 Balok beton bertulang 25/40 Precast K.250 44.00 bh Ls #REF! #REF!

#REF!

2 HM 1+43 - 1+93 (50 m) 1 Galian tanah 13.50 m3 6.4. 36,375.00 491,062.502 Balok beton bertulang 25/40 Precast K.250 51.00 bh Ls #REF! #REF!

#REF!

3 HM 1+93 - 10+43 (850 m) 1 Galian tanah 357.00 m3 6.4. 36,375.00 12,985,875.002 Balok beton bertulang 25/40 Precast K.250 851.00 bh Ls #REF! #REF!

#REF!


#REF!


#REF!


#REF!


#REF!


#REF!

SUB TOTAL VI #REF!

VII SALURAN SEKUNDER GEMPOLDENOK 1 HM 1+75 - 12+00 (1025 m) 1 Galian tanah 379.25 m3 6.4. 36,375.00 13,795,218.752 Balok beton bertulang 25/40 Precast K.250 1,026.00 bh Ls #REF! #REF!

#REF!


#REF!


#REF!

4 HM 24+00 - 25+00 (850 m) 1 Galian tanah 37.00 m3 6.4. 36,375.00 1,345,875.00

RAB SALURAN - 49


HARGAJUMLAH

SATUAN HARGA2 Balok beton bertulang 25/40 Precast K.250 101.00 bh Ls #REF! #REF!

#REF!

SUB TOTAL VII #REF!

VIII SALURAN SEKUNDER GENETAN 1 HM 0+00 - 26+00 1 Galian tanah 1,029.10 m3 6.4. 36,375.00 37,433,512.502 Balok beton bertulang 25/40 Precast K.250 2,511.00 bh Ls #REF! #REF!

#REF!

SUB TOTAL VIII #REF!

IX SALURAN SEKUNDER WEDEAN 1 HM 0+00 - 19+80 (1980 m) 1 Galian tanah 554.40 m3 6.4. 36,375.00 20,166,300.002 Balok beton bertulang 25/40 Precast K.250 1,981.00 bh Ls #REF! #REF!

#REF!


#REF!


#REF!

SUB TOTAL IX #REF!

X SALURAN SEKUNDER KAMPEK 1 HM 0+00 - 17+30 (1730 m) 1 Galian tanah 657.40 m3 6.4. 36,375.00 23,912,925.002 Balok beton bertulang 25/40 Precast K.250 1,731.00 bh Ls #REF! #REF!

#REF!


#REF!


#REF!

SUB TOTAL X #REF!

XI SALURAN SEKUNDER WILALUNG 1 HM 0+00 - 01+30 1 Galian tanah 25.35 m3 6.4. 36,375.00 922,106.252 Balok beton bertulang 25/40 Precast K.250 131.00 bh Ls #REF! #REF!

#REF!

2 HM 1+30 - 6+89 (559 m) 1 Galian tanah 176.09 m3 6.4. 36,375.00 6,405,091.882 Balok beton bertulang 25/40 Precast K.250 1,120.00 bh Ls #REF! #REF!

#REF!


#REF!


#REF!

RAB SALURAN - 50


HARGAJUMLAH

SATUAN HARGA

SUB TOTAL XI #REF!

RAB SALURAN - 51


HARGAJUMLAH

SATUAN HARGA

SALURAN SUPLESI GLAPAN 1 HM 37+00 - 18+18 = 1882 m ( kanan/kiri) 1 Lining beton bertulang 25/40 Precast K.250 3,764.00 bh Ls 721,831.33 2,716,973,122.362 Tiang pancang beton 12 - 300 1,506.00 bh 6.23+6.24+6.25 227,300.61 342,314,723.88

3,059,287,846.23

2 HM 18+18 - 13+00 = 518 m ( kanan/kiri) 1 Lining beton bertulang 25/40 Precast K.250 1,038.00 bh Ls 721,831.33 749,260,919.502 Tiang pancang beton 12 - 300 418.00 bh 6.23+6.24+6.25 227,300.61 95,011,656.43

844,272,575.93

3 HM 13+00 - 2+00 = 1100 m ( kanan/kiri) Induk

1 Lining beton bertulang 25/40 Precast K.250 2,200.00 bh Ls 721,831.33 1,588,028,923.802 Tiang pancang beton 12 - 300 880.00 bh 6.23+6.24+6.25 227,300.61 200,024,539.85

Sal. Gendong 1 Lining beton bertulang 25/40 Precast K.250 2,200.00 bh Ls 721,831.33 1,588,028,923.802 Tiang pancang beton 12 - 300 880.00 bh 6.23+6.24+6.25 227,300.61 200,024,539.853 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 482.62 m3 6.13. 353,140.00 170,432,426.804 Balok beton bertulang 25/40 Precast K.250 990.00 m3 Ls #REF! #REF!

#REF!


1 Lining beton bertulang 25/40 Precast K.250 34.00 bh Ls 721,831.33 24,542,265.192 Tiang pancang beton 12 - 300 14.00 bh 6.23+6.24+6.25 227,300.61 3,182,208.59

Sal. Gendong 1 Lining beton bertulang 25/40 Precast K.250 34.00 bh Ls 721,831.33 24,542,265.192 Tiang pancang beton 12 - 300 14.00 bh 6.23+6.24+6.25 227,300.61 3,182,208.593 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 8.77 m3 6.13. 353,140.00 3,097,037.804 Balok beton bertulang 25/40 Precast K.250 0.78 m3 Ls #REF! #REF!

#REF!

SUB TOTAL #REF!

JUMLAH TOTAL #REF!

HARGA SATUAN PEKERJAAN - 52

DAFTAR HARGA SATUAN PEKERJAAN


NO ANALISA SATUAN URAIAN HARGA (Rp.)

A PEKERJAAN TANAH (DT 91-0008 2007) A1 6.1. 1 m3 Galian tanah biasa 32,795.00 A2 6.2. 1 m3 Galian tanah keras sedalam 1 m 30,120.00 A3 6.3. 1 m3 Galian tanah cadas sedalam 1 m 45,600.00 A4 6.4. 1 m3 Galian tanah lumpur sedalam 1 m 36,375.00 A5 6.5. 1 m2 Pekerjaan Striping Tebing 1,625.00 A6 6.6. 1 m2 Membersihkan lapangan dan perataan 4,650.00 A7 6.7. 1 m3 Urugan kembali dipadatkan 22,483.00 A8 6.8. 1 m3 Urugan pasir urug 81,050.00 A9 6.9. 1 m3 Urugan tanah urug 53,744.00

A10 6.10. 1 m3 Urugan sirtu 116,066.00

PEKERJAAN TANAH DENGAN ALAT BERAT A11 ALT. 1 1 m3 1 m3 Galian tanah alur (1x kerukan) 11,886.00 A12 ALT. 2 1 m3 1 m3 Galian tanah diangkut sejauh 5 km 52,079.00 A13 ALT. 3 1 m3 1 m3 Galian tanah diangkut sejauh 10 km 78,365.00 A14 ALT. 4 1 m3 1 m3 Membuat tanggul tanah diangkut sejauh 50 m' 11,978.00

B PEKERJAAN PONDASI (DT 91-0007 2008) B1 6.11. 1 m3 Pasangan batu kali belah 1 Pc : 3 Ps 453,140.00 B2 6.12. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps 419,140.00 B3 6.13. 1 m3 Pasangan pondasi batu kali 1 Pc : 4 Ps (batu tersedia 50%) 353,140.00 B4 6.13'. 1 m3 Bongkaran pasangan batu 194,498.00

C PEKERJAAN DINDING (DT 91-009 2007) C1 6.14. 1 m2 Pasangan bata merah tebal 1/2 bata 1 PC : 3 Kp : 10 Ps. 45,802.50

D PEKERJAAN PLESTERAN (DT 91-0010 2007) D1 6.15. 1 m2 Plesteran campuran 1 Pc : 3 Ps tebal 20 mm 28,638.80 D2 6.16. 1 m2 Plesteran campuran 1 Pc : 2 Ps tebal 15 mm 23,990.90 D3 6.17. 1 m' Plesteran skoning 1 Pc : 2 Ps 16,592.50 D4 6.20. 1 m2 Siaran adukan 1 PC : 2 Ps 21,987.50

E PEKERJAAN BETON (DT 91-0008 2007) E1 6.21. 1 m3 Membuat lantai kerja beton mutu f'c = 7,4 Mpa (K.100) 515,149.14 E2 6.22. 1 m3 Campuran Beton Mutu K.175 582,999.13 E3 6.23. 1 m3 Campuran Beton Mutu K.225 622,364.60 E4 6.24. 1 Kg Pembesian dengan besi polos atau besi ulir 11,719.55 E5 6.25. 1 m2 Pasang begesting untuk sloof 90,219.00 E6 6.26. 1 m2 Pasang begesting untuk lantai 264,309.00 E7 6.27. 1 m2 Pasang begesting untuk dinding 218,964.50 E8 6.28. 1 m2 Pasang begesting untuk balok 178,269.50 E9 Ls 1 m2 Lining beton Precast K-250 (100x0.90+0.40) t=8 509,544.42

E10 Ls bh Lining beton Precast K-250 (100x1.25+0.40) t=8 721,831.33 E11 Ls bh Lining beton Precast K-250 (100x1.10+0.40) t=8 684,831.33 E12 Ls bh Lining beton Precast K-250 (100x1.60+0.40) t=8 808,831.33 E13 Ls bh Lining beton Precast K-250 (100x3.00+0.40) t=12 1,470,831.33 E14 Ls bh Balok beton Precast K-250 250x400x2500mm 903,831.33 E15 6.29. 1 m3 Bongkaran beton bertulang 204,998.00 E16 6.30. 1 m2 Pengasaran beton lama 4,102.00 E17 6.23+6.24+6.25 1 m' Tiang pancang beton bertulang ukuran 12x12x12 cm 65,766.87 E18 6.23+6.24+6.25 1 bh Tiang Pancang Beton Bertulang Dipancang sedalam 3 m 227,300.61





F PEKERJAAN PENGECATAN F1 6.31. 1 m2 Mengecat Kayu 20,491.50 F2 6.32. 1 m2 Mengecat Besi 22,571.00 F3 6.33. 1 m2 Mengecat Tembok 13,527.80

G PEKERJAAN LAIN-LAIN G1 Ls 1 bh Pasang Pintu Sorong baja b=0,40 m baru 8,055,000.00 G2 Ls 1 bh Pasang Pintu Sorong baja b=0,50 m baru 8,436,000.00 G3 Ls 1 bh Pasang Pintu Sorong baja b=0,75 m baru 9,334,000.00 G4 Ls 1 bh Pasang Pintu Sorong baja b=0,80 m baru 10,036,000.00 G5 Ls 1 bh Pasang Pintu Sorong baja b=0,90 m baru 10,775,000.00 G6 Ls 1 bh Pasang Pintu Sorong baja b=1,00 m, baru 15,964,000.00 G7 Ls 1 bh Pasang Pintu Sorong baja b=1,10 m, baru 18,772,000.00 G8 Ls 1 bh Pasang Pintu Sorong baja b=1,20 m, baru 23,140,000.00 G9 Ls 1 bh Pasang Pintu Sorong baja b=1,25 m, baru 26,728,000.00 G10 Ls 1 bh Pasang Pintu Sorong baja b=1,30 m, baru 33,280,000.00 G11 Ls 1 bh Pasang Pintu Sorong baja b=1,50 m, baru 35,080,000.00 G12 Ls 1 bh Pasang Pintu Sorong baja b=2,00 m, baru 36,972,000.00 G13 Ls 1 bh Pasang Pintu Sorong Kayu b=1,50 m baru 24,750,000.00 G14 Ls 1 bh Pasang Pintu Sorong Kayu b=1,50 m, baru 34,500,000.00 G15 Ls 1 bh Pasang Pintu Sorong Kayu b=1,50 m, baru 36,562,000.00 G16 Ls 1 bh Pasang Pintu Sorong Kayu b=2,00 m baru 35,000,000.00 G17 Ls 1 bh Pasang Pintu Sorong Kayu b=0,80 m baru 1,500,000.00 G18 Ls 1 bh Pasang Pintu angkat b = 0,30 m baru 1,200,000.00 G19 Ls 1 bh Pasang Pintu angkat b = 0,20 m baru 1,080,000.00 G20 Ls 1 bh Pasang Pintu angkat b = 0,40 m baru 1,500,000.00 G21 Ls 1 bh Pasang Nomenklatur baru 150,000.00 G22 Ls 1 bh Pasang Peil schall baru 500,000.00 G23 Ls 1 bh Pasang Papan eksploitasi baru 1,500,000.00 G24 Ls 1 bh Pengecatan dan Perbaikan Papan eksploitasi lama 500,000.00 G25 Ls 1 bh Modifikasi pintu romijn menjadi pintu sorong 2,000,000.00 G26 Ls 1 bh Service pintu sorong 2,000,000.00 G27 Ls 1 bh Service pintu penguras 2,000,000.00 G28 Ls 1 bh 1 Roda peluncur pintu 500,000.00 G29 Ls 1 bh Pasang Pintu angkat b = 0,20 m baru 1,080,000.00 G30 Ls 1 bh Pasang Pintu angkat b = 0,40 m baru 1,500,000.00 G31 Ls 1 bh Pasang Nomenklatur baru 150,000.00 G32 Ls 1 bh Pasang Peil schall baru 500,000.00 G33 Ls 1 bh Pasang Papan eksploitasi baru 1,500,000.00 G34 Ls 1 bh Pengecatan dan Perbaikan Papan eksploitasi lama 500,000.00 G35 Ls 1 bh Modifikasi pintu romijn menjadi pintu sorong 2,000,000.00 G36 Ls 1 bh Service pintu sorong 2,000,000.00 G37 Ls 1 bh Service pintu penguras 2,000,000.00 G38 Ls 1 bh 1 Roda peluncur pintu 500,000.00

RAB BANGUNAN SEDADI - 55



PEKERJAAN : BANGUNAN


HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU

I SALURAN INDUK SEDADI 1 BENDUNG SEDADI 0+00 B.Sd 0 1 Pasangan batu kali 1 : 4 48.15 m3 6.11. 419,140.00 20,181,591.002 Plesteran 1 : 3 27.86 m2 6.15. 28,638.80 797,876.973 Siaran 1 : 2 85.14 m2 6.20. 21,987.50 1,872,015.754 Campuran beton mutu K-225 11.10 m3 6.23. 622,364.60 6,908,247.105 Pembesian 370.12 kg 6.24. 11,719.55 4,337,639.856 Galian tanah biasa 108.48 m3 6.1. 32,795.00 3,557,601.607 Timbunan tanah kembali 9.00 m3 6.7. 22,483.00 202,347.008 Timbunan sirtu 295.88 m3 6.8. 116,066.00 34,341,608.089 Penggantian roda peluncur pintu 4.00 bh Ls 500,000.00 2,000,000.0010 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

74,348,927.34

BANGUNAN AIR 2 ALAT UKUR 01+11 B.Sd 1a 1 Pasangan batu kali 1 : 4 4.85 m3 6.11. 419,140.00 2,031,990.722 Siaran 1 : 2 5.34 m2 6.20. 21,987.50 117,413.253 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

2,299,403.97

3 INLET DRAN 01+60 - B.Sd 1b 1 Pasangan batu kali 1 : 4 9.50 m3 6.11. 419,140.00 3,980,153.442 Galian tanah biasa 16.65 m3 6.1. 32,795.00 546,036.753 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

4,676,190.19

4 JEMBATAN ORANG 01+80 - B.Sd 1c INLET DRAIN

1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00150,000.00

5 INLET DRAN 02+10 - B.Sd 1d 1 Galian tanah biasa 16.80 m3 6.1. 32,795.00 550,956.002 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

700,956.00

6 INLET DRAN 03+72 - B.Sd 1e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

7 JEMBATAN ORANG 07+88 B.Sd 1d B.Sd 1f 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

8 JEMBATAN ORANG 14+00 - B.Sd 1g 1 Pasangan batu kali 1 : 4 23.16 m3 6.11. 419,140.00 9,707,282.402 Plesteran 1 : 3 18.02 m2 6.15. 28,638.80 516,071.183 Beton mutu K-225 9.35 m3 6.23. 622,364.60 5,819,109.044 Pembesian 66.00 kg 6.24. 11,719.55 773,490.305 Begesting 373.43 m2 6.25. 90,219.00 33,690,481.176 Galian tanah biasa 32.10 m3 6.1. 32,795.00 1,052,719.507 Timbunan tanah kembali 7.40 m3 6.7. 22,483.00 166,374.208 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

51,875,527.79



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 9 INLET DRAN 18+57 - B.Sd 1h 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

10 JEMBATAN ORANG 27+55 B.Sd 1e B.Sd 1i 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

11 JEMBATAN ORANG 33+13 B.Sd 1f B.Sd 1j 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

12 JEMBATAN ORANG 39+55 - B.Sd 1k 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

13 JEMBATAN ORANG 43+68 - B.Sd 1l 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

14 BANG. SADAP 43+83 B.Sd 1 B.Sd 1 1 Pasangan batu kali 1 : 4 24.45 m3 6.11. 419,140.00 10,247,134.722 Plesteran 1 : 3 36.92 m2 6.15. 28,638.80 1,057,344.503 Siaran 1 : 2 34.41 m2 6.20. 21,987.50 756,589.874 Beton mutu K-175 0.03 m3 6.22. 582,999.13 17,489.975 Galian tanah biasa 9.93 m3 6.1. 32,795.00 325,654.356 Timbunan tanah kembali 8.78 m3 6.7. 22,483.00 197,288.337 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

14,751,501.74

15 JEMBATAN 45+90 B.Sd 2a B.Sd 2a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

16 BANG. BAGI PENGKOL 46+00 B.Sd 2 B.Sd 2 1 Pasangan batu kali 1 : 4 91.04 m3 6.11. 419,140.00 38,157,667.322 Plesteran 1 : 3 106.47 m2 6.15. 28,638.80 3,049,258.953 Siaran 1 : 2 130.52 m2 6.20. 21,987.50 2,869,808.505 Beton mutu K-225 0.15 m3 6.23. 622,364.60 90,865.237 Galian tanah biasa 67.50 m3 6.1. 32,795.00 2,213,531.328 Timbunan tanah kembali 7.61 m3 6.7. 22,483.00 171,095.6310 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0011 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0012 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

48,702,226.95

17 BANGUNAN UKUR 46+83 B.Sd 3a B.Sd 3a 1 Pasangan batu kali 1 : 4 0.77 m3 6.11. 419,140.00 320,642.102 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.003 Pintu sorong b = 1,00 m, h = 2,35 m 1.00 bh Ls 15,964,000.00 15,964,000.00

16,434,642.10

18 JEMBATAN ORANG 50+52 B.Sd 3b B.Sd 3b 1 Pasangan batu kali 1 : 4 5.03 m3 6.11. 419,140.00 2,107,855.062 Plesteran 1 : 3 18.65 m2 6.15. 28,638.80 533,970.433 Siaran 1 : 2 15.55 m2 6.20. 21,987.50 341,905.63

2,983,731.11

19 BANGUNAN PENGURAS 53+83 - B.Sd 3c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 20 BANGUNAN SADAP 54+20 B.Sd 3 B.Sd 3

TERJUN 1 Pasangan batu kali 1 : 4 15.18 m3 6.11. 419,140.00 6,362,126.062 Plesteran 1 : 3 16.17 m2 6.15. 28,638.80 463,089.403 Siaran 1 : 2 15.96 m2 6.20. 21,987.50 350,920.504 Beton mutu K-225 0.14 m3 6.23. 622,364.60 87,753.415 Pembesian 7.56 kg Ls 11,719.55 88,599.806 Galian tanah biasa 8.20 m3 6.1. 32,795.00 268,919.007 Timbunan tanah kembali 3.46 m3 6.7. 22,483.00 77,701.258 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0010 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0011 Pintu sorong b = 0,40, h = 0,55 1.00 bh Ls 8,055,000.00 8,055,000.0012 Pipa PVC 2,5 " 3.40 m Ls 35,000.00 119,000.00

18,023,109.41

21 JEMBATAN 64+44 B.Sd 4a B.Sd 4a 1 Plesteran 1 : 3 1.30 m2 6.15. 28,638.80 37,230.442 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

187,230.44

22 JEMBATAN ORANG 66+09 B.Sd 4b B.Sd 4b 1 Pasangan batu kali 1 : 4 0.09 m3 6.11. 419,140.00 37,722.602 Plesteran 1 : 3 0.78 m2 6.15. 28,638.80 22,338.263 Bongkaran pasangan lama 0.09 m3 6.13'. 194,498.00 17,504.82

77,565.68

23 INLET DRAIN 66+60 - B.Sd 4c 1 Pasangan batu kali 1 : 4 4.73 m3 6.11. 419,140.00 1,980,436.502 Plesteran 1 : 3 2.03 m2 6.15. 28,638.80 57,993.573 Siaran 1 : 2 15.75 m2 6.20. 21,987.50 346,303.134 Bongkaran pasangan lama 4.73 m3 6.13'. 194,498.00 919,003.055 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

3,453,736.24

24 BANG. SADAP BARU 69+20 - B.Sd 4 1 Pasangan batu kali 1 : 4 156.71 m3 6.11. 419,140.00 65,683,848.542 Plesteran 1 : 3 119.45 m2 6.15. 28,638.80 3,421,019.223 Siaran 1 : 2 229.76 m2 6.20. 21,987.50 5,051,804.034 Beton mutu K-225 1.66 m3 6.23. 622,364.60 1,035,614.705 Galian tanah biasa 436.39 m3 6.1. 32,795.00 14,311,410.056 Timbunan tanah kembali 79.44 m3 6.7. 22,483.00 1,786,049.527 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

93,439,746.05

25 JEMBATAN ORANG 69+27 B.Sd 4c B.Sd 5a 1 Pasangan batu kali 1 : 4 0.18 m3 6.11. 419,140.00 75,445.202 Plesteran 1 : 3 28.62 m2 6.15. 28,638.80 819,642.463 Bongkaran pasangan batu 0.18 m3 6.13'. 194,498.00 35,009.644 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,080,097.30

26 BANG. SADAP 72+38 Corongan B.Sd 5 1 Pasangan batu kali 1 : 4 15.39 m3 6.11. 419,140.00 6,450,983.742 Plesteran 1 : 3 16.46 m2 6.15. 28,638.80 471,251.453 Siaran 1 : 2 32.76 m2 6.20. 21,987.50 720,398.454 Galian tanah biasa 47.53 m3 6.1. 32,795.00 1,558,647.975 Timbunan tanah kembali 11.97 m3 6.7. 22,483.00 269,121.516 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu sorong baja b = 0.50 m, h = 1.30 m 1.00 bh Ls 8,436,000.00 8,436,000.0010 Bongkaran pasangan lama 18.37 bh Ls 194,498.00 3,572,733.76

23,629,136.88



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 27 BANG. SADAP 75+33 B.Sd 5 B.Sd 6 1 Pasangan batu kali 1 : 4 39.28 m3 6.11. 419,140.00 16,464,657.482 Plesteran 1 : 3 46.56 m2 6.15. 28,638.80 1,333,422.533 Galian tanah biasa 25.11 m3 6.1. 32,795.00 823,482.454 Timbunan tanah kembali 3.78 m3 6.7. 22,483.00 84,985.745 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.007 Pintu sorong b = 0,50 m, h = 0,40 m 1.00 bh Ls 8,436,000.00 8,436,000.008 Pintu sorong b = 0,55 m, h = 0,40 m 1.00 bh Ls 8,436,000.00 8,436,000.00

36,228,548.20

28 BANG. SADAP 76+18 - B.Sd 7 1 Pasangan batu kali 1 : 4 19.31 m3 6.11. 419,140.00 8,094,012.542 Plesteran 1 : 3 33.48 m2 6.15. 28,638.80 958,827.023 Bongkaran pasangan lama 9.21 m3 6.29. 194,498.00 1,791,910.074 Beton mutu K-225 0.12 m3 6.23. 622,364.60 75,928.485 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.008 Pintu sorong b = 0,55 m, h = 1,62 m 1.00 bh Ls 8,436,000.00 8,436,000.00

21,506,678.12

29 BANG. CEK/TERJUN 76+41 B.Sd 5 B.Sd 8a 1 Pasangan batu kali 1 : 4 35.28 m3 6.11. 419,140.00 14,787,259.202 Plesteran 1 : 3 6.14 m2 6.15. 28,638.80 175,699.043 Siaran 1 : 2 21.50 m2 6.20. 21,987.50 472,731.254 Beton mutu K-225 0.42 m3 6.23. 622,364.60 261,393.135 Galian tanah biasa 5.46 m3 6.1. 32,795.00 179,060.706 Bongkaran pasangan batu 26.45 m3 6.13'. 194,498.00 5,144,472.107 Bongkaran beton 0.14 m3 6.29. 204,998.00 27,674.738 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pintu sorong b = 1,50 m, h = 2,20 m 1.00 m2 Ls 35,080,000.00 35,080,000.0010 Pengecatan pintu air 46.40 m2 Ls 22,571.00 1,047,294.40

57,325,584.55

30 JEMBATAN ORANG 77+12 B.Sd 6a B.Sd 8b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

31 JEMBATAN DESA 88+98 B.Sd 6b B.Sd 8c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

32 JEMBATAN ORANG 92+92 B.Sd 6c B.Sd 8d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

33 BANG. SADAP 97+44 Corongan B.Sd 8 1 Pasangan batu kali 1 : 4 14.61 m3 6.11. 419,140.00 6,123,635.402 Plesteran 1 : 3 15.42 m2 6.15. 28,638.80 441,610.303 Galian tanah biasa 0.98 m3 6.1. 32,795.00 32,204.694 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.006 Pintu sorong baja b = 0,50 m, h = 0,40 m 1.00 bh Ls 8,436,000.00 8,436,000.00

15,683,450.39

34 JEMBATAN ORANG 99+28 B.Sd 6d B.Sd 9a 1 Plesteran 1 : 3 36.43 m2 6.15. 28,638.80 1,043,168.292 Beton mutu K-225 0.02 m3 6.23. 622,364.60 11,202.563 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,204,370.85

35 JEMBATAN ORANG 99+28 B.Sd 6d B.Sd 9b Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 36 BANG. SADAP 102+15 B.Sd 6 B.Sd 9 1 Pasangan batu kali 1 : 4 22.37 m3 6.11. 419,140.00 9,374,904.382 Plesteran 1 : 3 40.81 m2 6.15. 28,638.80 1,168,863.983 Siaran 1 : 2 32.77 m2 6.20. 21,987.50 720,574.354 Beton mutu K-225 0.08 m3 6.23. 622,364.60 51,033.905 Galian tanah biasa 13.61 m3 6.1. 32,795.00 446,339.956 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,60 m, h = 0,40 m 10 Bongkaran pas. batu kali 1.50 m3 6.13'. 194,498.00 291,747.0011 Bongkaran beton lama 0.01 m3 6.29. 204,998.00 1,844.98 14,759,052.54

37 JEMBATAN JALAN RAYA 102+80 - B.Sd 10a PENAWANGAN - PWDD

1 Pasang nomenklatur baru baru 1.00 bh Ls 150,000.00 150,000.00150,000.00

38 BANG. SADAP 103+99 B.Sd 7 B.Sd 10 1 Pasangan batu kali 1 : 4 29.93 m3 6.11. 419,140.00 12,543,602.782 Plesteran 1 : 3 52.07 m2 6.15. 28,638.80 1,491,222.323 Beton mutu K-225 0.29 m3 6.23. 622,364.60 178,618.644 Galian tanah biasa 8.12 m3 6.1. 32,795.00 266,295.405 Timbunan tanah kembali 10.32 m3 6.7. 22,483.00 232,024.566 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu sorong b = 0,60 m, h = 0,25 m 1.00 bh Ls 8,885,000.00 8,885,000.00

25,746,763.70

39 JEMBATAN ORANG 106+95 - B.Sd 11a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

40 BANG. SADAP 107+40 B.Sd 8 B.Sd 11 1 Pasangan batu kali 1 : 4 13.65 m3 6.11. 419,140.00 5,722,937.562 Plesteran 1 : 3 20.37 m2 6.15. 28,638.80 583,229.163 Siaran 1 : 2 18.40 m2 6.20. 21,987.50 404,570.007 Galian tanah biasa 9.84 m3 6.1. 32,795.00 322,833.988 Timbunan tanah kembali 21.66 m3 6.7. 22,483.00 486,981.789 Timbunan tanah urug 285.18 m3 6.9. 53,744.00 15,326,445.2010 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0011 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0012 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0013 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00 26,996,997.68

b = 0,70 m, h = 0,40 m

41 TERJUN 108+40 - B.Sd 12a 1 Pasangan batu kali 1 : 4 24.80 m3 6.11. 419,140.00 10,394,672.002 Plesteran 1 : 3 12.63 m2 6.15. 28,638.80 361,708.043 Siaran 1 : 2 50.48 m2 6.20. 21,987.50 1,109,929.004 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Service pintu 1.00 bh Ls 2,000,000.00 2,000,000.00

14,016,309.04

42 AMBANG UKUR 108+60 - B.Sd 12b 1 Pasangan batu kali 1 : 4 164.55 m3 6.11. 419,140.00 68,969,487.002 Plesteran 1 : 3 41.54 m2 6.15. 28,638.80 1,189,655.753 Beton mutu K-225 0.12 m3 6.23. 622,364.60 77,173.214 Galian tanah biasa 130.97 m3 6.1. 32,795.00 4,295,062.775 Timbunan tanah kembali 61.13 m3 6.7. 22,483.00 1,374,430.766 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Bngkaran pasangan lama 28.88 bh Ls 194,498.00 5,616,907.748 Pembesian 16.19 kg Ls 11,719.55 189,762.959 Pintu sorong b = 1,00 m, h = 1,50 m 1.00 bh Ls 15,964,000.00 15,964,000.00

97,826,480.18



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 43 INLET DRAIN 110+34 - B.Sd 12c 1 Pasangan batu kali 1 : 4 5.71 m3 6.11. 419,140.00 2,394,127.682 Plesteran 1 : 3 5.67 m2 6.15. 28,638.80 162,382.003 Siaran 1 : 2 11.90 m2 6.20. 21,987.50 261,651.254 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Bongkaran pasangan lama 5.71 m3 6.13'. 194,498.00 1,110,972.58

4,079,133.50

44 JEMBATAN ORANG 112+35 - B.Sd 12d 1 Beton mutu K-225 0.02 m3 6.23. 622,364.60 12,447.292 Pipa PVC 2" 1.70 m Ls 35,000.00 59,500.003 Pembesian 5.17 kg Ls 11,719.55 60,590.074 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

282,537.37

45 INLET DRAIN 112+65 - B.Sd 12e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

46 JEMBATAN ORANG 115+30 - B.Sd 12f 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

47 INLET DRAIN 118+73 Sadap (B. Sd 11) B.Sd 12g 1 Pasangan batu kali 1 : 4 0.55 m3 6.11. 419,140.00 230,527.002 Plesteran 1 : 3 0.34 m2 6.15. 28,638.80 9,594.003 Siaran 1 : 2 0.50 m2 6.20. 21,987.50 10,993.754 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Pintu sorong b = 0,60 m, h = 1,20 m 1.00 bh Ls 8,885,000.00 8,885,000.00

9,286,114.75

48 TERJUN 119+32 - B.Sd 12h 1 Pasangan batu kali 1 : 4 20.04 m3 6.11. 419,140.00 8,397,469.902 Plesteran 1 : 3 15.49 m2 6.15. 28,638.80 443,615.013 Siaran 1 : 2 43.40 m2 6.20. 21,987.50 954,257.504 Galian tanah biasa 4.74 m3 6.1. 32,795.00 155,448.305 Bongkaran pasangan lama 13.16 m3 6.13'. 194,498.00 2,559,593.686 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pintu sorong kayu b = 1.60 m, h = 2.25 m 1.00 bh Ls 35,080,000.00 35,080,000.008 Pengecatan rumah pintu 1.00 unit Ls 500,000.00 500,000.00

48,240,384.39

49 JEMBATAN ORANG 124+97 - B.Sd 12i 1 Plesteran 1 : 3 0.90 m2 6.15. 28,638.80 25,774.922 Beton mutu K-225 0.09 m3 6.23. 622,364.60 58,502.273 Pembesian 17.15 kg 6.24. 11,719.55 200,990.284 Bongkaran beton 0.03 m3 6.29. 204,998.00 5,534.955 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pipa PVC 5.60 m' Ls 35,000.00 196,000.00

636,802.42

50 JEMBATAN ORANG 127+82 - B.Sd 12j 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

51 JEMBATAN ORANG 129+71 - B.Sd 12k 1 Pasangan batu kali 1 : 4 0.55 m3 6.11. 419,140.00 230,527.002 Plesteran 1 : 3 18.86 m2 6.15. 28,638.80 540,127.773 Siaran 1 : 2 1.00 m2 6.20. 21,987.50 21,987.504 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Bongkaran pasangan lama 0.56 m3 6.13'. 194,498.00 107,946.39

1,050,588.66

52 JEMBATAN ORANG 136+68 - B.Sd 12l 1 Pasangan batu kali 1 : 4 0.01 m3 6.11. 419,140.00 3,772.262 Plesteran 1 : 3 0.75 m2 6.15. 28,638.80 21,479.103 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.004 Bongkaran pasangan lama 0.09 m3 6.13'. 194,498.00 17,504.82

192,756.18



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 53 JEMBATAN ORANG 141+88 - B.Sd 12m 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

54 JEMBATAN ORANG 150+25 - B.Sd 12n 1 Pasangan batu kali 1 : 4 5.01 m3 6.11. 419,140.00 2,099,891.402 Plesteran 1 : 3 16.75 m2 6.15. 28,638.80 479,699.903 Siaran 1 : 2 1.40 m2 6.20. 21,987.50 30,782.504 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Bongkaran pasangan batu 4.43 m3 6.13'. 194,498.00 862,404.13

3,622,777.93

55 TERJUN 157+35 - B.Sd 12o 1 Service pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

2,000,000.00

56 JEMBATAN ORANG 160+59 - B.Sd 12p 1 Plesteran 1 : 3 34.04 m2 6.15. 28,638.80 974,864.752 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,124,864.75

57 JEMBATAN ORANG 169+66 - B.Sd 12q 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

58 JEMBATAN ORANG 172+75 - B.Sd 12r 1 Pasangan batu kali 1 : 4 0.38 m3 6.11. 419,140.00 160,949.762 Plesteran 1 : 3 2.18 m2 6.15. 28,638.80 62,489.863 Beton mutu K-225 0.01 m3 6.23. 622,364.60 4,667.734 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

378,107.36

59 JEMBATAN ORANG 176+64 - B.Sd 12s 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

60 JEMBATAN ORANG 181+91 - B.Sd 12t depan UPTD Godong

1 Pasangan batu kali 1 : 4 11.38 m3 6.11. 419,140.00 4,771,489.762 Plesteran 1 : 3 21.57 m2 6.15. 28,638.80 617,681.643 Siaran 1 : 2 2.93 m2 6.20. 21,987.50 64,445.364 Beton mutu K-225 12.67 m3 6.23. 622,364.60 7,882,870.065 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pembesian 1,304.37 kg Ls 11,719.55 15,286,605.997 Begesting 67.28 m2 Ls 90,219.00 6,069,934.328 Bongkaran pasangan 10.44 m3 6.13'. 194,498.00 2,031,337.119 Bongkaran beton 0.53 m3 6.29. 204,998.00 109,058.94

36,983,423.19

61 TALANG (KALI JAJAR) 187+72 - B.Sd 12u 1 Pasangan batu kali 1 : 4 45.38 m3 6.11. 419,140.00 19,020,573.202 Plesteran 1 : 3 4.50 m2 6.15. 28,638.80 128,874.603 Siaran 1 : 2 63.70 m2 6.20. 21,987.50 1,400,603.754 Bongkaran beton 33.51 m3 6.29. 204,998.00 6,868,457.99

27,418,509.54

62 JEMBATAN ORANG 188+45 - B.Sd 12v 1 Beton mutu K-225 0.88 m3 6.23. 622,364.60 549,547.942 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

699,547.94



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 63 BANG. PENGURAS 188+75 - B.Sd 12w 1 Pasangan batu kali 1 : 4 0.40 m3 6.11. 419,140.00 167,656.002 Plesteran 1 : 3 5.30 m2 6.15. 28,638.80 151,785.643 Beton mutu K-225 6.49 m3 6.23. 622,364.60 4,036,656.824 Galian tanah endapan 210.80 m3 6.1. 32,795.00 6,913,186.005 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pembesian 325.82 kg 6.24. 11,719.55 3,818,440.347 Begisting cor 20.45 m2 6.25. 90,219.00 1,844,978.558 Bongkaran pasangan lama 0.40 m3 6.13'. 194,498.00 77,799.20

17,160,502.55

64 JEMBATAN DESA 190+91 - B.Sd 12x 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

65 SUPLESI & TERJUN 191+41 - B.Sd 12y 1 Pasangan batu kali 1 : 4 34.69 m3 6.11. 419,140.00 14,538,290.042 Plesteran 1 : 3 50.82 m2 6.15. 28,638.80 1,455,423.823 Siaran 1 : 2 41.26 m2 6.20. 21,987.50 907,292.204 Beton mutu K-225 2.92 m3 6.23. 622,364.60 1,814,815.185 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pengecatan kembali rumah pintu 1.00 unit Ls 500,000.00 500,000.00

19,365,821.24

66 JEMBATAN ORANG 192+78 - B.Sd 12z 1 Plesteran 1 : 3 6.75 m2 6.15. 28,638.80 193,311.902 Beton mutu K-225 0.0015 m3 6.23. 622,364.60 933.553 Galian tanah endapan 18.98 m3 6.1. 32,795.00 622,285.134 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

966,530.57

67 JEMBATAN ORANG 193+56 - B.Sd 12aa 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

68 JEMBATAN ORANG 195+06 - B.Sd 12ab 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

69 BANG. SADAP 197+11 B.Sd 9 B.Sd 12 1 Pasangan batu kali 1 : 4 32.41 m3 6.11. 419,140.00 13,586,003.962 Plesteran 1 : 3 44.20 m2 6.15. 28,638.80 1,265,834.963 Siaran 1 : 2 32.39 m2 6.20. 21,987.50 712,175.134 Beton mutu K-225 0.06 m3 6.23. 622,364.60 38,586.615 Galian tanah biasa 17.39 m3 6.1. 32,795.00 570,436.236 Timbunan tanah kembali 5.06 m3 6.7. 22,483.00 113,808.957 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu sorong baja b = 0,60 m, h = 0,54 m 1.00 bh Ls 8,885,000.00 8,885,000.00

27,321,845.83

70 JEMBATAN ORANG 197+25 - B.Sd 13a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

71 TALANG SILANG PDAM 198+43 - B.Sd 13b KLAMBU-KUDU

1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00150,000.00

72 JEMBATAN ORANG 199+50 - B.Sd 13c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 73 JEMBATAN ORANG 205+28 - B.Sd 13d 1 Plesteran 1 : 3 40.88 m2 6.15. 28,638.80 1,170,610.952 Beton mutu K-225 0.01 m3 6.23. 622,364.60 4,667.733 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,325,278.68

74 BANG. BAGI TOMPE & 209+22 - B.Sd 13 TERJUN

1 Pasangan batu kali 1 : 4 87.05 m3 6.11. 419,140.00 36,486,137.002 Plesteran 1 : 3 142.29 m2 6.15. 28,638.80 4,075,129.413 Siaran 1 : 2 98.93 m2 6.20. 21,987.50 2,175,157.414 Galian tanah biasa 16.45 m3 6.1. 32,795.00 539,477.755 Timbunan tanah kembali 56.00 m3 6.7. 22,483.00 1,259,048.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 1,40 m, h = 0,40 m 10 Bongkaran pasangan lama 27.65 m3 6.13'. 194,498.00 5,377,286.21

54,062,235.78

75 JEMBATAN ORANG 215+76 B.Sd 11c B.Sd 14a 1 Pasangan batu kali 1 : 4 4.61 m3 6.11. 419,140.00 1,932,235.402 Plesteran 1 : 3 44.74 m2 6.15. 28,638.80 1,281,299.913 Siaran 1 : 2 15.38 m2 6.20. 21,987.50 338,167.754 Beton mutu K-225 0.01 m3 6.23. 622,364.60 8,090.745 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

3,709,793.80

76 BANG. SADAP 220+70 B.Sd 11 B.Sd 14 1 Pasangan batu kali 1 : 4 73.78 m3 6.11. 419,140.00 30,923,730.062 Plesteran 1 : 3 110.51 m2 6.15. 28,638.80 3,164,988.343 Siaran 1 : 2 23.94 m2 6.20. 21,987.50 526,270.814 Beton mutu K-225 8.04 m3 6.23. 622,364.60 5,001,321.955 Pembesian 292.85 kg 6.24. 11,719.55 3,432,070.226 Galian tanah biasa 39.61 m3 6.1. 32,795.00 1,298,944.367 Timbunan tanah kembali 5.68 m3 6.7. 22,483.00 127,703.448 Bongkaran pasangan lama 37.96 kg 6.13'. 194,498.00 7,383,144.089 Pasang nomenklatur baru 2.00 bh Ls 150,000.00 300,000.0010 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pintu romijn dimodifikasi menjadi pintu sorong

b = 0,40 m, h = 0,35 m 1.00 bh Ls 2,000,000.00 2,000,000.00 b = 0,50 m, h = 0,40 m 1.00 bh Ls 2,000,000.00 2,000,000.00

58,658,173.26

77 TERJUN 222+06 B.Sd 12a B.Sd 15a 1 Plesteran 1 : 3 16.58 m2 6.15. 28,638.80 474,831.302 Beton mutu K-225 0.02 m3 6.23. 622,364.60 9,335.473 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.004 Pengecatan pintu 25.60 m2 6.32. 22,571.00 577,817.60

1,211,984.37

78 JEMBATAN ORANG 236+85 B.Sd 12b B.Sd 15b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

79 JEMBATAN ORANG 241+57 B.Sd 12c B.Sd 15c 1 Plesteran 1 : 3 22.13 m2 6.15. 28,638.80 633,776.642 Beton mutu K-225 12.00 m3 6.23. 622,364.60 7,468,375.243 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

8,252,151.88



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 80 BANG. BAGI BRAKAS 241+73 B.Sd 12 B.Sd 15 1 Pasangan batu kali 1 : 4 45.59 m3 6.11. 419,140.00 19,110,269.162 Plesteran 1 : 3 75.19 m2 6.15. 28,638.80 2,153,351.373 Siaran 1 : 2 15.32 m2 6.20. 21,987.50 336,848.504 Beton mutu K-225 0.09 m3 6.23. 622,364.60 58,191.095 Pembesian 18.89 kg 6.24. 11,719.55 221,382.306 Galian tanah biasa 36.00 m3 6.1. 32,795.00 1,180,620.007 Timbunan tanah kembali 10.01 m3 6.7. 22,483.00 225,054.838 Bongkaran pasangan 1.62 m3 6.13'. 194,498.00 314,308.779 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pintu sorong kayu b = 0.80 m, h = 0.80 m 1.00 bh Ls 15,000,000.00 15,000,000.00

40,750,026.02

81 JEMBATAN ORANG 246+30 B.Sd 13a B.Sd 16a 1 Pasangan batu kali 1 : 4 10.41 m3 6.11. 419,140.00 4,363,247.402 Plesteran 1 : 3 1.96 m2 6.15. 28,638.80 56,132.053 Siaran 1 : 2 24.62 m2 6.20. 21,987.50 541,332.254 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

5,110,711.70

82 BANG. SADAP 251+14 B.Sd 13 B.Sd 16 1 Pasangan batu kali 1 : 4 28.78 m3 6.11. 419,140.00 12,062,430.062 Plesteran 1 : 3 9.87 m2 6.15. 28,638.80 282,664.963 Beton mutu K-225 0.37 m3 6.23. 622,364.60 228,407.814 Galian tanah biasa 26.69 m3 6.1. 32,795.00 875,298.555 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.008 Pintu sorong b = 0,55 m, h = 1,20 m 1.00 bh Ls 8,436,000.00 8,436,000.00

24,034,801.38

83 BANG. SADAP 251+30 B.Sd 14 B.Sd 17 1 Pasangan batu kali 1 : 4 26.07 m3 6.11. 419,140.00 10,926,560.662 Plesteran 1 : 3 26.47 m2 6.15. 28,638.80 758,040.403 Siaran 1 : 2 12.40 m2 6.20. 21,987.50 272,645.004 Beton mutu K-225 0.16 m3 6.23. 622,364.60 97,711.245 Galian tanah biasa 14.61 m3 6.1. 32,795.00 479,069.366 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,40 m, h = 0,40 m 16,684,026.66

84 TERJUN 252+17 B.Sd 15a B.Sd 18a 1 Pasangan batu kali 1 : 4 30.27 m3 6.11. 419,140.00 12,685,691.242 Plesteran 1 : 3 46.45 m2 6.15. 28,638.80 1,330,272.263 Siaran 1 : 2 73.24 m2 6.20. 21,987.50 1,610,364.504 Beton mutu K-225 1.82 m3 6.23. 622,364.60 1,132,703.585 Galian tanah biasa 39.00 m3 6.1. 32,795.00 1,279,005.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

18,188,036.58

85 JEMBATAN ORANG 258+58 B.Sd 15b B.Sd 18b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

86 JEMBATAN ORANG 261+07 B.Sd 15c B.Sd 18c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 87 BANG. BAGI BOTOSIMAN 265+70 B.Sd 15 B.Sd 18 1 Pasangan batu kali 1 : 4 206.76 m3 6.11. 419,140.00 86,661,386.402 Plesteran 1 : 3 95.21 m2 6.15. 28,638.80 2,726,757.433 Siaran 1 : 2 41.16 m2 6.20. 21,987.50 905,005.504 Beton mutu K-225 42.24 m3 6.23. 622,364.60 26,291,170.305 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.008 Pengecatan 21.64 m2 6.32. 22,571.00 488,436.44

119,222,756.06

88 BANG. BAGI LUWUK 266+40 B.Sd 16 B.Sd 19 1 Pasangan batu kali 1 : 4 23.35 m3 6.11. 419,140.00 9,784,823.302 Plesteran 1 : 3 49.26 m2 6.15. 28,638.80 1,410,604.093 Siaran 1 : 2 0.75 m2 6.20. 21,987.50 16,490.634 Beton mutu K-225 0.14 m3 6.23. 622,364.60 84,019.225 Galian tanah biasa 14.00 m3 6.1. 32,795.00 459,130.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

13,905,067.24

89 JEMBATAN ORANG 267+20 B.Sd 15b B.Sd 20a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

90 JEMBATAN ORANG 267+78 - B.Sd 20b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

91 BANG. BAGI NGACIR 270+41 - B.Sd 20 1 Pasangan batu kali 1 : 4 34.65 m3 6.11. 419,140.00 14,522,362.722 Plesteran 1 : 3 83.70 m2 6.15. 28,638.80 2,397,067.563 Beton mutu K-225 0.26 m3 6.23. 622,364.60 159,325.344 Pembesian 31.25 kg 6.24. 11,719.55 366,259.385 Galian tanah biasa 12.47 m3 6.1. 32,795.00 409,019.246 Timbunan tanah kembali 3.79 m3 6.7. 22,483.00 85,255.547 Bongkaran pasangan lama 9.35 kg 6.13'. 194,498.00 1,819,334.298 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0010 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0011 Perbaikan pintu sorong kayu 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 1,50 m, h = 1,20 m 12 Pintu romijn dimodifikasi menjadi pintu sorong 2.00 bh Ls 2,000,000.00 4,000,000.00 27,908,624.06

b = 1,00 m, h = 0,50 m

92 BANG. BAGI 273+50 B.Sd 18 B.Sd 21 GEMPOLDENOK

1 Pasangan batu kali 1 : 4 39.53 m3 6.11. 419,140.00 16,569,442.482 Plesteran 1 : 3 76.78 m2 6.15. 28,638.80 2,198,743.873 Siaran 1 : 2 7.37 m2 6.20. 21,987.50 161,981.914 Beton mutu K-225 0.40 m3 6.23. 622,364.60 248,945.845 Pembesian 51.53 kg 6.24. 11,719.55 603,849.816 Galian tanah biasa 15.37 m3 6.1. 32,795.00 503,993.567 Timbunan tanah kembali 16.69 m3 6.7. 22,483.00 375,196.308 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0010 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0011 Pintu romijn dimodifikasi menjadi pintu sorong

b = 1,50 m, h = 0,70 m 1.00 bh Ls 2,000,000.00 2,000,000.00 b = 1,00 m, h = 0,70 m 1.00 bh Ls 2,000,000.00 2,000,000.00 27,312,153.78



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 93 JEMBATAN ORANG 279+13 B.Sd 19a B.Sd 22a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

94 BANG. BAGI GENETAN 280+03 B.Sd 19 B.Sd 22 1 Pasangan batu kali 1 : 4 30.34 m3 6.11. 419,140.00 12,715,869.322 Plesteran 1 : 3 94.48 m2 6.15. 28,638.80 2,705,793.823 Siaran 1 : 2 1.36 m2 6.20. 21,987.50 29,903.004 Beton mutu K-225 0.29 m3 6.23. 622,364.60 182,975.195 Pembesian 30.72 kg 6.24. 11,719.55 359,965.986 Galian tanah biasa 18.70 m3 6.1. 32,795.00 613,266.507 Timbunan tanah kembali 6.32 m3 6.7. 22,483.00 142,092.568 Bongkaran pasangan lama 1.26 m3 6.13'. 194,498.00 245,067.489 Pasang nomenklatur baru 2.00 bh Ls 150,000.00 300,000.0010 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pintu romijn dimodifikasi menjadi pintu sorong


95 BANG. SADAP 284+03 B.Sd 20 B.Sd 23 1 Pasangan batu kali 1 : 4 34.65 m3 6.11. 419,140.00 14,524,039.282 Plesteran 1 : 3 71.54 m2 6.15. 28,638.80 2,048,819.753 Siaran 1 : 2 2.30 m2 6.20. 21,987.50 50,571.254 Beton mutu K-225 0.21 m3 6.23. 622,364.60 131,318.935 Pembesian 16.70 kg 6.23. 11,719.55 195,669.616 Galian tanah biasa 18.06 m3 6.1. 32,795.00 592,277.707 Timbunan tanah kembali 17.74 m3 6.7. 22,483.00 398,848.428 Bongkaran pasangan lama 1.38 m3 6.13'. 194,498.00 268,407.249 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pintu romijn dimodifikasi menjadi pintu sorong


96 BANG. SADAP 285+09 B.Sd 21a B.Sd 24a 1 Plesteran 1 : 3 3.60 m2 6.15. 28,638.80 103,099.682 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.003 Pengecatan pintu 36.24 m2 6.32. 22,571.00 817,973.04

1,071,072.72

97 JEMBATAN ORANG 288+04 B.Sd 21b B.Sd 24b 1 Plesteran 1 : 3 16.80 m2 6.15. 28,638.80 481,131.842 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

631,131.84

98 JEMBATAN ORANG 291+88 B.Sd 21c B.Sd 24c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

99 BANG. BAGI WEDEAN 293+55 B.Sd 21 B.Sd 24 1 Pasangan batu kali 1 : 4 43.17 m3 6.11. 419,140.00 18,094,692.942 Plesteran 1 : 3 98.44 m2 6.15. 28,638.80 2,819,203.473 Beton mutu K-225 0.22 m3 6.23. 622,364.60 137,542.584 Pembesian 18.91 kg 6.24. 11,719.55 221,616.695 Galian tanah biasa 36.73 m3 6.1. 32,795.00 1,204,527.566 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong

b = 1.50 m, h = 1.00 m 1.00 bh Ls 2,000,000.00 2,000,000.00 b = 0,19 m, h = 0,17 m 1.00 bh Ls 2,000,000.00 2,000,000.00 27,181,327.23



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 100 BANG. BAGI KAMPEK 298+16 B.Sd 22 B.Sd 25 1 Pasangan batu kali 1 : 4 30.86 m3 6.11. 419,140.00 12,933,402.982 Plesteran 1 : 3 36.63 m2 6.15. 28,638.80 1,049,039.243 Beton mutu K-225 0.45 m3 6.23. 622,364.60 280,064.074 Galian tanah biasa 9.34 m3 6.1. 32,795.00 306,272.515 Bongkaran pasangan batu 8.08 m3 6.29. 194,498.00 1,572,321.836 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong


101 JEMBATAN ORANG 300+40 B.Sd 23a B.Sd 26a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

102 JEMBATAN 303+09 B.Sd 23b B.Sd 26b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

103 BANG. BAGI WILALUNG 304+94 B.Sd 23 B.Sd 26 1 Pasangan batu kali 1 : 4 54.35 m3 6.11. 419,140.00 22,780,259.002 Plesteran 1 : 3 52.88 m2 6.15. 28,638.80 1,514,419.743 Siaran 1 : 2 28.79 m2 6.20. 21,987.50 633,020.134 Galian tanah biasa 44.89 m3 6.1. 32,795.00 1,472,167.555 Timbunan tanah kembali 4.91 m3 6.7. 22,483.00 110,391.536 Bongkaran pasangan 3.72 m3 6.13'. 194,498.00 723,532.567 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

27,383,790.51

SUB TOTAL I 1,347,518,415.51



HARGAJUMLAH

SATUAN HARGA



II SALURAN SEKUNDER TOMPE 1 BANG. SADAP 04+41 B.Tmp 1 B.Tmp 1 1 Pasangan batu kali 1 : 4 20.49 m3 6.11. 419,140.00 8,586,502.042 Plesteran 1 : 3 16.00 m2 6.15. 28,638.80 458,220.803 Siaran 1 : 2 38.02 m2 6.20. 21,987.50 835,876.804 Trashram 1 : 2 : 3 0.07 m3 6.22. 582,999.13 39,643.945 Beton mutu K-175 0.17 m3 6.22. 582,999.13 101,441.856 Galian tanah biasa 24.58 m3 6.1. 32,795.00 806,199.497 Timbunan tanah kembali 8.19 m3 6.7. 22,483.00 184,225.708 Bongkaran beton 0.17 m3 6.13'. 204,998.00 35,669.659 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

13,197,780.27

SUB TOTAL II 13,197,780.27

III SALURAN SEKUNDER BRAKAS 1 JEMBATAN ORANG 01+26 - B.Brk 1a 1 Beton mutu K-175 5.49 m3 6.22. 582,999.13 3,200,665.212 Pembesian 101.09 kg 6.24. 11,719.55 1,184,729.313 Pipa PVC 2.5 " 2.00 m' Ls 35,000.00 70,000.00

4,455,394.52

2 JEMBATAN ORANG 02+50 - B.Brk 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 03+55 - B.Brk 1c 1 Pasangan batu kali 1 : 4 1.09 m3 6.11. 419,140.00 456,862.602 Plesteran 1 : 3 11.96 m2 6.15. 28,638.80 342,520.053 Siaran 1 : 2 2.82 m2 6.20. 21,987.50 62,004.754 Bongkaran pasangan batu 0.91 m3 6.13'. 194,498.00 176,993.185 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,188,380.58

4 BANG. SADAP 03+91 B.Brk 1 B.Brk 1 1 Pasangan batu kali 1 : 4 41.41 m3 6.11. 419,140.00 17,356,587.402 Plesteran 1 : 3 41.32 m2 6.15. 28,638.80 1,183,355.223 Siaran 1 : 2 98.02 m2 6.20. 21,987.50 2,155,214.754 Galian tanah biasa 49.10 m3 6.1. 32,795.00 1,610,234.505 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.007 Pasang papan eksploitasi baru 2.00 bh Ls 1,500,000.00 3,000,000.00

26,455,391.87

5 CORONGAN 08+09 - Cr.Brk 1 1 Pasangan batu kali 1 : 4 15.82 m3 6.11. 419,140.00 6,630,794.802 Plesteran 1 : 3 6.32 m2 6.15. 28,638.80 181,054.493 Siaran 1 : 2 23.71 m2 6.20. 21,987.50 521,323.634 Galian tanah biasa 18.98 m3 6.1. 32,795.00 622,580.285 Timbunan tanah kembali 6.33 m3 6.7. 22,483.00 142,272.426 Timbunan tanah urug 2.14 m3 6.9. 53,744.00 115,119.657 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pipa PVC 2.00 m' Ls 35,000.00 70,000.00

8,433,145.27

6 CORONGAN 10+06 - Cr.Brk 2 1 Pasangan batu kali 1 : 4 17.19 m3 6.11. 419,140.00 7,204,178.322 Plesteran 1 : 3 5.92 m2 6.15. 28,638.80 169,541.703 Siaran 1 : 2 22.35 m2 6.20. 21,987.50 491,332.684 Timbunan tanah kembali 20.63 m3 6.7. 22,483.00 463,734.365 Timbunan tanah urug 6.88 m3 6.9. 53,744.00 369,490.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pipa PVC 2.00 m' Ls 35,000.00 70,000.00

9,418,277.05

GORONG2 SILANG



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 7 BANG. SADAP BARU 12+00 - B.Brk 2 1 Pasangan batu kali 1 : 4 68.16 m3 6.11. 419,140.00 28,567,324.982 Plesteran 1 : 3 27.84 m2 6.15. 28,638.80 797,304.193 Siaran 1 : 2 91.94 m2 6.20. 21,987.50 2,021,574.724 Beton mutu K-175 0.31 m3 6.22. 582,999.13 178,397.735 Galian tanah biasa 81.79 m3 6.1. 32,795.00 2,682,237.466 Timbunan tanah kembali 27.26 m3 6.7. 22,483.00 612,954.037 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu sorong b = 0,40 m, h = 0,60 m 1.00 bh Ls 9,334,000.00 9,334,000.00

46,343,793.12

8 BANG. SADAP BARU 12+25 - B.Brk 3 1 Pasangan batu kali 1 : 4 70.26 m3 6.11. 419,140.00 29,448,776.402 Plesteran 1 : 3 29.41 m2 6.15. 28,638.80 842,324.393 Siaran 1 : 2 73.20 m2 6.20. 21,987.50 1,609,528.974 Beton mutu K-175 0.12 m3 6.22. 582,999.13 69,959.905 Galian tanah biasa 84.25 m3 6.1. 32,795.00 2,762,880.376 Timbunan tanah kembali 28.08 m3 6.7. 22,483.00 631,367.617 Timbunan tanah urug 13.00 m3 6.9. 53,744.00 698,403.288 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu sorong b = 0.40 m, h = 0.60 m 1.00 bh Ls 9,334,000.00 9,334,000.0011 Pintu angkat b = 0.30 m, h = 0.50 m 1.00 bh Ls 500,000.00 500,000.00

47,547,240.91

9 JEMBATAN 16+66 - B.Brk 4a 1 Pasangan batu kali 1 : 4 15.19 m3 6.11. 419,140.00 6,365,060.042 Plesteran 1 : 3 4.48 m2 6.15. 28,638.80 128,301.823 Siaran 1 : 2 14.56 m2 6.20. 21,987.50 320,138.004 Galian tanah biasa 18.22 m3 6.1. 32,795.00 597,623.285 Timbunan tanah kembali 6.08 m3 6.7. 22,483.00 136,584.236 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

7,697,707.37

10 BANG. SADAP 18+36 B.Brk 2 B.Brk 4 1 Pasangan batu kali 1 : 4 42.97 m3 6.11. 419,140.00 18,011,284.082 Plesteran 1 : 3 20.30 m2 6.15. 28,638.80 581,367.643 Siaran 1 : 2 86.90 m2 6.20. 21,987.50 1,910,713.754 Trashram 1 : 2 : 3 0.12 m3 6.23. 582,999.13 70,542.895 Galian tanah biasa 51.57 m3 6.1. 32,795.00 1,691,106.976 Timbunan tanah kembali 17.19 m3 6.7. 22,483.00 386,460.297 Bongkaran pasangan batu 19.31 m3 6.13'. 194,498.00 3,754,783.898 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0010 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

29,056,259.51

SUB TOTAL III 180,745,590.19

IV SALURAN SEKUNDER BOTOSIMAN 1 JEMBATAN 00+70 - B.Bts 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 JEMBATAN 04+94 B.Bts 1a B.Bts 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 JEMBATAN 16+78 B.Bts 1b B.Bts 1c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

4 JEMBATAN 18+32 B.Bts 1c B.Bts 1d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 5 JEMBATAN 19+74 - B.Bts 1e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

6 JEMBATAN 27+77 - B.Bts 1f 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

7 BANG. SADAP 32+81 B.Bts 1 B.Bts 1 1 Pasangan batu kali 1 : 4 14.70 m3 6.11. 419,140.00 6,161,358.002 Plesteran 1 : 3 19.64 m2 6.15. 28,638.80 562,466.033 Siaran 1 : 2 74.78 m2 6.20. 21,987.50 1,644,225.254 Galian tanah biasa 11.71 m3 6.1. 32,795.00 384,029.455 Timbunan tanah kembali 3.90 m3 6.7. 22,483.00 87,683.706 Bongkaran pasangan batu 1.50 m3 6.13'. 194,498.00 291,747.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Modifikasi pintu romijn menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0.5 m, h = 1.30 m 13,281,509.43

8 JEMBATAN 37+68 B.Bts 2a B.Bts 2a 1 Siaran 1 : 2 11.84 m2 6.20. 21,987.50 260,332.002 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

410,332.00

9 JEMBATAN 44+57 B.Bts 2b B.Bts 2b 1 Pasangan batu kali 1 : 4 13.72 m3 6.11. 419,140.00 5,750,600.802 Plesteran 1 : 3 5.21 m2 6.15. 28,638.80 149,208.153 Siaran 1 : 2 14.35 m2 6.20. 21,987.50 315,520.634 Beton mutu K-175 0.22 m3 6.22. 582,999.13 128,259.815 Bongkaran pasangan batu 1.50 m3 6.13'. 194,498.00 291,747.006 Pipa PVC 19.00 m' Ls 89,180.00 1,694,420.00

8,329,756.38

10 CORONGAN 44+87 - Cr. Bts 1 1 Pasangan batu kali 1 : 4 11.38 m3 6.11. 419,140.00 4,769,813.202 Plesteran 1 : 3 7.05 m2 6.15. 28,638.80 201,903.543 Siaran 1 : 2 16.15 m2 6.20. 21,987.50 355,098.124 Galian tanah biasa 5.39 m3 6.1. 32,795.00 176,765.055 Timbunan tanah kembali 1.80 m3 6.7. 22,483.00 40,469.406 Bongkaran pasangan batu 1.98 m3 6.13'. 194,498.00 385,106.047 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pintu sorong b = 0.50 m, h = 1.00 m 1.00 bh Ls 23,140,000.00 23,140,000.00

29,219,155.36

11 JEMBATAN 58+44 B.Bts 2c B.Bts 2c 1 Plesteran 1 : 3 7.68 m2 6.15. 28,638.80 219,945.982 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

369,945.98

12 BANG. SADAP 58+63 B.Bts 2 B.Bts 2 1 Pasangan batu kali 1 : 4 11.89 m3 6.11. 419,140.00 4,983,574.602 Plesteran 1 : 3 15.00 m2 6.15. 28,638.80 429,582.003 Siaran 1 : 2 23.17 m2 6.20. 21,987.50 509,450.384 Galian tanah biasa 2.99 m3 6.1. 32,795.00 98,057.055 Timbunan tanah kembali 1.00 m3 6.7. 22,483.00 22,483.006 Bongkaran pasangan batu 1.50 m3 6.13'. 194,498.00 291,747.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,40 m, h = 0,40 m 10,484,894.03



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 13 BANG. SADAP 66+21 - Cr. Bts 2 1 Pasangan batu kali 1 : 4 0.45 m3 6.11. 419,140.00 188,613.002 Plesteran 1 : 3 0.75 m2 6.15. 28,638.80 21,479.103 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.004 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.005 Pintu angkat diganti pintu sorong 1.00 bh Ls 8,055,000.00 8,055,000.00

b = 0,30 m, h = 0,40 m 9,915,092.10

14 BANG. SADAP 70+10 B.Bts 3 B.Bts 3 1 Pasangan batu kali 1 : 4 19.30 m3 6.11. 419,140.00 8,089,402.002 Plesteran 1 : 3 14.68 m2 6.15. 28,638.80 420,417.583 Siaran 1 : 2 50.60 m2 6.20. 21,987.50 1,112,567.504 Galian tanah biasa 14.52 m3 6.1. 32,795.00 476,183.405 Timbunan tanah kembali 4.84 m3 6.7. 22,483.00 108,817.726 Bongkaran pasangan batu 1.50 m3 6.13'. 194,498.00 291,747.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00 14,649,135.20

b = 0,40 m, h = 1,20 m

15 BANG. SADAP 70+25 B.Bts 4a B.Bts 4a 1 Pasangan batu kali 1 : 4 1.32 m3 6.11. 419,140.00 553,264.802 Plesteran 1 : 3 0.67 m2 6.15. 28,638.80 19,188.003 Siaran 1 : 2 3.75 m2 6.20. 21,987.50 82,453.134 Bongkaran pasangan batu 1.12 m3 6.13'. 194,498.00 217,837.765 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,022,743.68

16 BANG. SADAP - B.Bts 4b B.Bts 4b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

17 BANG. BAGI 70+99 B.Bts 4 B.Bts 4 1 Pasangan batu kali 1 : 4 236.52 m3 6.11. 419,140.00 99,134,992.802 Plesteran 1 : 3 130.37 m2 6.15. 28,638.80 3,733,640.363 Siaran 1 : 2 391.62 m2 6.20. 21,987.50 8,610,744.754 Galian tanah biasa 133.89 m3 6.1. 32,795.00 4,390,922.555 Timbunan tanah kembali 44.62 m3 6.7. 22,483.00 1,003,191.466 Timbunan tanah urug 56.02 m3 6.9. 53,744.00 3,010,738.887 Bongkaran pasangan batu 1.50 m3 6.13'. 194,498.00 291,747.008 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 3.00 bh Ls 500,000.00 1,500,000.0010 Pasang papan eksploitasi baru 3.00 bh Ls 1,500,000.00 4,500,000.00

126,325,977.80

SUB TOTAL IV 215,058,541.96

V SALURAN SEKUNDER LUWUK 1 JEMBATAN 01+70 B.Lw 1a B.Lw 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 BANG. SADAP 06+37 B.Lw 1 B.Lw 1 1 Pasangan batu kali 1 : 4 37.55 m3 6.11. 419,140.00 15,738,707.002 Plesteran 1 : 3 24.93 m2 6.15. 28,638.80 713,965.283 Siaran 1 : 2 85.94 m2 6.20. 21,987.50 1,889,605.754 Galian tanah biasa 9.80 m3 6.1. 32,795.00 321,391.005 Timbunan tanah urug 5.09 m3 6.9. 53,744.00 273,556.966 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,50 m, h = 0,40 m 20,937,225.99

SUB TOTAL V 21,087,225.99



HARGAJUMLAH

SATUAN HARGA



VI SALURAN SEKUNDER NGACIR 1 JEMBATAN 01+43 - B.Nc 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 JEMBATAN 05+41 - B.Nc 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 JEMBATAN 07+63 - B.Nc 1c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

4 JEMBATAN 11+68 - B.Nc 1d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

5 GORONG - GORONG 22+82 - B.Nc 1e 1 Pasangan batu kali 1 : 4 10.67 m3 6.11. 419,140.00 4,472,223.802 Plesteran 1 : 3 11.35 m2 6.15. 28,638.80 325,050.383 Siaran 1 : 2 15.98 m2 6.20. 21,987.50 351,360.254 Beton mutu K-225 0.42 m3 6.23. 622,364.60 261,393.135 Pembesian 3.04 kg 6.24. 11,719.55 35,627.436 Galian tanah biasa 7.85 m3 6.1. 32,795.00 257,440.757 Bongkaran pasangan 2.64 m3 6.13'. 194,498.00 513,474.728 Bongkaran beton 0.25 m3 6.29. 204,998.00 51,249.50

6,267,819.97

6 BANG. SADAP 27+42 - B.Nc 1 JEMBATAN

1 Pasangan batu kali 1 : 4 37.32 m3 6.11. 419,140.00 15,642,304.802 Plesteran 1 : 3 16.55 m2 6.15. 28,638.80 473,972.143 Siaran 1 : 2 72.22 m2 6.20. 21,987.50 1,587,937.254 Galian tanah biasa 12.72 m3 6.1. 32,795.00 417,152.405 Timbunan tanah urug 4.05 m3 6.9. 53,744.00 217,663.206 Bongkaran pasangan 9.94 m3 6.13'. 194,498.00 1,933,310.127 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.009 Pasang papan eksploitasi baru 2.00 bh Ls 1,500,000.00 3,000,000.0010 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,60 m, h = 0,50 m 26,422,339.91

SUB TOTAL VI 33,290,159.88

VII SALURAN SEKUNDER GEMPOLDENOK 1 JEMBATAN 01+73 - B.Gd 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 JEMBATAN 11+76 - B.Gd 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 BANG. SADAP 26+63 B.Gd 1 B.Gd 1 1 Pasangan batu kali 1 : 4 12.78 m3 6.11. 419,140.00 5,356,609.202 Plesteran 1 : 3 5.64 m2 6.15. 28,638.80 161,522.833 Siaran 1 : 2 27.45 m2 6.20. 21,987.50 603,556.884 Galian tanah biasa 10.77 m3 6.1. 32,795.00 353,202.155 Bongkaran pasangan 5.48 m3 6.13'. 194,498.00 1,065,849.046 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,50 m, h = 0,40 m 11,690,740.10

SUB TOTAL VII 11,990,740.10



HARGAJUMLAH

SATUAN HARGA



VIII SALURAN SEKUNDER GENETAN 1 JEMBATAN 16+30 - B.Gn 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 JEMBATAN 18+09 - B.Gn 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 JEMBATAN 25+93 B.Gn 1 B.Gn 1 BANG. SADAP

1 Pasangan batu kali 1 : 4 21.03 m3 6.11. 419,140.00 8,814,514.202 Plesteran 1 : 3 7.56 m2 6.15. 28,638.80 216,509.333 Siaran 1 : 2 62.81 m2 6.20. 21,987.50 1,381,034.884 Galian tanah biasa 12.98 m3 6.1. 32,795.00 425,679.105 Bongkaran pasangan 9.32 m3 6.13'. 194,498.00 1,812,721.366 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 2.00 bh Ls 1,500,000.00 3,000,000.009 Pintu sorong baru 1.00 bh Ls 33,280,000.00 33,280,000.00

49,580,458.86

SUB TOTAL VIII 49,880,458.86

IX SALURAN SEKUNDER WEDEAN 1 JEMBATAN 19+92 - B.Wdn 1a 1 Pasangan batu kali 1 : 4 10.58 m3 6.11. 419,140.00 4,434,501.202 Plesteran 1 : 3 3.33 m2 6.15. 28,638.80 95,367.203 Siaran 1 : 2 19.61 m2 6.20. 21,987.50 431,174.884 Galian tanah biasa 11.23 m3 6.1. 32,795.00 368,287.855 Bongkaran pasangan 0.19 m3 6.13'. 194,498.00 36,954.626 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

5,516,285.75

2 JEMBATAN 24+12 - B.Wdn 1 BANG. SADAP

1 Pasangan batu kali 1 : 4 4.03 m3 6.11. 419,140.00 1,689,134.202 Plesteran 1 : 3 1.33 m2 6.15. 28,638.80 38,089.603 Siaran 1 : 2 12.49 m2 6.20. 21,987.50 274,623.884 Bongkaran pasangan 3.64 m3 6.13'. 194,498.00 707,972.725 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pengecatan papan eksploitasi 1.00 bh Ls 500,000.00 500,000.007 Pintu romijn dimodifikasi menjadi pintu sorong 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,50 m, h = 0,40 m 5,359,820.40

SUB TOTAL IX 10,876,106.15

X SALURAN SEKUNDER KAMPEK 1 JEMBATAN 18+71 - B.Kpk 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 JEMBATAN 20+02 - B. Kpk 1b 1 Pasangan batu kali 1 : 4 3.73 m3 6.11. 419,140.00 1,563,392.202 Plesteran 1 : 3 9.20 m2 6.15. 28,638.80 263,476.963 Siaran 1 : 2 16.02 m2 6.20. 21,987.50 352,239.754 Galian tanah biasa 5.10 m3 6.1. 32,795.00 167,254.505 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

2,496,363.41

3 JEMBATAN 24+44 - B. Kpk 1c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 4 BANG. SADAP 24+67 B. Kpk 1 B. Kpk 1

JEMBATAN 1 Pasangan batu kali 1 : 4 18.48 m3 6.11. 419,140.00 7,745,707.202 Plesteran 1 : 3 10.52 m2 6.15. 28,638.80 301,280.183 Siaran 1 : 2 45.78 m2 6.20. 21,987.50 1,006,587.754 Galian tanah biasa 13.31 m3 6.1. 32,795.00 436,501.455 Bongkaran pasangan 8.06 m3 6.13'. 194,498.00 1,567,653.886 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu sorong baja b = 0.60 m, h = 0.74 m 1.00 bh Ls 35,080,000.00 35,080,000.00

48,287,730.46

SUB TOTAL X 51,084,093.87

XI SALURAN SEKUNDER WILALUNG 1 JEMBATAN 02+50 - B. Wl 1a 1 Pasangan batu kali 1 : 4 11.70 m3 6.11. 419,140.00 4,903,938.002 Plesteran 1 : 3 2.10 m2 6.15. 28,638.80 60,141.483 Siaran 1 : 2 36.40 m2 6.20. 21,987.50 800,345.004 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

5,914,424.48

2 JEMBATAN 06+89 - B. Wl 1b 1 Pasangan batu kali 1 : 4 12.42 m3 6.11. 419,140.00 5,205,718.802 Plesteran 1 : 3 5.40 m2 6.15. 28,638.80 154,649.523 Siaran 1 : 2 39.30 m2 6.20. 21,987.50 864,108.754 Galian tanah biasa 12.51 m3 6.1. 32,795.00 410,265.455 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

6,784,742.52

3 JEMBATAN 10+64 - B. Wl 1c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

4 BANG. SADAP 11+03 - B. Wl 1 1 Pasangan batu kali 1 : 4 1.85 m3 6.11. 419,140.00 774,989.862 Plesteran 1 : 3 3.48 m2 6.15. 28,638.80 99,663.023 Siaran 1 : 2 7.12 m2 6.20. 21,987.50 156,551.004 Beton mutu K-175 0.12 m3 6.22. 582,999.13 69,959.905 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.008 Pintu sorong kayu b = 0.30, h = 0.50 m 1.00 bh Ls 2,000,000.00 2,000,000.009 Pintu sorong b = 0.70, h = 0.50 m 1.00 bh Ls 7,665,000.00 7,665,000.0010 Pintu angkat b = 0.30 m, h = 0.50 m 1.00 bh Ls 500,000.00 500,000.00

13,416,163.78

5 JEMBATAN 24+03 - B. Wl 2a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

6 JEMBATAN 24+15 - B. Wl 2b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

7 JEMBATAN 27+70 - B.Wl 2 BANG. SADAP

1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.002 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

1,650,000.00

SUB TOTAL XI 28,215,330.78



HARGAJUMLAH

SATUAN HARGA



XII SALURAN SUPLESI GLAPAN - SEDADI 1 TALANG 0+30 - B.GS 1a 1 Pasangan batu kali 1 : 4 75.84 m3 6.11. 419,140.00 31,787,577.602 Plesteran 1 : 3 52.39 m2 6.15. 28,638.80 1,500,386.733 Siaran 1 : 2 88.30 m2 6.20. 21,987.50 1,941,496.254 Beton mutu K-175 4.17 m3 6.22. 582,999.13 2,431,106.365 Galian tanah biasa 16.33 m3 6.1. 32,795.00 535,542.356 Timbunan tanah kembali 110.23 m3 6.7. 22,483.00 2,478,301.097 Bongkaran pasangan batu 8.23 m3 6.13'. 194,498.00 1,600,718.548 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pintu sorong kayu b = 2,00 m, h = 1,00 m 1.00 bh Ls 35,000,000.00 35,000,000.00

77,425,128.92

2 JEMBATAN 1+00 - B.GS 1b 1 Pasangan batu kali 1 : 4 5.74 m3 6.11. 419,140.00 2,405,863.602 Plesteran 1 : 3 1.84 m2 6.15. 28,638.80 52,695.393 Siaran 1 : 2 14.31 m2 6.20. 21,987.50 314,641.134 Bongkaran pasangan batu 5.09 m3 6.13'. 194,498.00 989,994.825 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

3,913,194.94

3 BANG. SADAP 1+26 - B.GS 1 1 Pasangan batu kali 1 : 4 25.27 m3 6.11. 419,140.00 10,591,667.802 Plesteran 1 : 3 10.44 m2 6.15. 28,638.80 298,989.073 Siaran 1 : 2 38.04 m2 6.20. 21,987.50 836,404.504 Beton mutu K-225 0.20 m3 6.23. 622,364.60 124,472.925 Galian tanah biasa 22.98 m3 6.1. 32,795.00 753,629.106 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pintu angkat b = 0.40 m, h = 0.40 m 1.00 bh Ls 1,500,000.00 1,500,000.00 14,255,163.39

4 BANG. SUPLESI 2+00 - B.GS 2 1 Pasangan batu kali 1 : 4 12.08 m3 6.11. 419,140.00 5,063,211.202 Plesteran 1 : 3 7.35 m2 6.15. 28,638.80 210,495.183 Siaran 1 : 2 17.59 m2 6.20. 21,987.50 386,760.134 Beton mutu K-175 0.21 m3 6.22. 582,999.13 122,429.825 Galian tanah biasa 3.47 m3 6.1. 32,795.00 113,798.656 Bongkaran pasangan batu 4.93 m3 6.13'. 194,498.00 958,875.147 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pintu sorong b = 0.60 m, h = 1.35 m 1.00 bh Ls 36,972,000.00 36,972,000.00

44,477,570.11

5 JEMBATAN 4+20 - B.GS 3a 1 Pasangan batu kali 1 : 4 73.04 m3 6.11. 419,140.00 30,613,985.602 Plesteran 1 : 3 45.70 m2 6.15. 28,638.80 1,308,793.163 Siaran 1 : 2 152.94 m2 6.20. 21,987.50 3,362,768.254 Galian tanah biasa 210.05 m3 6.1. 32,795.00 6,888,589.755 Timbunan tanah kembali 9.22 m3 6.7. 22,483.00 207,293.266 Timbunan tanah urug 184.00 m3 6.9. 53,744.00 9,888,896.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pipa PVC 7.60 m' Ls 35,000.00 266,000.00

52,686,326.02

6 INLET DRAIN 9+00 - B.GS 3b 1 Pasangan batu kali 1 : 4 38.26 m3 6.11. 419,140.00 16,036,296.402 Plesteran 1 : 3 17.77 m2 6.15. 28,638.80 508,911.483 Siaran 1 : 2 117.75 m2 6.20. 21,987.50 2,589,028.134 Bongkaran pasangan batu 148.10 m3 6.13'. 194,498.00 28,805,153.805 Galian tanah biasa 118.98 m3 6.1. 32,795.00 3,901,949.106 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

51,991,338.90



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 7 JEMBATAN 9+62 - B.GS 3c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

8 CORONGAN 10+27 - B.GS 3 1 Pasangan batu kali 1 : 4 13.84 m3 6.11. 419,140.00 5,800,897.602 Plesteran 1 : 3 13.93 m2 6.15. 28,638.80 398,938.483 Siaran 1 : 2 18.00 m2 6.20. 21,987.50 395,775.004 Galian tanah biasa 19.06 m3 6.1. 32,795.00 625,072.705 Timbunan tanah kembali 3.26 m3 6.7. 22,483.00 73,294.586 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pintu angkat b = 0.30 m, h = 0.40 m 1.00 bh Ls 500,000.00 500,000.00 7,997,722.36

9 JEMBATAN 13+38 - B.GS 4a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

10 BANG. SUPLESI 18+18 - B.GS 4 1 Pasangan batu kali 1 : 4 2.15 m3 6.11. 419,140.00 901,151.002 Plesteran 1 : 3 12.90 m2 6.15. 28,638.80 369,440.523 Bongkaran pasangan batu 2.15 m3 6.13'. 194,498.00 418,170.704 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,838,762.22

11 JEMBATAN 18+35 - B.GS 5a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

12 JEMBATAN 21+45 - B.GS 5b 1 Pasangan batu kali 1 : 4 2.20 m3 6.11. 419,140.00 921,688.862 Plesteran 1 : 3 5.12 m2 6.15. 28,638.80 146,630.663 Siaran 1 : 2 10.37 m2 6.20. 21,987.50 228,010.374 Galian tanah biasa 0.53 m3 6.1. 32,795.00 17,217.385 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,463,547.27

13 JEMBATAN 26+96 - B.GS 5c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

14 JEMBATAN 30+49 - B.GS 5d 1 Pasangan batu kali 1 : 4 26.22 m3 6.11. 419,140.00 10,989,850.802 Plesteran 1 : 3 14.01 m2 6.15. 28,638.80 401,229.593 Siaran 1 : 2 44.25 m2 6.20. 21,987.50 972,946.884 Galian tanah biasa 16.76 m3 6.1. 32,795.00 549,644.205 Timbunan tanah kembali 5.45 m3 6.7. 22,483.00 122,532.356 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

13,186,203.81



HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK SEDADI 15 JEMBATAN 35+82 - B.GS 5e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

16 SADAP & ALAT UKUR - - B.Gt 4 1 Pasangan batu kali 1 : 4 322.56 m3 6.11. 419,140.00 135,197,798.402 Plesteran 1 : 3 96.54 m2 6.15. 28,638.80 2,764,789.753 Siaran 1 : 2 500.80 m2 6.20. 21,987.50 11,011,340.004 Beton mutu K-175 0.27 m3 6.22. 582,999.13 157,409.765 Pembesian 11.22 kg 6.24. 11,719.55 131,493.356 Galian tanah biasa 351.13 m3 6.1. 32,795.00 11,515,308.357 Timbunan tanah kembali 15.19 m3 6.7. 22,483.00 341,516.778 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0010 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0011 Pintu sorong baja, b = 1,00 m, h = 1,50 m 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pintu sorong kayu, b = 1,50 m, h = 1,50 m 1.00 bh Ls 2,000,000.00 2,000,000.00

166,769,656.39

SUB TOTAL XII 436,754,614.33

JUMLAH TOTAL 2,399,699,057.88

RAB BANGUNAN PENGKOL - 79


PEKERJAAN : DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER : BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI : KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN : 2008SALURAN : INDUK PENGKOL

PEKERJAAN : BANGUNAN


HARGAJUMLAH

SATUAN HARGA


I SALURAN INDUK PENGKOL 1 BANGUNAN UKUR 00+68 B.Pgk 1a B.Pgk 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.002 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.003 Service pintu sorong b = 1,00 m, h = 1,50 m 1.00 bh Ls 2,000,000.00 2,000,000.00

2,650,000.00

2 JEMBATAN ORANG 01+46 B.Pgk 1b B.Pgk 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 INLET DRAIN 03+44 - B.Pgk 1c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

4 JEMBATAN 05+59 B.Pgk 1c B.Pgk 1d 1 Plesteran 1 : 3 1.14 m2 6.15. 28,638.80 32,648.232 Beton mutu K-175 114.38 m3 6.22. 582,999.13 66,683,440.143 Pembesian 80.06 kg 6.24. 11,719.55 938,267.174 Bongkaran beton bertulang 0.02 m3 6.29. 204,998.00 4,099.965 Pipa PVC 3.60 m Ls 35,000.00 126,000.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

67,934,455.51

5 JEMBATAN ORANG 09+43 B.Pgk 1d B.Pgk 1e 1 Plesteran 1 : 3 3.72 m2 6.15. 28,638.80 106,536.342 Beton mutu K-175 813.09 m3 6.22. 582,999.13 474,030,760.163 Pembesian 212.55 kg 6.24. 11,719.55 2,490,990.354 Bongkaran beton bertulang 0.07 m3 6.29. 204,998.00 14,349.865 Pipa PVC 25.60 m Ls 35,000.00 896,000.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

477,688,636.71

6 TEMPAT MANDI HEWAN 17+00 - B.Pgk 1f 1 Pasangan batu kali 1 : 4 7.04 m3 6.11. 419,140.00 2,950,745.602 Plesteran 1 : 3 10.45 m2 6.15. 28,638.80 299,275.463 Siaran 1 : 2 11.53 m2 6.20. 21,987.50 253,515.884 Bongkaran pasangan 5.38 m3 6.13'. 194,498.00 1,046,399.245 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

4,699,936.18

7 BAGI SADAP PULUTAN 19+96 B.Pgk 1 B.Pgk 1 1 Pasangan batu kali 1 : 4 114.82 m3 6.11. 419,140.00 48,123,559.102 Plesteran 1 : 3 39.14 m2 6.15. 28,638.80 1,120,922.633 Siaran 1 : 2 126.93 m2 6.20. 21,987.50 2,790,961.324 Trashram 1 : 2 : 3 0.31 m3 6.22. 582,999.13 179,563.735 Galian tanah biasa 137.78 m3 6.1. 32,795.00 4,518,429.516 Bongkaran beton 31.18 6.29. 6.29. 204,998.00 6,390,812.657 Timbunan tanah kembali 45.93 m3 6.7. 22,483.00 1,032,554.268 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.009 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.00

65,306,803.21

8 INLET DRAIN 21+40 - B.Pgk 2a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA




HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU9 JEMBATAN ORANG 23+76 B.Pgk 2a B.Pgk 2b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

10 INLET DRAIN 26+44 - B.Pgk 2c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

11 JEMBATAN 28+70 - B.Pgk 2d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

12 JEMBATAN 31+68 - B.Pgk 2e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

13 JEMBATAN ORANG 32+70 - B.Pgk 2f 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

14 JEMBATAN ORANG 35+74 - B.Pgk 2g 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

15 JEMBATAN ORANG 38+81 - B.Pgk 2h 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

16 INLET DRAIN 40+18 - B.Pgk 2i 1 Pasangan batu kali 1 : 4 3.41 m3 6.11. 419,140.00 1,429,267.402 Plesteran 1 : 3 2.40 m2 6.15. 28,638.80 68,733.123 Siaran 1 : 2 7.90 m2 6.20. 21,987.50 173,701.254 Galian tanah biasa 0.55 m3 6.1. 32,795.00 18,037.255 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,839,739.02

17 JEMBATAN ORANG 44+94 - B.Pgk 2j 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

18 JEMBATAN ORANG 47+53 - Cr. Pgk 1 CORONGAN

1 Pasangan batu kali 1 : 4 2.88 m3 6.11. 419,140.00 1,207,123.202 Plesteran 1 : 3 1.40 m2 6.15. 28,638.80 40,094.323 Siaran 1 : 2 3.85 m2 6.20. 21,987.50 84,651.884 Galian tanah biasa 3.46 m3 6.1. 32,795.00 113,339.525 Bongkaran batu 2.88 m3 6.13'. 194,498.00 560,154.246 Timbunan tanah kembali 1.15 m3 6.7. 22,483.00 25,900.427 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pipa PVC 1.00 m' Ls 35,000.00 35,000.00

2,216,263.57

19 BANG. SADAP 52+92 B.Pgk 2 B.Pgk 2 JEMBATAN DESA

1 Pasangan batu kali 1 : 4 17.32 m3 6.11. 419,140.00 7,257,409.102 Plesteran 1 : 3 21.89 m2 6.15. 28,638.80 626,788.783 Siaran 1 : 2 38.75 m2 6.20. 21,987.50 851,927.684 Trashram 1 : 2 : 3 6.08 m3 6.22. 582,999.13 3,543,468.695 Beton mutu K-175 0.07 m3 6.22. 582,999.13 41,975.946 Galian tanah biasa 20.78 m3 6.1. 32,795.00 681,414.517 Bongkaran pasangan batu 0.05 m3 6.13'. 194,498.00 8,946.918 Timbunan tanah kembali 6.93 m3 6.7. 22,483.00 155,717.269 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.00

13,817,648.86



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU20 JEMBATAN ORANG 54+00 B.Pgk 3a B.Pgk 3a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

21 JEMBATAN ORANG 57+66 B.Pgk 3b B.Pgk 3b 1 Plesteran 1 : 3 12.36 m2 6.15. 28,638.80 353,975.572 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

503,975.57

22 JEMBATAN ORANG 60+05 B.Pgk 3c B.Pgk 3c 1 Pasangan batu kali 1 : 4 0.81 m3 6.11. 419,140.00 339,503.402 Plesteran 1 : 3 6.18 m2 6.15. 28,638.80 176,987.783 Siaran 1 : 2 6.18 m2 6.20. 21,987.50 135,882.754 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

802,373.93

23 JEMBATAN 61+01 B.Pgk 3d B.Pgk 3d 1 Pasangan batu kali 1 : 4 1.62 m3 6.11. 419,140.00 679,006.802 Plesteran 1 : 3 12.36 m2 6.15. 28,638.80 353,975.573 Siaran 1 : 2 12.36 m2 6.20. 21,987.50 271,765.504 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,454,747.87

24 SIPHON/TALANG 61+58 B.Pgk 3e B.Pgk 3e 1 Pasangan batu kali 1 : 4 16.74 m3 6.11. 419,140.00 7,016,403.602 Plesteran 1 : 3 2.70 m2 6.15. 28,638.80 77,324.763 Siaran 1 : 2 48.00 m2 6.20. 21,987.50 1,055,400.004 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

8,299,128.36

25 BANG. BAGI KRAMAT 61+59 B.Pgk 3e B.Pgk 3 1 Pasangan batu kali 1 : 4 141.99 m3 6.11. 419,140.00 59,513,688.602 Plesteran 1 : 3 94.90 m2 6.15. 28,638.80 2,717,822.123 Siaran 1 : 2 438.35 m2 6.20. 21,987.50 9,638,220.634 Beton mutu K-225 6.65 m3 6.23. 622,364.60 4,138,724.615 Galian tanah biasa 110.20 m3 6.1. 32,795.00 3,614,009.006 Timbunan tanah kembali 38.73 m3 6.7. 22,483.00 870,766.597 Timbunan tanah urug 8.25 m3 6.9. 53,744.00 443,388.008 Bongkaran pasangan batu 17.33 m3 6.13'. 194,498.00 3,370,650.349 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0011 Pasang papan eksploitasi baru 2.00 bh Ls 1,500,000.00 3,000,000.0012 Trashram 1 : 2 : 3 0.24 m3 6.13'. 194,498.00 46,679.52

88,503,949.41

26 JEMBATAN ORANG 63+43 - B.Pgk 4a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

27 JEMBATAN ORANG 64+44 B.Pgk 4a B.Pgk 4b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.002 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

1,650,000.00

28 BANG. SADAP 67+90 B.Pgk 4 B.Pgk 4 1 Pasangan batu kali 1 : 4 8.29 m3 6.11. 419,140.00 3,474,670.602 Plesteran 1 : 3 22.91 m2 6.15. 28,638.80 656,114.913 Siaran 1 : 2 23.78 m2 6.20. 21,987.50 522,862.754 Beton mutu K-225 0.08 m3 6.23. 622,364.60 49,789.175 Galian tanah biasa 9.13 m3 6.1. 32,795.00 299,418.356 Bongkaran pasangan 6.82 m3 6.13'. 194,498.00 1,326,476.367 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Papan eksploitasi dicat kembali 1.00 bh Ls 500,000.00 500,000.0010 Service pintu sorong b = 1.25 m, h = 1,20 m 1.00 bh Ls 2,000,000.00 2,000,000.00 9,479,332.14



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU29 JEMBATAN 68+05 B.Pgk 5a B.Pgk 5a 1 Pasangan batu kali 1 : 4 0.80 m3 6.11. 419,140.00 335,312.002 Plesteran 1 : 3 27.52 m2 6.15. 28,638.80 788,139.783 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,273,451.78

30 JEMBATAN ORANG 69+08 B.Pgk 5b B.Pgk 5b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

31 JEMBATAN ORANG 70+05 B.Pgk 5c B.Pgk 5c 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

32 TEMPAT MANDI HEWAN 71+00 - B.Pgk 5d 1 Pasangan batu kali 1 : 4 0.13 m3 6.11. 419,140.00 54,488.202 Siaran 1 : 2 0.50 m2 6.20. 21,987.50 10,993.753 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

215,481.95

33 JEMBATAN 71+21 B.Pgk 5d B.Pgk 5e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

34 BANG. SHIPON 71+36 - B.Pgk 5f 1 Pasangan batu kali 1 : 4 12.54 m3 6.11. 419,140.00 5,256,015.602 Plesteran 1 : 3 10.16 m2 6.15. 28,638.80 290,970.213 Siaran 1 : 2 5.67 m2 6.20. 21,987.50 124,669.134 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

5,821,654.93

35 BANG. SADAP 73+14 B.Pgk 5 B.Pgk 5 1 Pasangan batu kali 1 : 4 39.70 m3 6.11. 419,140.00 16,639,858.002 Plesteran 1 : 3 35.82 m2 6.15. 28,638.80 1,025,841.823 Siaran 1 : 2 118.72 m2 6.20. 21,987.50 2,610,356.004 Galian tanah biasa 30.95 m3 6.1. 32,795.00 1,015,005.255 Timbunan tanah urug 2.40 m3 6.9. 53,744.00 128,985.606 Bongkaran pasangan 2.48 m3 6.13'. 194,498.00 482,355.047 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Papan eksploitasi dicat kembali 1.00 bh Ls 500,000.00 500,000.0010 Service pintu sorong b = 0.60 m, h = 0.60 m 1.00 bh Ls 2,000,000.00 2,000,000.00

25,052,401.71

36 JEMBATAN ORANG 76+90 B.Pgk 6a B.Pgk 6a 1 Beton mutu K-175 0.02 m3 6.22. 582,999.13 11,659.982 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

161,659.98

37 SIPHON 80+84 B.Pgk 6b B.Pgk 6b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

38 BANG. SADAP 81+25 B.Pgk 6 B.Pgk 6 1 Pasangan batu kali 1 : 4 0.51 m3 6.11. 419,140.00 213,761.402 Plesteran 1 : 3 0.70 m2 6.15. 28,638.80 20,047.163 Siaran 1 : 2 3.02 m2 6.20. 21,987.50 66,402.254 Galian tanah biasa 0.23 m3 6.1. 32,795.00 7,542.855 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.007 Papan eksploitasi dicat kembali 1.00 bh Ls 500,000.00 500,000.008 Service pintu penguras b = 1.40 m, h = 1.60 m 1.00 bh Ls 2,000,000.00 2,000,000.00

3,957,753.66



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU39 TEMPAT MANDI HEWAN 81+36 - B.Pgk 7a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

40 JEMBATAN 86+20 - B.Pgk 7b 1 Pasangan batu kali 1 : 4 2.19 m3 6.11. 419,140.00 917,916.602 Plesteran 1 : 3 3.20 m2 6.15. 28,638.80 91,644.163 Siaran 1 : 2 4.70 m2 6.20. 21,987.50 103,341.254 Bongkaran pasangan batu 2.19 m3 6.13'. 194,498.00 425,950.625 Beton mutu K-175 6.38 m3 6.22. 582,999.13 3,719,534.436 Pembesian 68.09 kg 6.24. 11,719.55 797,984.167 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pipa PVC 20.00 m' Ls 35,000.00 700,000.00

6,906,371.22

41 CROSS DRAIN 90+02 - B.Pgk 7c 1 Pasangan batu kali 1 : 4 16.69 m3 6.11. 419,140.00 6,995,446.602 Plesteran 1 : 3 4.59 m2 6.15. 28,638.80 131,452.093 Siaran 1 : 2 34.65 m2 6.20. 21,987.50 761,866.884 Bongkaran pasangan batu 10.39 m3 6.13'. 194,498.00 2,020,834.225 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

10,059,599.79

42 JEMBATAN ORANG 92+02 - B.Pgk 7d 10 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

43 JEMBATAN ORANG 94+54 - B.Pgk 7e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

44 JEMBATAN ORANG 98+42 - B.Pgk 7f 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

45 BANG. BAGI RAWOH 99+41 B.Pgk 7 B.Pgk 7 1 Pasangan batu kali 1 : 4 0.90 m3 6.11. 419,140.00 377,226.002 Plesteran 1 : 3 1.36 m2 6.15. 28,638.80 38,948.773 Siaran 1 : 2 3.00 m2 6.20. 21,987.50 65,962.504 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.006 Pintu romijn dimodifikasi menjadi pintu sorong 2.00 bh Ls 2,000,000.00 4,000,000.00

6,132,137.27

46 JEMBATAN 100+90 B.Pgk 8a B.Pgk 8a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

47 JEMBATAN 101+94 - B.Pgk 8b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

48 INLET DRAIN 105+41 - B.Pgk 8c 1 Pasangan batu kali 1 : 4 3.76 m3 6.11. 419,140.00 1,575,128.122 Plesteran 1 : 3 4.60 m2 6.15. 28,638.80 131,738.483 Siaran 1 : 2 9.93 m2 6.20. 21,987.50 218,225.944 Galian tanah biasa 4.51 m3 6.1. 32,795.00 147,905.455 Timbunan tanah kembali 1.50 m3 6.7. 22,483.00 33,791.956 Bongkaran pasangan batu 3.08 m3 6.13'. 194,498.00 598,081.357 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

2,854,871.29

49 JEMBATAN ORANG 109+09 - B.Pgk 8d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU50 JEMBATAN ORANG 110+62 - B.Pgk 8e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

51 INLET DRAIN 111+35 - B.Pgk 8f 1 Pasangan batu kali 1 : 4 20.68 m3 6.11. 419,140.00 8,667,815.202 Plesteran 1 : 3 7.15 m2 6.15. 28,638.80 204,767.423 Siaran 1 : 2 55.20 m2 6.20. 21,987.50 1,213,710.004 Galian tanah biasa 22.68 m3 6.1. 32,795.00 743,790.605 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

10,980,083.22

52 JEMBATAN ORANG 112+02 - B.Pgk 8g 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

53 INLET DRAIN 113+32 - B.Pgk 8h 1 Pasangan batu kali 1 : 4 3.34 m3 6.11. 419,140.00 1,399,927.602 Plesteran 1 : 3 0.81 m2 6.15. 28,638.80 23,197.433 Siaran 1 : 2 6.66 m2 6.20. 21,987.50 146,436.754 Galian tanah biasa 1.40 m3 6.1. 32,795.00 45,913.005 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,765,474.78

54 JEMBATAN ORANG 113+70 - B.Pgk 8i 1 Pasangan batu kali 1 : 4 1.08 m3 6.11. 419,140.00 452,671.202 Plesteran 1 : 3 8.13 m2 6.15. 28,638.80 232,833.443 Bongkaran pasangan batu 1.08 m3 6.13'. 194,498.00 210,057.844 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,045,562.48

55 JEMBATAN ORANG 115+42 - B.Pgk 8j 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

56 JEMBATAN ORANG 116+58 - B.Pgk 8k 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

57 JEMBATAN ORANG 122+20 - B.Pgk 8l 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

58 CORONGAN 126+25 - Cr. Pgk 2 1 Pasangan batu kali 1 : 4 0.49 m3 6.11. 419,140.00 205,378.602 Plesteran 1 : 3 0.39 m2 6.15. 28,638.80 11,169.133 Siaran 1 : 2 0.39 m2 6.20. 21,987.50 8,575.134 Galian tanah biasa 0.16 m3 6.1. 32,795.00 5,345.595 Timbunan tanah kembali 0.05 m3 6.7. 22,483.00 1,214.086 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pintu sorong b = 0.30 m, h - 0.30 m 1.00 bh Ls 8,055,000.00 8,055,000.00

8,436,682.52

59 JEMBATAN ORANG 126+44 - B.Pgk 8m 10 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU60 BANG. BAGI TRUKO 126+79 B.Pgk 8 B.Pgk 8 1 Pasangan batu kali 1 : 4 36.98 m3 6.11. 419,140.00 15,501,473.762 Plesteran 1 : 3 40.05 m2 6.15. 28,638.80 1,147,098.503 Siaran 1 : 2 21.22 m2 6.20. 21,987.50 466,574.754 Trashram 1 : 2 : 3 0.41 m3 6.22. 582,999.13 237,863.645 Beton mutu K-225 4.67 m3 6.23. 622,364.60 2,908,932.166 Bongkaran pasangan batu 2.72 m3 6.13'. 194,498.00 529,812.557 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0010 Pintu sorong (service) 1.00 bh Ls 2,000,000.00 2,000,000.00

b = 0,70 m, h = 1,60 m 11 Pintu romijn dimodifikasi menjadi pintu sorong


61 JEMBATAN ORANG 136+83 - B.Pgk 9a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

62 BANG. SADAP 137+50 B.Pgk 9 B.Pgk 9 1 Pasangan batu kali 1 : 4 55.30 m3 6.11. 419,140.00 23,180,118.562 Plesteran 1 : 3 32.94 m2 6.15. 28,638.80 943,362.073 Siaran 1 : 2 63.98 m2 6.20. 21,987.50 1,406,760.254 Beton mutu K-225 2.91 m3 6.23. 622,364.60 1,812,325.725 Galian tanah biasa 18.23 m3 6.1. 32,795.00 597,951.246 Timbunan tanah kembali 1.72 m3 6.7. 22,483.00 38,603.317 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

30,129,121.15

63 PELIMPAH 144+52 - B.Pgk 10a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

64 BANG. SADAP 145+84 B.Pgk 10 B.Pgk 10 1 Pasangan batu kali 1 : 4 2.68 m3 6.11. 419,140.00 1,123,295.202 Plesteran 1 : 3 4.20 m2 6.15. 28,638.80 120,282.963 Siaran 1 : 2 7.20 m2 6.20. 21,987.50 158,310.004 Bongkaran pasangan batu 0.11 m3 6.13'. 194,498.00 21,005.785 Galian tanah biasa 0.14 m3 6.1. 32,795.00 4,722.486 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pintu sorong baru b = 0,40 m, h = 0,80 m 1.00 bh Ls 8,055,000.00 8,055,000.00 10,186,360.42

65 BANG. SADAP 146+08 B.Pgk 11 B.Pgk 11 1 Pasangan batu kali 1 : 4 28.56 m3 6.11. 419,140.00 11,970,638.402 Plesteran 1 : 3 55.92 m2 6.15. 28,638.80 1,601,481.703 Siaran 1 : 2 35.00 m2 6.20. 21,987.50 769,562.505 Beton mutu K-225 0.12 m3 6.23. 622,364.60 74,683.757 Galian tanah biasa 2.86 m3 6.1. 32,795.00 93,793.709 Timbunan tanah urug 10.94 m3 6.9. 53,744.00 587,959.3610 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0011 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0013 Pintu sorong baru b = 0,40 m, h = 1,10 m 1.00 bh Ls 8,055,000.00 8,055,000.00 23,803,119.41



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU66 BANG. BAGI GOMPENG 150+29 B.Pgk 11 B.Pgk 12 1 Pasangan batu kali 1 : 4 33.59 m3 6.11. 419,140.00 14,078,912.602 Plesteran 1 : 3 16.06 m2 6.15. 28,638.80 459,939.133 Siaran 1 : 2 28.88 m2 6.20. 21,987.50 634,999.005 Beton mutu K-225 0.43 m3 6.23. 622,364.60 267,616.787 Galian tanah biasa 10.72 m3 6.1. 32,795.00 351,562.408 Timbunan tanah kembali 9.62 m3 6.7. 22,483.00 216,286.4610 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0011 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.0012 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0013 Pintu sorong b = 1.00 m, h = 1.30 m 1.00 bh Ls 15,964,000.00 15,964,000.00

34,123,316.37

67 JEMBATAN 150+66 - B.Pgk 13a 1 Pasangan batu kali 1 : 4 0.78 m3 6.11. 419,140.00 327,348.342 Plesteran 1 : 3 5.63 m2 6.15. 28,638.80 161,236.443 Bongkaran beton 0.02 m3 6.29. 204,998.00 3,689.964 Beton mutu K-175 0.06 m3 6.22. 582,999.13 32,647.955 Pipa PVC 3.50 m' Ls 35,000.00 122,500.006 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

797,422.70

68 BANG. SADAP 153+70 - B.Pgk 13 1 Pasangan batu kali 1 : 4 1.33 m3 6.11. 419,140.00 557,456.202 Plesteran 1 : 3 1.32 m2 6.15. 28,638.80 37,803.223 Siaran 1 : 2 3.40 m2 6.20. 21,987.50 74,757.504 Bongkaran pasangan batu 1.02 m3 6.13'. 194,498.00 198,387.965 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

2,518,404.88

69 PELIMPAH SAMPING 160+79 - B.Pgk 14a 1 Pasangan batu kali 1 : 4 3.06 m3 6.11. 419,140.00 1,283,825.822 Plesteran 1 : 3 22.05 m2 6.15. 28,638.80 631,571.463 Siaran 1 : 2 6.73 m2 6.20. 21,987.50 147,865.944 Galian tanah biasa 3.68 m3 6.1. 32,795.00 120,554.425 Galian endapan 0.51 m3 6.4. 32,795.00 16,594.276 Timbunan tanah kembali 1.23 m3 6.7. 22,483.00 27,541.687 Timbunan tanah urug 0.42 m3 6.9. 53,744.00 22,679.978 Bongkaran pasangan batu 3.06 m3 6.13'. 194,498.00 595,747.379 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

2,996,380.92

70 JEMBATAN 162+18 - B.Pgk 14b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

71 BANG. SADAP 173+15 - B.Pgk 14 1 Pasangan batu kali 1 : 4 0.77 m3 6.11. 419,140.00 322,737.802 Siaran 1 : 2 2.40 m2 6.20. 21,987.50 52,770.003 Beton mutu K-225 0.24 m3 6.23. 622,364.60 149,367.504 Galian tanah biasa 0.77 m3 6.1. 32,795.00 25,252.155 Timbunan tanah kembali 0.26 m3 6.7. 22,483.00 5,845.586 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.008 Pipa PVC 6.00 m' Ls 35,000.00 210,000.00

2,415,973.03

72 JEMBATAN 176+88 - B.Pgk 15a 10 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU73 BANG. BAGI 177+10 B.Pgk 13 B.Pgk 15 1 Pasangan batu kali 1 : 4 107.24 m3 6.11. 419,140.00 44,948,573.602 Plesteran 1 : 3 92.42 m2 6.15. 28,638.80 2,646,797.903 Siaran 1 : 2 226.53 m2 6.20. 21,987.50 4,980,828.384 Beton mutu K-225 0.33 m3 6.23. 622,364.60 205,380.325 Galian tanah biasa 73.87 m3 6.1. 32,795.00 2,422,566.656 Timbunan tanah kembali 24.67 m3 6.7. 22,483.00 554,655.617 Timbunan tanah urug 18.64 m3 6.9. 53,744.00 1,001,788.168 Bongkaran pasangan batu 4.21 m3 6.13'. 194,498.00 818,836.589 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0010 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.0011 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0012 Pipa PVC 5.20 m' Ls 35,000.00 182,000.00

60,411,427.19

SUB TOTAL I 1,033,433,458.32

II SALURAN SEKUNDER PULUTAN 1 JEMBATAN 05+07 - B.Plt 1a 1 Pasangan batu kali 1 : 4 3.49 m3 6.11. 419,140.00 1,462,798.602 Plesteran 1 : 3 1.62 m2 6.15. 28,638.80 46,394.863 Siaran 1 : 2 2.72 m2 6.20. 21,987.50 59,806.004 Bongkaran pasangan batu 1.96 m3 6.13'. 194,498.00 381,216.085 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

4,600,215.54

2 BANG. SADAP 07+05 B.Plt 1 B.Plt 1 1 Pasangan batu kali 1 : 4 3.49 m3 6.11. 419,140.00 1,462,798.602 Plesteran 1 : 3 1.62 m2 6.15. 28,638.80 46,394.863 Siaran 1 : 2 2.72 m2 6.20. 21,987.50 59,806.004 Bongkaran pasangan batu 1.96 m3 6.13'. 194,498.00 381,216.085 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.006 Pasang peil schall baru 2.00 bh Ls 500,000.00 1,000,000.007 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

4,600,215.54

SUB TOTAL II 9,200,431.07

III SALURAN SEKUNDER KRAMAT 1 JEMBATAN 02+29 - B.Krm 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 ALAT UKUR 09+58 - B.Krm 1b 1 Pasangan batu kali 1 : 4 6.43 m3 6.11. 419,140.00 2,695,070.202 Plesteran 1 : 3 1.50 m2 6.15. 28,638.80 42,958.203 Siaran 1 : 2 16.76 m2 6.20. 21,987.50 368,510.504 Beton mutu K-225 2.10 m3 6.23. 622,364.60 1,306,965.675 Galian tanah biasa 8.18 m3 6.1. 32,795.00 268,263.106 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

4,831,767.67

3 JEMBATAN 10+95 - B.Krm 1c 1 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.00

53,744.00

4 JEMBATAN 15+18 - B.Krm 1d 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

5 JEMBATAN 16+77 - B.Krm 1e 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU6 BANG. SADAP 19+69 B.Krm 1 B.Krm 1 1 Pasangan batu kali 1 : 4 18.34 m3 6.11. 419,140.00 7,686,608.462 Plesteran 1 : 3 24.45 m2 6.15. 28,638.80 700,218.663 Siaran 1 : 2 41.93 m2 6.20. 21,987.50 921,825.944 Timbunan tanah kembali 2.55 m3 6.7. 22,483.00 57,331.655 Bongkaran pasangan batu 11.90 m3 6.13'. 194,498.00 2,313,553.716 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu sorong b = 0.45 m, h = 0.45 m 1.00 bh Ls 8,436,000.00 8,436,000.00

22,265,538.42

SUB TOTAL III 27,601,050.08

IV SALURAN SEKUNDER RAWOH 1 TALANG 0+00 B.Rwh 1a B.Rwh 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 BANG. SADAP 0+30 B.Rwh 1 B.Rwh 1 1 Pasangan batu kali 1 : 4 25.47 m3 6.11. 419,140.00 10,675,495.802 Plesteran 1 : 3 37.00 m2 6.15. 28,638.80 1,059,635.603 Siaran 1 : 2 52.45 m2 6.20. 21,987.50 1,153,244.384 Galian tanah biasa 8.46 m3 6.1. 32,795.00 277,576.885 Timbunan tanah kembali 5.40 m3 6.7. 22,483.00 121,408.206 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 3.00 bh Ls 500,000.00 1,500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.009 Pintu sorong baja b = 0.50 m, h = 1.10 m 2.00 bh Ls 23,140,000.00 46,280,000.0010 Pintu sorong baja b = 0.50 m, h = 1.25 m 1.00 bh Ls 23,140,000.00 23,140,000.00

85,857,360.86

3 BANG. SADAP 1+78 B.Rwh 2 B.Rwh 2 1 Pasangan batu kali 1 : 4 9.89 m3 6.11. 419,140.00 4,146,132.882 Plesteran 1 : 3 13.32 m2 6.15. 28,638.80 381,468.823 Siaran 1 : 2 15.17 m2 6.20. 21,987.50 333,550.384 Galian tanah biasa 6.30 m3 6.1. 32,795.00 206,510.125 Timbunan tanah kembali 2.50 m3 6.7. 22,483.00 56,207.506 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.007 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.008 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.00

7,273,869.69

SUB TOTAL IV 93,281,230.54

V SALURAN SEKUNDER TRUKO 1 JEMBATAN ORANG 06+44 - B.Tk 1a 1 Pasangan batu kali 1 : 4 0.22 m3 6.11. 419,140.00 92,210.802 Siaran 1 : 2 5.88 m2 6.20. 21,987.50 129,286.503 Beton mutu K-175 0.07 m3 6.22. 582,999.13 40,809.944 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.005 Pipa PVC 4.20 m' Ls 35,000.00 147,000.00

559,307.24

2 JEMBATAN ORANG 10+23 - B.Tk 1b 1 Siaran 1 : 2 7.56 m2 6.20. 21,987.50 166,225.502 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

316,225.50

3 ALAT UKUR 11+03 - B.Tk 1c 1 Plesteran 1 : 3 7.94 m2 6.15. 28,638.80 227,392.072 Siaran 1 : 2 33.40 m2 6.20. 21,987.50 734,382.503 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,111,774.57



HARGAJUMLAH

SATUAN HARGA

NAMA BANGUNAN HM. NOMENKLATUR LAMA NOMENKLATUR BARU4 JEMBATAN ORANG 14+03 - B.Tk 1d 1 Plesteran 1 : 3 7.94 m2 6.15. 28,638.80 227,392.072 Siaran 1 : 2 33.40 m2 6.20. 21,987.50 734,382.503 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

1,111,774.57

5 GORONG-GORONG 18+85 - B.Tk 1 BANG. SADAP

1 Pasangan batu kali 1 : 4 15.89 m3 6.11. 419,140.00 6,660,134.602 Plesteran 1 : 3 16.14 m2 6.15. 28,638.80 462,230.233 Siaran 1 : 2 46.04 m2 6.20. 21,987.50 1,012,304.504 Galian tanah biasa 5.17 m3 6.1. 32,795.00 169,550.155 Timbunan tanah kembali 1.72 m3 6.7. 22,483.00 38,738.216 Timbunan tanah urug 1.00 m3 6.9. 53,744.00 53,744.007 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Service Pintu sorong (stang pintu) 1.00 bh Ls 2,000,000.00 2,000,000.00

11,046,701.69

SUB TOTAL V 14,145,783.57

VI SALURAN SEKUNDER GOMPENG 1 BANG. SADAP 3+02 - B.Gp 1a 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

2 BANG. SADAP 04+62 B.Gp 1 B.Gp 1 1 Pasangan batu kali 1 : 4 4.05 m3 6.11. 419,140.00 1,695,421.302 Plesteran 1 : 3 1.15 m2 6.15. 28,638.80 32,934.623 Siaran 1 : 2 13.90 m2 6.20. 21,987.50 305,626.257 Galian tanah biasa 1.35 m3 6.1. 32,795.00 44,207.668 Timbunan tanah kembali 0.45 m3 6.7. 22,483.00 10,094.8710 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.0012 Pasang papan eksploitasi baru 1.00 bh Ls 1,500,000.00 1,500,000.0013 Pintu sorong b = 0.50 m, h = 1.00 m 1.00 bh Ls 23,140,000.00 23,140,000.0014 Pintu sorong b = 0.50 m, h = 0.70 m 1.00 bh Ls 5,475,000.00 5,475,000.00

32,353,284.70

SUB TOTAL VI 32,503,284.70



HARGAJUMLAH

SATUAN HARGA


VII SALURAN SEKUNDER NUNJUNGAN 1 JEMBATAN 01+50 B.Nj 1a B.Nj 1a 1 Pasangan batu kali 1 : 4 25.33 m3 6.11. 419,140.00 10,616,816.202 Plesteran 1 : 3 9.04 m2 6.15. 28,638.80 258,894.753 Siaran 1 : 2 68.00 m2 6.20. 21,987.50 1,495,150.004 Timbunan tanah kembali 7.97 m3 6.7. 22,483.00 179,189.515 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

12,700,050.46

2 GORONG-GORONG 09+61 - B.Nj 1b 1 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.00

150,000.00

3 BANG. BAGI 10+28 B.Nj 1 B.Nj 1 1 Pasangan batu kali 1 : 4 46.28 m3 6.11. 419,140.00 19,397,799.202 Plesteran 1 : 3 141.55 m2 6.15. 28,638.80 4,053,822.143 Siaran 1 : 2 79.13 m2 6.20. 21,987.50 1,739,870.884 Beton mutu K-175 4.33 m3 6.22. 582,999.13 2,524,386.225 Galian tanah biasa 5.27 m3 6.1. 32,795.00 172,829.656 Timbunan tanah kembali 2.16 m3 6.7. 22,483.00 48,563.287 Pasang nomenklatur baru 1.00 bh Ls 150,000.00 150,000.008 Pasang peil schall baru 1.00 bh Ls 500,000.00 500,000.009 Pasang papan eksploitasi baru 2.00 bh Ls 1,500,000.00 3,000,000.00

31,587,271.36

SUB TOTAL VII 44,437,321.83

JUMLAH TOTAL 1,254,602,560.12

RAB SALURAN SEDADI - 92



PEKERJAAN : SALURAN


HARGAJUMLAH

SATUAN HARGA

SALURAN INDUK SEDADI 1 HM 0+00 - 1+11 (111 M) = Pekerjaan Lantai 1 Galian tanah biasa 412.10 m3 6.1. 32,795.00 13,514,655.532 Bongkaran beton bertulang 23.40 m3 6.29. 204,998.00 4,796,953.203 Balok beton bertulang 25/40 Precast K.250 114.00 bh Ls 903,831.33 103,036,771.514 Cor beton mutu K-225 8.39 m3 6.23. 622,364.60 5,221,639.025 Begesting 67.04 bh 6.25. 90,219.00 6,048,281.766 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 412.10 m3 6.13. 353,140.00 145,527,228.307 Angkur dia 12 mm, L = 40 cm 840.00 bh Ls 5,000.00 4,200,000.008 Tiang pancang beton 12 - 300 47.00 bh 6.23+6.24+6.25 227,300.61 10,683,128.83

293,028,658.14

2 HM 1+11 - 43+33 (4222 M) = Pekerjaan Lantai 1 Galian tanah biasa 15,674.19 m3 6.1. 32,795.00 514,035,061.052 Bongkaran beton bertulang 886.70 m3 6.29. 204,998.00 181,771,726.603 Bongkaran pasangan batu 10,770.00 m3 6.13'. 194,498.00 2,094,743,460.004 Bongkar pasang sayap 1,905.00 m3 6.29. 204,998.00 390,521,190.005 Plesteran 1 : 3 1,110.00 m2 6.15. 28,638.80 31,789,068.006 Balok beton bertulang 25/40 Precast K.250 4,224.00 bh Ls 903,831.33 3,817,783,533.707 Cor beton mutu K-225 767.18 m3 6.23. 622,364.60 477,465,676.268 Begesting 6,137.44 bh 6.25. 90,219.00 553,713,699.369 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15,674.19 m3 6.13. 353,140.00 5,535,183,456.60

10 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 200.85 m3 6.13. 353,140.00 70,928,169.0011 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 333.00 m3 6.13. 353,140.00 117,595,620.0012 Angkur dia 12 mm, L = 40 cm 47,276.00 bh Ls 5,000.00 236,380,000.0013 Tiang pancang beton 12 - 300 3,637.00 bh 6.23+6.24+6.25 227,300.61 826,692,331.17

14,848,602,991.74

3 HM 08+60 - 13+00 (440 m) = Bongkar Pasang Sloof dan Balok Sekat 1 Galian tanah biasa 1,633.50 m3 6.1. 32,795.00 53,570,632.502 Bongkaran beton bertulang 92.50 m3 6.29. 204,998.00 18,962,315.003 Bongkaran pasangan batu 132.00 m3 6.13'. 194,498.00 25,673,736.004 Balok beton bertulang 25/40 Precast K.250 444.00 bh Ls 903,831.33 401,301,110.085 Cor beton mutu K-225 32.80 m3 6.23. 622,364.60 20,413,558.986 Begesting 262.40 m2 6.25. 90,219.00 23,673,465.607 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,633.50 m3 6.13. 353,140.00 576,854,190.008 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 132.00 m3 6.13. 353,140.00 46,614,480.009 Angkur dia 12 mm, L = 40 cm 5,328.00 bh Ls 5,000.00 26,640,000.00

10 Tiang pancang beton 12 - 300 354.00 bh 6.23+6.24+6.25 227,300.61 80,464,417.171,274,167,905.33

4 HM 13+00 - 13+70 (70 M) = Bongkar Pasang Lining Kanan 1 Galian tanah biasa 260.40 m3 6.1. 32,795.00 8,539,818.002 Bongkaran beton bertulang 7.28 m3 6.29. 204,998.00 1,492,385.443 Bongkaran pasangan batu 120.75 m3 6.13'. 194,498.00 23,485,633.504 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 70.00 bh Ls 1,470,831.33 102,958,193.035 Cor beton mutu K-225 29.75 m3 6.23. 622,364.60 18,515,346.946 Pembesian 1,416.62 m2 6.24. 11,719.55 16,602,148.927 Begesting 328.00 bh 6.25. 90,219.00 29,591,832.008 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 253.89 m3 6.13. 353,140.00 89,658,714.609 Angkur dia 12 mm, L = 40 cm 210.00 bh Ls 5,000.00 1,050,000.00




HARGAJUMLAH

SATUAN HARGA

5 HM 13+30 - 14+00 (70 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 260.40 m3 6.1. 32,795.00 8,539,818.002 Bongkaran beton bertulang 7.28 m3 6.29. 204,998.00 1,492,385.443 Bongkaran pasangan batu 120.75 m3 6.13'. 194,498.00 23,485,633.504 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 70.00 bh Ls 1,470,831.33 102,958,193.035 Cor beton mutu K-225 29.75 m3 6.23. 622,364.60 18,515,346.946 Pembesian 1,858.88 m2 6.24. 11,719.55 21,785,237.107 Begesting 238.00 bh 6.25. 90,219.00 21,472,122.008 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 253.89 m3 6.13. 353,140.00 89,658,714.609 Angkur dia 12 mm, L = 40 cm 210.00 bh Ls 5,000.00 1,050,000.00


6 HM 16+50 - 18+50 (200 M) 1 Galian tanah biasa 742.50 m3 6.1. 32,795.00 24,350,287.502 Bongkaran beton bertulang 42.10 m3 6.29. 204,998.00 8,630,415.803 Bongkaran pasangan batu 60.00 m3 6.13'. 194,498.00 11,669,880.004 Balok beton bertulang 25/40 Precast K.250 144.00 bh Ls 903,831.33 130,151,711.385 Cor beton mutu K-225 15.04 m3 6.23. 622,364.60 9,360,363.636 Begesting 120.32 bh 6.25. 90,219.00 10,855,150.087 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 724.47 m3 6.13. 353,140.00 255,839,335.808 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 60.00 m3 6.13. 353,140.00 21,188,400.009 Angkur dia 12 mm, L = 40 cm 4,440.00 bh Ls 5,000.00 22,200,000.00


7 HM 19+10 - 20+00 (90 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 334.80 m3 6.1. 32,795.00 10,979,766.002 Bongkaran beton bertulang 9.42 m3 6.29. 204,998.00 1,931,081.163 Bongkaran pasangan batu 155.25 m3 6.13'. 194,498.00 30,195,814.504 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 58.50 bh Ls 1,470,831.33 86,043,632.755 Cor beton mutu K-225 8.01 m3 6.23. 622,364.60 4,985,140.476 Pembesian 460.03 m2 6.24. 11,719.55 5,391,344.597 Begesting 64.08 bh 6.25. 90,219.00 5,781,233.528 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 326.43 m3 6.13. 353,140.00 115,275,490.209 Angkur dia 12 mm, L = 40 cm 270.00 bh Ls 5,000.00 1,350,000.00


8 HM 20+90 - 22+05 (115 M) = Bongkar Pasang Lining Kiri 1 Galian tanah biasa 427.80 m3 6.1. 32,795.00 14,029,701.002 Bongkaran beton bertulang 12.02 m3 6.29. 204,998.00 2,464,075.963 Bongkaran pasangan batu 427.80 m3 6.13'. 194,498.00 83,206,244.404 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 74.37 bh Ls 1,470,831.33 109,385,725.945 Cor beton mutu K-225 10.09 kg 6.23. 622,364.60 6,279,658.856 Pembesian 587.78 m2 6.24. 11,719.55 6,888,517.107 Begesting 80.64 bh 6.25. 90,219.00 7,275,260.168 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 417.57 m3 6.13. 353,140.00 147,460,669.809 Angkur dia 12 mm, L = 40 cm 330.00 bh Ls 5,000.00 1,650,000.00






HARGAJUMLAH

SATUAN HARGA



11 HM 43+33 - 46+00 (267 M) 1 Galian tanah lantai 991.29 m3 6.1. 32,795.00 32,509,355.552 Bongkaran beton bertulang 56.10 m3 6.29. 204,998.00 11,500,387.803 Bongkar pasang sayap 240.00 m3 6.29. 204,998.00 49,199,520.004 Balok beton bertulang 25/40 Precast K.250 264.00 bh Ls 903,831.33 238,611,470.865 Cor beton mutu K-225 49.56 m3 6.23. 622,364.60 30,844,389.736 Begesting 396.48 bh 6.25. 90,219.00 35,770,029.127 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 991.29 m3 6.13. 353,140.00 350,064,150.608 Angkur dia 12 mm, L = 40 cm 1,764.00 bh Ls 5,000.00 8,820,000.009 Tiang pancang beton 12 - 300 248.60 bh 6.23+6.24+6.25 227,300.61 56,506,932.51

813,826,236.17

12 HM 46+00 - 46+83 (83 M) 1 Galian tanah lantai 219.77 m3 6.1. 32,795.00 7,207,193.182 Bongkaran beton bertulang 17.50 m3 6.29. 204,998.00 3,587,465.003 Balok beton bertulang 25/40 Precast K.250 40.80 bh Ls 903,831.33 36,876,318.224 Cor beton mutu K-225 6.16 m3 6.23. 622,364.60 3,833,765.965 Begesting 49.28 bh 6.25. 90,219.00 4,445,992.326 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 219.77 m3 6.13. 353,140.00 77,607,812.107 Angkur dia 12 mm, L = 40 cm 1,008.00 bh Ls 5,000.00 5,040,000.008 Tiang pancang beton 12 - 300 39.00 bh 6.23+6.24+6.25 227,300.61 8,864,723.93

147,463,270.70

13 HM 46+83 - 54+20 (737 M) 1 Galian tanah lantai 2,321.84 m3 6.1. 32,795.00 76,144,578.832 Bongkaran beton bertulang 108.70 m3 6.29. 204,998.00 22,283,282.603 Bongkar pasang sayap 60.00 m3 6.29. 204,998.00 12,299,880.004 Plesteran 1 : 3 1,230.00 m2 6.15. 28,638.80 35,225,724.005 Balok beton bertulang 25/40 Precast K.250 524.00 bh Ls 903,831.33 473,607,616.406 Cor beton mutu K-225 46.24 m3 6.23. 622,364.60 28,778,139.257 Begesting 369.92 bh 6.25. 90,219.00 33,373,812.488 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 2,321.84 m3 6.13. 353,140.00 819,932,811.909 Angkur dia 12 mm, L = 40 cm 3,884.00 bh Ls 5,000.00 19,420,000.00


14 HM 54+20 - 69+14 (1494 M) 1 Galian tanah lantai 3,966.57 m3 6.1. 32,795.00 130,083,663.152 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 3,966.57 m3 6.13. 353,140.00 1,400,754,529.80

1,530,838,192.95


331,989,005.70

16 HM 72+38 - 75+33 (295 M) 1 Galian tanah lantai 805.75 m3 6.1. 32,795.00 26,424,571.252 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 860.22 m3 6.13. 353,140.00 303,778,090.80

lantai dan sayap 3 Plesteran 1 : 3 75.00 m2 6.15. 28,638.80 2,147,910.00

332,350,572.05



HARGAJUMLAH

SATUAN HARGA


109,412,572.50

18 HM 76+41 - 97+44 (2103 M) 1 Galian tanah lantai 3,449.18 m3 6.1. 32,795.00 113,115,694.132 Bongkaran beton bertulang 357.00 m3 6.29. 204,998.00 73,184,286.003 Bongkaran pasangan batu 330.30 m3 6.13'. 194,498.00 64,242,689.404 Bongkar pasang sayap 3,654.00 m3 6.29. 204,998.00 749,062,692.005 Balok beton bertulang 25/40 Precast K.250 1,704.00 bh Ls 903,831.33 1,540,128,584.626 Cor beton mutu K-175 156.00 m3 6.22. 582,999.13 90,947,863.817 Cor beton mutu K-225 1,315.58 m3 6.23. 622,364.60 818,769,179.928 Begesting 11,772.62 bh 6.25. 90,219.00 1,062,114,364.669 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 2,375.18 m3 6.13. 353,140.00 838,769,299.50

10 Urugan sirtu 900.00 m3 6.10. 116,066.00 104,459,400.0011 Angkur dia 12 mm, L = 40 cm 12,924.00 bh Ls 5,000.00 64,620,000.0012 Tiang pancang beton 12 - 300 2,724.00 bh 6.23+6.24+6.25 227,300.61 619,166,871.08

6,138,580,925.10

19 HM 97+44 - 102+15 (471 M) 1 Galian tanah 1,608.80 m3 6.1. 32,795.00 52,760,432.032 Cor beton mutu K-175 62.35 m3 6.22. 582,999.13 36,349,995.573 Begesting 498.80 bh 6.25. 90,219.00 45,001,237.204 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,533.98 m3 6.13. 353,140.00 541,707,931.50

675,819,596.29


260,906,786.58

21 HM 103+99 - 107+40 (341 M) 1 Galian tanah 1,078.02 m3 6.1. 32,795.00 35,353,764.292 Cor beton mutu K-175 107.42 m3 6.22. 582,999.13 62,622,851.233 Begesting 859.32 bh 6.25. 90,219.00 77,526,991.084 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 949.13 m3 6.13. 353,140.00 335,174,002.50

510,677,609.09


169,351,563.23

23 HM 108+40 - 115+30 (690 M) 1 Galian tanah 1,990.89 m3 6.1. 32,795.00 65,291,237.552 Bongkaran beton bertulang 63.10 m3 6.29. 204,998.00 12,935,373.803 Bongkaran pasangan batu 90.00 m3 6.13'. 194,498.00 17,504,820.004 Balok beton bertulang 25/40 Precast K.250 304.00 bh Ls 903,831.33 274,764,724.025 Cor beton mutu K-175 70.20 m3 6.22. 582,999.13 40,926,538.716 Cor beton mutu K-225 22.40 m3 6.23. 622,364.60 13,940,967.117 Begesting 741.12 bh 6.25. 90,219.00 66,863,105.288 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,996.65 m3 6.13. 353,140.00 705,096,981.009 Angkur dia 12 mm, L = 40 cm 3,648.00 bh Ls 5,000.00 18,240,000.00


24 HM 115+30 - 119+32 (402 M) 1 Galian tanah 1,424.29 m3 6.1. 32,795.00 46,709,459.372 Cor beton mutu K-175 156.78 m3 6.22. 582,999.13 91,402,603.133 Begesting 1,254.24 bh 6.25. 90,219.00 113,156,278.564 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,236.15 m3 6.13. 353,140.00 436,534,011.005 Urugan sirtu 115.50 m3 6.10. 116,066.00 13,405,623.00

701,207,975.06



HARGAJUMLAH

SATUAN HARGA

25 HM 119+32 - 156+00 (3668 M) 1 Galian tanah 9,418.65 m3 6.1. 32,795.00 308,884,626.752 Bongkaran beton bertulang 85.32 m3 6.29. 204,998.00 17,490,429.363 Cor beton mutu K-175 85.32 m3 6.22. 582,999.13 49,741,485.514 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 9,553.40 m3 6.13. 353,140.00 3,373,687,676.005 Sayap Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 65.25 m3 6.13. 353,140.00 23,042,385.00

3,772,846,602.62

26 HM 157+35 - 191+41 (3406 M) 1 Galian tanah pada lantai 9,536.80 m3 6.4. 32,795.00 312,759,356.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 8,685.30 m3 6.13. 353,140.00 3,067,126,842.003 Siaran 1 : 2 28,951.00 m2 6.20. 21,987.50 636,560,112.504 Plesteran 1 : 3 290.50 m2 6.15. 28,638.80 8,319,571.405 Beton penahan tanah 228.25 m3 6.22. 582,999.13 133,069,550.73

4,157,835,432.63

27 HM 191+41 - 197+12 (571 M) 1 Galian tanah pada lantai dan beton 1,598.80 m3 6.4. 32,795.00 52,432,646.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,456.05 m3 6.13. 353,140.00 514,189,497.003 Siaran 1 : 2 4,853.50 m2 6.20. 21,987.50 106,716,331.254 Plesteran 1 : 3 103.95 m2 6.15. 28,638.80 2,977,003.265 Beton penahan tanah 66.83 m3 6.22. 582,999.13 38,961,831.66

715,277,309.17

28 HM 197+12 - 209+22 (1210 M) 1 Galian tanah pada lantai 1,456.65 m3 6.4. 32,795.00 47,770,836.752 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,456.65 m3 6.13. 353,140.00 514,401,381.003 Siaran 1 : 2 4,905.50 m2 6.20. 21,987.50 107,859,681.254 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15.00 m3 6.13. 353,140.00 5,297,100.005 Beton penahan tanah 160.88 m3 6.22. 582,999.13 93,792,899.55

769,121,898.55

29 HM 197+26 - 198+43 (130 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 161.85 m3 6.4. 32,795.00 5,307,870.752 Bongkaran beton bertulang 55.90 m3 6.29. 204,998.00 11,459,388.203 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 130.00 bh Ls 1,470,831.33 191,208,072.774 Balok beton bertulang 25/40 Precast K.250 42.00 bh Ls 903,831.33 37,960,915.825 Cor beton mutu K-175 53.95 m3 6.22. 582,999.13 31,452,802.906 Cor beton mutu K-225 62.22 m3 6.23. 622,364.60 38,723,525.617 Pembesian 2,522.94 kg 6.24. 11,719.55 29,567,721.488 Begesting 929.36 bh 6.25. 90,219.00 83,845,929.849 Angkur dia 12 mm, L = 40 cm 336.00 bh Ls 5,000.00 1,680,000.00


30 HM 199+50 - 200+25 (75 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 93.38 m3 6.4. 32,795.00 3,062,397.102 Bongkaran beton bertulang 32.25 m3 6.29. 204,998.00 6,611,185.503 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 75.00 bh Ls 1,470,831.33 110,312,349.684 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls 903,831.33 24,403,445.885 Cor beton mutu K-175 31.13 m3 6.22. 582,999.13 18,148,762.826 Cor beton mutu K-225 46.47 m3 6.23. 622,364.60 28,921,283.117 Pembesian 1,455.15 kg 6.24. 11,719.55 17,053,703.188 Begesting 620.76 bh 6.25. 90,219.00 56,004,346.449 Angkur dia 12 mm, L = 40 cm 240.00 bh Ls 5,000.00 1,200,000.00


31 HM 201+50- 203+00 (150 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 186.75 m3 6.4. 32,795.00 6,124,466.252 Bongkaran beton bertulang 640.50 m3 6.29. 204,998.00 131,301,219.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 150.00 bh Ls 1,470,831.33 220,624,699.354 Balok beton bertulang 25/40 Precast K.250 48.00 bh Ls 903,831.33 43,383,903.795 Cor beton mutu K-175 62.25 m3 6.22. 582,999.13 36,291,695.656 Cor beton mutu K-225 85.28 m3 6.23. 622,364.60 53,075,253.367 Pembesian 4,392.00 kg 6.24. 11,719.55 51,472,263.608 Begesting 1,180.24 bh 6.25. 90,219.00 106,480,072.569 Angkur dia 12 mm, L = 40 cm 384.00 bh Ls 5,000.00 1,920,000.00




HARGAJUMLAH

SATUAN HARGA



HARGAJUMLAH

SATUAN HARGA

32 HM 204+25- 204+75 (50 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 62.25 m3 6.4. 32,795.00 2,041,488.752 Bongkaran beton bertulang 21.50 m3 6.29. 204,998.00 4,407,457.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 50.00 bh Ls 1,470,831.33 73,541,566.454 Balok beton bertulang 25/40 Precast K.250 18.00 bh Ls 903,831.33 16,268,963.925 Cor beton mutu K-175 20.75 m3 6.22. 582,999.13 12,097,231.886 Cor beton mutu K-225 25.98 m3 6.23. 622,364.60 16,169,032.397 Pembesian 752.33 kg 6.24. 11,719.55 8,816,969.058 Begesting 373.84 bh 6.25. 90,219.00 33,727,470.969 Angkur dia 12 mm, L = 40 cm 144.00 bh Ls 5,000.00 720,000.00


33 HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri 1 Galian tanah pada lantai 124.50 m3 6.4. 32,795.00 4,082,977.502 Bongkaran beton bertulang 43.00 m3 6.29. 204,998.00 8,814,914.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.904 Balok beton bertulang 25/40 Precast K.250 33.00 bh Ls 903,831.33 29,826,433.865 Cor beton mutu K-175 41.50 m3 6.22. 582,999.13 24,194,463.776 Cor beton mutu K-225 2,527.31 m3 6.23. 622,364.60 1,572,908,285.257 Pembesian 1,940.37 kg 6.24. 11,719.55 22,740,263.238 Begesting 20,550.48 bh 6.25. 90,219.00 1,854,043,755.129 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.00


34 HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 149.40 m3 6.4. 32,795.00 4,899,573.002 Bongkaran beton bertulang 51.60 m3 6.29. 204,998.00 10,577,896.803 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 240.00 bh Ls 1,470,831.33 352,999,518.964 Balok beton bertulang 25/40 Precast K.250 39.00 bh Ls 903,831.33 35,249,421.835 Cor beton mutu K-175 49.80 m3 6.22. 582,999.13 29,033,356.526 Cor beton mutu K-225 98.88 m3 6.23. 622,364.60 61,539,411.967 Pembesian 3,782.88 kg 6.24. 11,719.55 44,333,651.308 Begesting 1,189.44 bh 6.25. 90,219.00 107,310,087.369 Angkur dia 12 mm, L = 40 cm 312.00 bh Ls 5,000.00 1,560,000.00


35 HM 209+22- 220+70 (1148 M) 1 Galian tanah pada lantai 1,668.00 m3 6.4. 32,795.00 54,702,060.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,087.20 m3 6.13. 353,140.00 383,933,808.003 Siaran 1 : 2 3,689.00 m2 6.20. 21,987.50 81,111,887.504 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 58.50 m3 6.13. 353,140.00 20,658,690.005 Beton penahan tanah 9.80 m3 6.22. 582,999.13 5,713,391.44

546,119,836.94

36 HM 210+75- 212+00 (100 M) = Bongkar Pasang Lining Kiri dan Kanan Lining Kiri

1 Bongkaran beton bertulang 33.75 m3 6.29. 204,998.00 6,918,682.502 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 75.00 bh Ls 1,470,831.33 110,312,349.683 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls 903,831.33 24,403,445.884 Cor beton mutu K-225 26.25 m3 6.23. 622,364.60 16,337,070.835 Pembesian 1,523.40 kg 6.24. 11,719.55 17,853,562.476 Begesting 210.00 bh 6.25. 90,219.00 18,945,990.007 Tiang pancang beton 12 - 300 62.00 bh 6.23+6.24+6.25 227,300.61 14,092,638.03

Lining Kanan 1 Galian tanah pada lantai 150.00 m3 6.4. 32,795.00 4,919,250.002 Bongkaran beton bertulang 56.25 m3 6.29. 204,998.00 11,531,137.503 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 125.00 bh Ls 1,470,831.33 183,853,916.134 Balok beton bertulang 25/40 Precast K.250 42.00 bh Ls 903,831.33 37,960,915.825 Cor beton mutu K-175 50.00 m3 6.22. 582,999.13 29,149,956.356 Cor beton mutu K-225 35.73 m3 6.23. 622,364.60 22,237,087.277 Pembesian 2,622.56 kg 6.24. 11,719.55 30,735,223.058 Begesting 685.84 bh 6.25. 90,219.00 61,875,798.969 Angkur dia 12 mm, L = 40 cm 336.00 bh Ls 5,000.00 1,680,000.00




HARGAJUMLAH

SATUAN HARGA

37 HM 213+00- 214+00 (100 M) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 120.00 m3 6.4. 32,795.00 3,935,400.002 Bongkaran beton bertulang 86.00 m3 6.29. 204,998.00 17,629,828.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 200.00 bh Ls 1,470,831.33 294,166,265.804 Balok beton bertulang 25/40 Precast K.250 33.00 bh Ls 903,831.33 29,826,433.865 Cor beton mutu K-175 40.00 m3 6.22. 582,999.13 23,319,965.086 Cor beton mutu K-225 56.57 m3 6.23. 622,364.60 35,207,165.607 Pembesian 3,084.79 kg 6.24. 11,719.55 36,152,350.648 Begesting 772.56 bh 6.25. 90,219.00 69,699,590.649 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.00



1 Galian tanah pada lantai 240.00 m3 6.4. 32,795.00 7,870,800.002 Bongkaran beton bertulang 90.00 m3 6.29. 204,998.00 18,449,820.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 200.00 bh Ls 1,470,831.33 294,166,265.804 Balok beton bertulang 25/40 Precast K.250 63.00 bh Ls 903,831.33 56,941,373.735 Cor beton mutu K-175 80.00 m3 6.22. 582,999.13 46,639,930.166 Cor beton mutu K-225 57.09 m3 6.23. 622,364.60 35,530,795.207 Pembesian 3,984.21 kg 6.24. 11,719.55 46,693,148.318 Begesting 1,096.72 bh 6.25. 90,219.00 98,944,981.689 Angkur dia 12 mm, L = 40 cm 504.00 bh Ls 5,000.00 2,520,000.00


1 Bongkaran beton bertulang 67.50 m3 6.29. 204,998.00 13,837,365.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 150.00 bh Ls 1,470,831.33 220,624,699.353 Cor beton mutu K-225 42.00 m3 6.23. 622,364.60 26,139,313.334 Pembesian 2,988.30 kg 6.24. 11,719.55 35,021,531.275 Begesting 336.00 bh 6.25. 90,219.00 30,313,584.006 Angkur dia 12 mm, L = 40 cm 384.00 bh Ls 5,000.00 1,920,000.007 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

981,982,932.96



Lining Kanan (100 m) 1 Galian tanah pada lantai 180.00 m3 6.4. 32,795.00 5,903,100.002 Bongkaran beton bertulang 45.00 m3 6.29. 204,998.00 9,224,910.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.904 Balok beton bertulang 25/40 Precast K.250 48.00 bh Ls 903,831.33 43,383,903.795 Cor beton mutu K-175 60.00 m3 6.22. 582,999.13 34,979,947.626 Cor beton mutu K-225 28.83 m3 6.23. 622,364.60 17,942,771.517 Pembesian 2,823.60 kg 6.24. 11,719.55 33,091,321.388 Begesting 710.64 bh 6.25. 90,219.00 64,113,230.169 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.00






HARGAJUMLAH

SATUAN HARGA

Lining Kanan (100 m) 1 Galian tanah pada lantai 144.00 m3 6.4. 32,795.00 4,722,480.002 Bongkaran beton bertulang 45.00 m3 6.29. 204,998.00 9,224,910.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.904 Balok beton bertulang 25/40 Precast K.250 39.00 bh Ls 903,831.33 35,249,421.835 Cor beton mutu K-175 48.00 m3 6.22. 582,999.13 27,983,958.106 Cor beton mutu K-225 28.68 m3 6.23. 622,364.60 17,849,416.827 Pembesian 2,023.60 kg 6.24. 11,719.55 23,715,681.388 Begesting 613.44 bh 6.25. 90,219.00 55,343,943.369 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.00


41 HM 222+06 - 241+73 (1967 M) 1 Galian tanah pada lantai dan beton 823.68 m3 6.4. 32,795.00 27,012,585.602 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 844.98 m3 6.13. 353,140.00 298,396,237.203 Siaran 1 : 2 2,806.60 m2 6.20. 21,987.50 61,710,117.504 Plesteran 1 : 3 58.80 m2 6.15. 28,638.80 1,683,961.445 Beton penahan tanah 54.60 m3 6.22. 582,999.13 31,831,752.33

420,634,654.07


1 Galian tanah pada lantai 3.85 m3 6.4. 32,795.00 126,260.752 Bongkaran beton bertulang 96.00 m3 6.29. 204,998.00 19,679,808.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 200.00 bh Ls 1,470,831.33 294,166,265.804 Balok beton bertulang 25/40 Precast K.250 63.00 bh Ls 903,831.33 56,941,373.735 Cor beton mutu K-175 78.00 m3 6.22. 582,999.13 45,473,931.906 Cor beton mutu K-225 62.67 m3 6.23. 622,364.60 39,003,589.687 Pembesian 4,296.87 kg 6.24. 11,719.55 50,357,382.818 Begesting 1,125.36 bh 6.25. 90,219.00 101,528,853.849 Angkur dia 12 mm, L = 40 cm 504.00 bh Ls 5,000.00 2,520,000.00


1 Bongkaran beton bertulang 72.00 m3 6.29. 204,998.00 14,759,856.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 150.00 bh Ls 1,470,831.33 220,624,699.353 Cor beton mutu K-225 46.50 m3 6.23. 622,364.60 28,939,954.054 Pembesian 3,222.30 kg 6.24. 11,719.55 37,763,905.965 Begesting 372.00 bh 6.25. 90,219.00 33,561,468.006 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

1,010,000,724.10


1 Bongkaran beton bertulang 72.00 m3 6.29. 204,998.00 14,759,856.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 150.00 bh Ls 1,470,831.33 220,624,699.353 Cor beton mutu K-225 46.50 m3 6.23. 622,364.60 28,939,954.054 Pembesian 322.30 kg 6.24. 11,719.55 3,777,210.975 Begesting 372.00 bh 6.25. 90,219.00 33,561,468.006 Angkur dia 12 mm, L = 40 cm 384.00 bh Ls 5,000.00 1,920,000.007 Tiang pancang beton 12 - 300 122.00 bh 6.23+6.24+6.25 227,300.61 27,730,674.84

Lining Kiri (80 m) 1 Bongkaran beton bertulang 38.40 m3 6.29. 204,998.00 7,871,923.202 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 80.00 bh Ls 1,470,831.33 117,666,506.323 Cor beton mutu K-225 24.80 m3 6.23. 622,364.60 15,434,642.164 Pembesian 1,647.83 kg 6.24. 11,719.55 19,311,826.085 Begesting 198.40 bh 6.25. 90,219.00 17,899,449.606 Angkur dia 12 mm, L = 40 cm 216.00 bh Ls 5,000.00 1,080,000.007 Tiang pancang beton 12 - 300 66.00 bh 6.23+6.24+6.25 227,300.61 15,001,840.49

Lining Kanan (120 m) 1 Bongkaran beton bertulang 57.60 m3 6.29. 204,998.00 11,807,884.802 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 120.00 bh Ls 1,470,831.33 176,499,759.483 Cor beton mutu K-225 37.80 m3 6.23. 622,364.60 23,525,382.004 Pembesian 2,577.84 kg 6.24. 11,719.55 30,211,124.775 Begesting 297.60 bh 6.25. 90,219.00 26,849,174.406 Angkur dia 12 mm, L = 40 cm 312.00 bh Ls 5,000.00 1,560,000.007 Tiang pancang beton 12 - 300 98.00 bh 6.23+6.24+6.25 227,300.61 22,275,460.12



HARGAJUMLAH

SATUAN HARGA

Lining Kanan (125 m) 1 Galian tanah pada lantai 4.68 m3 6.4. 32,795.00 153,480.602 Bongkaran beton bertulang 60.00 m3 6.29. 204,998.00 12,299,880.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 125.00 bh Ls 1,470,831.33 183,853,916.134 Balok beton bertulang 25/40 Precast K.250 123.00 bh Ls 903,831.33 111,171,253.475 Cor beton mutu K-175 156.00 m3 6.22. 582,999.13 90,947,863.816 Cor beton mutu K-225 40.06 m3 6.23. 622,364.60 24,931,926.007 Pembesian 2,674.72 kg 6.24. 11,719.55 31,346,514.788 Begesting 1,568.48 bh 6.25. 90,219.00 141,506,697.129 Angkur dia 12 mm, L = 40 cm 336.00 bh Ls 5,000.00 1,680,000.00


44 HM 229+20 - 230+00 (80 m) = Bongkar Pasang Lining Kiri dan Kanan 1 Galian tanah pada lantai 93.60 m3 6.4. 32,795.00 3,069,612.002 Bongkaran beton bertulang 7.68 m3 6.29. 204,998.00 1,574,384.643 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 80.00 bh Ls 1,470,831.33 117,666,506.324 Balok beton bertulang 25/40 Precast K.250 27.00 bh Ls 903,831.33 24,403,445.885 Cor beton mutu K-175 31.20 m3 6.22. 582,999.13 18,189,572.766 Cor beton mutu K-225 28.89 m3 6.23. 622,364.60 17,980,113.397 Pembesian 2,688.79 kg 6.24. 11,719.55 31,511,408.848 Begesting 488.72 bh 6.25. 90,219.00 44,091,829.689 Angkur dia 12 mm, L = 40 cm 216.00 bh Ls 5,000.00 1,080,000.00



1 Bongkaran beton bertulang 60.00 m3 6.29. 204,998.00 12,299,880.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 125.00 bh Ls 1,470,831.33 183,853,916.133 Balok beton bertulang 25/40 Precast K.250 51.00 bh Ls 903,831.33 46,095,397.784 Cor beton mutu K-175 62.40 m3 6.22. 582,999.13 36,379,145.525 Cor beton mutu K-225 63.67 m3 6.23. 622,364.60 39,625,954.286 Pembesian 2,685.72 kg 6.24. 11,719.55 31,475,429.837 Begesting 813.52 bh 6.25. 90,219.00 73,394,960.888 Angkur dia 12 mm, L = 40 cm 336.00 bh Ls 5,000.00 1,680,000.009 Tiang pancang beton 12 - 300 102.00 bh 6.23+6.24+6.25 227,300.61 23,184,662.57


630,986,926.71



Lining Kanan (300 m) 1 Bongkaran beton bertulang 144.00 m3 6.29. 204,998.00 29,519,712.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 30.00 bh Ls 1,470,831.33 44,124,939.873 Balok beton bertulang 25/40 Precast K.250 93.00 bh Ls 903,831.33 84,056,313.604 Cor beton mutu K-175 117.00 m3 6.22. 582,999.13 68,210,897.865 Cor beton mutu K-225 93.99 m3 6.23. 622,364.60 58,496,049.056 Pembesian 6,444.60 kg 6.24. 11,719.55 75,527,811.937 Begesting 1,687.92 bh 6.25. 90,219.00 152,282,454.488 Angkur dia 12 mm, L = 40 cm 744.00 bh Ls 5,000.00 3,720,000.009 Tiang pancang beton 12 - 300 242.00 bh 6.23+6.24+6.25 227,300.61 55,006,748.46

1,118,668,463.94



HARGAJUMLAH

SATUAN HARGA


1 Bongkaran beton bertulang 57.60 m3 6.29. 204,998.00 11,807,884.802 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 120.00 bh Ls 1,470,831.33 176,499,759.483 Balok beton bertulang 25/40 Precast K.250 105.00 bh Ls 903,831.33 94,902,289.554 Cor beton mutu K-175 130.65 m3 6.22. 582,999.13 76,168,835.945 Cor beton mutu K-225 138.82 m3 6.23. 622,364.60 86,396,654.216 Pembesian 2,577.84 kg 6.24. 11,719.55 30,211,124.777 Begesting 2,155.76 bh 6.25. 90,219.00 194,490,511.448 Angkur dia 12 mm, L = 40 cm 312.00 bh Ls 5,000.00 1,560,000.009 Tiang pancang beton 12 - 300 98.00 bh 6.23+6.24+6.25 227,300.61 22,275,460.12

Lining Kiri (100 m) 1 Bongkaran beton bertulang 48.00 m3 6.29. 204,998.00 9,839,904.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.903 Cor beton mutu K-225 31.00 m3 6.23. 622,364.60 19,293,302.704 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.815 Begesting 248.00 bh 6.25. 90,219.00 22,374,312.006 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.007 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30



1,424,963,446.83


1 Bongkaran beton bertulang 110.40 m3 6.29. 204,998.00 22,631,779.202 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 230.00 bh Ls 1,470,831.33 338,291,205.673 Balok beton bertulang 25/40 Precast K.250 72.00 bh Ls 903,831.33 65,075,855.694 Cor beton mutu K-175 89.70 m3 6.22. 582,999.13 52,295,021.695 Cor beton mutu K-225 139.92 m3 6.23. 622,364.60 87,081,255.286 Pembesian 4,941.33 kg 6.24. 11,719.55 57,910,164.007 Begesting 1,294.16 bh 6.25. 90,219.00 116,757,821.048 Angkur dia 12 mm, L = 40 cm 576.00 bh Ls 5,000.00 2,880,000.009 Tiang pancang beton 12 - 300 186.00 bh 6.23+6.24+6.25 227,300.61 42,277,914.10


1,126,192,019.27





HARGAJUMLAH

SATUAN HARGA

Lining Kanan (50 m) 1 Bongkaran beton bertulang 24.00 m3 6.29. 204,998.00 4,919,952.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 65.25 bh Ls 1,470,831.33 95,971,744.223 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15.00 m3 6.13. 353,140.00 5,297,100.004 Cor beton mutu K-225 15.50 m3 6.23. 622,364.60 9,646,651.355 Pembesian 1,077.57 kg 6.24. 11,719.55 12,628,635.496 Begesting 124.00 bh 6.25. 90,219.00 11,187,156.007 Angkur dia 12 mm, L = 40 cm 144.00 bh Ls 5,000.00 720,000.008 Tiang pancang beton 12 - 300 42.00 bh 6.23+6.24+6.25 227,300.61 9,546,625.77


Lantai (300 m) 1 Balok beton bertulang 25/40 Precast K.250 93.00 bh Ls 903,831.33 84,056,313.602 Cor beton mutu K-175 117.00 m3 6.22. 582,999.13 68,210,897.863 Cor beton mutu K-225 0.90 m3 6.23. 622,364.60 560,128.144 Begesting 943.94 bh 6.25. 90,219.00 85,161,322.86

1,216,117,699.27


1 Pasangan batu 1 PC : 4 Ps (batu tersedia) 436.20 m3 6.13. 353,140.00 154,039,668.002 Bongkaran pasangan batu 259.20 m3 6.13'. 194,498.00 50,413,881.603 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 180.00 bh Ls 1,470,831.33 264,749,639.224 Cor beton mutu K-225 109.51 m3 6.23. 622,364.60 68,155,147.695 Pembesian 3,866.76 kg 6.24. 11,719.55 45,316,687.166 Begesting 876.08 bh 6.25. 90,219.00 79,039,061.527 Angkur dia 12 mm, L = 40 cm 456.00 bh Ls 5,000.00 2,280,000.008 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

Lining Kanan (60 m) 1 Pasangan batu 1 PC : 4 Ps (batu tersedia) 90.00 m3 6.13. 353,140.00 31,782,600.002 Bongkaran pasangan batu 86.40 m3 6.13'. 194,498.00 16,804,627.203 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 60.00 bh Ls 1,470,831.33 88,249,879.744 Cor beton mutu K-225 18.60 m3 6.23. 622,364.60 11,575,981.625 Pembesian 1,288.92 kg 6.24. 11,719.55 15,105,562.396 Begesting 148.80 bh 6.25. 90,219.00 13,424,587.207 Angkur dia 12 mm, L = 40 cm 216.00 bh Ls 5,000.00 1,080,000.008 Tiang pancang beton 12 - 300 99.00 bh 6.23+6.24+6.25 227,300.61 22,502,760.73

883,158,734.37


1 Galian tanah 234.00 m3 6.4. 32,795.00 7,674,030.002 Bongkaran pasangan batu 67.50 m3 6.13'. 194,498.00 13,128,615.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 309.00 m3 6.13. 353,140.00 109,120,260.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.905 Balok beton bertulang 25/40 Precast K.250 99.00 bh Ls 903,831.33 89,479,301.576 Cor beton mutu K-225 31.35 m3 6.23. 622,364.60 19,511,130.317 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.818 Begesting 250.80 bh 6.25. 90,219.00 22,626,925.209 Angkur dia 12 mm, L = 40 cm 264.00 bh Ls 5,000.00 1,320,000.00


52 HM 241+73 - 251+14 (941 m) 1 Galian tanah pada lantai dan beton 1,544.40 m3 6.4. 32,795.00 50,648,598.002 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 1,634.40 m3 6.13. 353,140.00 577,172,016.003 Siaran 1 : 2 5,448.00 m2 6.20. 21,987.50 119,787,900.004 Plesteran 1 : 3 231.00 m2 6.15. 16,592.50 3,832,867.505 Beton penahan tanah 161.70 m3 6.22. 582,999.13 94,270,958.83

845,712,340.33



HARGAJUMLAH

SATUAN HARGA

53 HM 251+14 - 251+ 94 = Bongkar Pasang Lining Kiri 1 Galian tanah 187.20 m3 6.4. 32,795.00 6,139,224.002 Bongkaran pasangan batu 115.20 m3 6.13'. 194,498.00 22,406,169.603 Pasangan batu 1 PC : 4 Ps (batu tersedia) 187.20 m3 6.13. 353,140.00 66,107,808.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 80.00 bh Ls 1,470,831.33 117,666,506.325 Cor beton mutu K-225 45.09 m3 6.23. 622,364.60 28,062,419.966 Pembesian 1,719.03 kg 6.24. 11,719.55 20,146,258.047 Begesting 360.72 bh 6.25. 90,219.00 32,543,797.688 Angkur dia 12 mm, L = 40 cm 216.00 bh Ls 5,000.00 1,080,000.009 Tiang pancang beton 12 - 300 99.00 bh 6.23+6.24+6.25 227,300.61 22,502,760.73

316,654,944.33

54 HM 251+30 - 252+17 (87 m) 1 Galian tanah pada lantai dan beton 49.14 m3 6.4. 32,795.00 1,611,546.302 Pasangan batu 1 PC : 4 Ps (batu tersedia) 74.34 m3 6.13. 353,140.00 26,252,427.603 Siaran 1 : 2 247.80 m2 6.20. 21,987.50 5,448,502.504 Plesteran 1 : 3 7.35 m2 6.15. 16,592.50 121,954.885 Beton penahan tanah 5.15 m3 6.22. 582,999.13 3,002,445.50

36,436,876.78

55 HM 252+17 - 260+00 1 Galian tanah pada lantai dan beton 1,151.28 m3 6.4. 32,795.00 37,756,227.602 Pasangan batu 1 PC : 4 Ps (batu tersedia) 1,806.87 m3 6.13. 353,140.00 638,078,071.803 Siaran 1 : 2 6,022.90 m2 6.20. 21,987.50 132,428,513.754 Plesteran 1 : 3 186.55 m2 6.15. 16,592.50 3,095,330.885 Beton penahan tanah 157.24 m3 6.22. 582,999.13 91,670,782.73

903,028,926.75

56 HM 252+17 - 252+67 (50 m) = Bongkar Pasang Lining Kanan 1 Galian tanah 108.00 m3 6.4. 32,795.00 3,541,860.002 Bongkaran pasangan batu 67.50 m3 6.13'. 194,498.00 13,128,615.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 130.50 m3 6.13. 353,140.00 46,084,770.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 50.00 bh Ls 1,470,831.33 73,541,566.455 Balok beton bertulang 25/40 Precast K.250 12.00 bh Ls 903,831.33 10,845,975.956 Cor beton mutu K-225 15.31 m3 6.23. 622,364.60 9,528,402.077 Pembesian 996.49 kg 6.24. 11,719.55 11,678,414.388 Begesting 122.51 bh 6.25. 90,219.00 11,052,729.699 Angkur dia 12 mm, L = 40 cm 108.00 bh Ls 5,000.00 540,000.00



1 Bongkaran pasangan batu 48.00 m3 6.13'. 194,498.00 9,335,904.002 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.903 Balok beton bertulang 25/40 Precast K.250 22.00 bh Ls 903,831.33 19,884,289.244 Cor beton mutu K-175 36.00 m3 6.22. 582,999.13 20,987,968.575 Cor beton mutu K-225 45.66 m3 6.23. 622,364.60 28,417,167.786 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.817 Begesting 365.28 bh 6.25. 90,219.00 32,955,196.328 Angkur dia 12 mm, L = 40 cm 198.00 bh Ls 5,000.00 990,000.009 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

Lining Kanan (80 m) 1 Bongkaran pasangan batu 38.40 m3 6.13'. 194,498.00 7,468,723.202 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 80.00 bh Ls 1,470,831.33 117,666,506.323 Cor beton mutu K-175 24.88 m3 6.22. 582,999.13 14,505,018.284 Pembesian 1,719.03 kg 6.24. 11,719.55 20,146,258.045 Begesting 199.04 bh 6.25. 90,219.00 17,957,189.766 Tiang pancang beton 12 - 300 66.00 bh 6.23+6.24+6.25 227,300.61 15,001,840.49

496,216,478.01



HARGAJUMLAH

SATUAN HARGA

58 HM 257+00 - 258+ 00 (100 m) = Bongkar Pasang Lining Kanan 1 Galian tanah 108.00 m3 6.4. 32,795.00 3,541,860.002 Bongkaran pasangan batu 48.00 m3 6.13'. 194,498.00 9,335,904.003 Pasangan batu 1 PC : 4 Ps (batu tersedia) 174.00 m3 6.13. 353,140.00 61,446,360.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.905 Balok beton bertulang 25/40 Precast K.250 22.00 bh Ls 903,831.33 19,884,289.246 Cor beton mutu K-225 58.41 m3 6.23. 622,364.60 36,352,316.477 Pembesian 2,148.43 kg 6.24. 11,719.55 25,178,632.818 Begesting 267.27 bh 6.25. 90,219.00 24,112,832.139 Angkur dia 12 mm, L = 40 cm 1,983.00 bh Ls 5,000.00 9,915,000.00


59 HM 265+70 - 266+40 = 70 m 1 Galian tanah pada lantai dan beton 91.00 m3 6.4. 32,795.00 2,984,345.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 73.50 m3 6.13. 353,140.00 25,955,790.003 Siaran 1 : 2 245.00 m2 6.20. 21,987.50 5,386,937.504 Plesteran 1 : 3 24.50 m2 6.15. 28,638.80 701,650.605 Beton penahan tanah 19.25 m3 6.22. 582,999.13 11,222,733.19

46,251,456.29


198,661,456.00

61 HM 270+52 - 273+50 = 298 m 1 Galian tanah pada lantai dan beton 360.58 m3 6.4. 32,795.00 11,825,221.102 Pasangan batu 1 PC : 4 Ps (batu tersedia) 286.08 m3 6.13. 353,140.00 101,026,291.203 Siaran 1 : 2 953.60 m2 6.20. 21,987.50 20,967,280.004 Plesteran 1 : 3 67.05 m2 6.15. 28,638.80 1,920,231.545 Beton penahan tanah 104.30 m3 6.22. 582,999.13 60,806,808.94

196,545,832.78

62 HM 273+50 - 280+53 = 703 m 1 Galian tanah pada lantai dan beton 724.09 m3 6.4. 32,795.00 23,746,531.552 Pasangan batu 1 PC : 4 Ps (batu tersedia) 584.34 m3 6.13. 353,140.00 206,353,827.603 Siaran 1 : 2 1,827.80 m2 6.20. 21,987.50 40,188,752.504 Plesteran 1 : 3 246.05 m2 6.15. 28,638.80 7,046,576.745 Beton penahan tanah 158.18 m3 6.22. 582,999.13 92,218,801.91

369,554,490.30

63 HM 280+53 - 284+03 = 350 m 1 Galian tanah pada lantai dan beton 273.00 m3 6.4. 32,795.00 8,953,035.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 273.00 m3 6.13. 353,140.00 96,407,220.003 Siaran 1 : 2 910.00 m2 6.20. 21,987.50 20,008,625.00

125,368,880.00


341,003,353.60


345,219,054.40

SUB TOTAL I 67,324,678,849.91

II SALURAN SEKUNDER TOMPE 1 HM 0+00 - 1+10 (110 m) 1 Galian tanah 0.64 m3 6.4. 32,795.00 20,956.012 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 222.00 bh Ls 808,831.33 179,560,555.04

179,581,511.04

SUB TOTAL II 179,581,511.04



HARGAJUMLAH

SATUAN HARGA



HARGAJUMLAH

SATUAN HARGA

III SALURAN SEKUNDER BRAKAS 1 HM 3+91 - 8+09 = 418 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.26+0.30) t=8 836.00 bh Ls 721,831.33 603,450,991.04

603,450,991.04

2 HM 8+09 - 10+06 = 197 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.26+0.30) t=8 394.00 bh Ls 721,831.33 284,401,543.63

284,401,543.63


316,162,122.10

4 HM 12+25 - 18+36 = 219 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.26+0.30) t=8 1,222.00 bh Ls 721,831.33 882,077,884.04

882,077,884.04

SUB TOTAL III 2,086,092,540.81

IV SALURAN SEKUNDER BOTOSIMAN 1 HM 0+00 - 5+00 = 500 m (kanan/kiri) 1 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 881.25 m3 6.13. 353,140.00 311,204,625.002 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 400.00 bh Ls 808,831.33 323,532,531.603 Angkur dia 12 mm, L = 40 cm 420.00 bh Ls 5,000.00 2,100,000.00

636,837,156.60

2 HM 5+00 - 32+81 = 500 m (kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 5,562.00 bh Ls 808,831.33 4,498,719,851.902 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 4,080.37 m3 6.13. 353,140.00 1,440,941,861.80

5,939,661,713.70

3 HM 32+81 - 41+80 = 799 m (Lining Kiri) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 799.00 bh Ls 808,831.33 646,256,231.872 Tiang pancang beton 12 - 300 640.00 bh 6.23+6.24+6.25 227,300.61 145,472,392.62

791,728,624.49

4 HM 32+81 - 44+87 = 1206 m (Lining Kanan) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 1,206.00 bh Ls 808,831.33 975,450,582.772 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 176.62 m3 6.13. 353,140.00 62,371,586.803 Tiang pancang beton 12 - 300 1,206.00 bh 6.23+6.24+6.25 227,300.61 274,124,539.84

1,311,946,709.41

5 HM 46+00 - 51+00 = 500 m (Lining Kiri) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 500.00 bh Ls 808,831.33 404,415,664.502 Tiang pancang beton 12 - 300 400.00 bh 6.23+6.24+6.25 227,300.61 90,920,245.39

495,335,909.89

6 HM 46+00 - 52+00 = 600 m (Lining Kanan) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 600.00 bh Ls 808,831.33 485,298,797.402 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 892.12 m3 6.13. 353,140.00 315,043,256.803 Tiang pancang beton 12 - 300 480.00 bh 6.23+6.24+6.25 227,300.61 109,104,294.46

909,446,348.66

7 HM 52+00 - 58+63 = 663 m (Lining Kanan) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 663.00 bh Ls 808,831.33 536,255,171.132 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,126.86 m3 6.13. 353,140.00 397,939,340.403 Tiang pancang beton 12 - 300 532.00 bh 6.23+6.24+6.25 227,300.61 120,923,926.36

1,055,118,437.89



HARGAJUMLAH

SATUAN HARGA

8 HM 58+63 - 66+21 = 758 m (Lining Kanan) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 758.00 bh Ls 808,831.33 613,094,147.382 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,278.22 m3 6.13. 353,140.00 451,390,610.803 Tiang pancang beton 12 - 300 608.00 bh 6.23+6.24+6.25 227,300.61 138,198,772.99

1,202,683,531.17

9 HM 66+21 - 70+35 = 414 m (Lining Kanan) 1 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 414.00 bh Ls 808,831.33 334,856,170.212 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 706.38 m3 6.13. 353,140.00 249,451,033.203 Tiang pancang beton 12 - 300 332.00 bh 6.23+6.24+6.25 227,300.61 75,463,803.67

659,771,007.08

SUB TOTAL IV 13,002,529,438.88

V SALURAN SEKUNDER LUWUK HM 01+07 - 06+37 Lining Kiri

1 Galian tanah 159.48 m3 6.4. 32,795.00 5,230,146.602 Lining beton Precast K-250, uk : (100x1.20+0.40) t=8 443.00 bh Ls 721,831.33 319,771,278.75

Lining Kanan 1 Galian tanah 150.12 m3 6.4. 32,795.00 4,923,185.402 Lining beton Precast K-250, uk : (100x1.20+0.40) t=8 417.00 bh Ls 721,831.33 301,003,664.19

630,928,274.94

SUB TOTAL IV 630,928,274.94

VI SALURAN SEKUNDER NGACIR 1 HM 1+00 - 1+43 (43 m) 1 Galian tanah 18.06 m3 6.4. 32,795.00 592,277.702 Lining beton Precast K-250, uk : (100x1.30+0.30) t=8 44.00 bh Ls 721,831.33 31,760,578.48

32,352,856.18

2 HM 1+43 - 1+93 (50 m) 1 Galian tanah 13.50 m3 6.4. 32,795.00 442,732.502 Lining beton Precast K-250, uk : (100x1.30+0.30) t=8 51.00 bh Ls 721,831.33 36,813,397.78

37,256,130.28

3 HM 1+93 - 10+43 (850 m) 1 Galian tanah 357.00 m3 6.4. 32,795.00 11,707,815.002 Lining beton Precast K-250, uk : (100x1.30+0.30) t=8 851.00 bh Ls 721,831.33 614,278,460.98

625,986,275.98


261,576,725.83


538,989,454.27


120,554,331.89


139,676,788.34



HARGAJUMLAH

SATUAN HARGA


184,854,698.04

SUB TOTAL VI 1,941,247,260.80

VII SALURAN SEKUNDER GEMPOLDENOK 1 HM 1+75 - 12+00 (1025 m) 1 Galian tanah 379.25 m3 6.4. 32,795.00 12,437,503.752 Lining beton Precast K-250, uk : (100x0.90+0.30) t=8 1,026.00 bh Ls 509,544.42 522,792,573.89

535,230,077.64


443,936,328.07


104,123,768.22


52,677,401.32

SUB TOTAL VII 1,135,967,575.25

VIII SALURAN SEKUNDER GENETAN 1 HM 0+00 - 26+00 1 Galian tanah 1,029.10 m3 6.4. 32,795.00 33,749,334.502 Lining beton Precast K-250, uk : (100x1.10+0.30) t=8 2,511.00 bh Ls 684,831.33 1,719,611,467.12

1,753,360,801.62

SUB TOTAL VIII 1,753,360,801.62

IX SALURAN SEKUNDER WEDEAN 1 HM 0+00 - 19+80 (1980 m) 1 Galian tanah 554.40 m3 6.4. 32,795.00 18,181,548.002 Lining beton Precast K-250, uk : (100x0.90+0.30) t=8 1,981.00 bh Ls 509,544.42 1,009,407,494.04

1,027,589,042.04


99,628,472.53


144,533,315.50

SUB TOTAL IX 1,271,750,830.07

X SALURAN SEKUNDER KAMPEK 1 HM 0+00 - 17+30 (1730 m) 1 Galian tanah 657.40 m3 6.4. 32,795.00 21,559,433.002 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 1,731.00 bh Ls 721,831.33 1,249,490,030.50

1,271,049,463.50


220,275,566.60



HARGAJUMLAH

SATUAN HARGA


123,348,833.97

SUB TOTAL X 1,614,673,864.07

XI SALURAN SEKUNDER WILALUNG 1 HM 0+00 - 01+30 1 Galian tanah 25.35 m3 6.4. 32,795.00 831,353.252 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 131.00 bh Ls 721,831.33 94,559,904.10

95,391,257.35

2 HM 1+30 - 6+89 (559 m) 1 Galian tanah 176.09 m3 6.4. 32,795.00 5,774,707.582 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 1,120.00 bh Ls 721,831.33 808,451,088.48

814,225,796.06


161,659,855.56


233,452,891.94

SUB TOTAL XI 1,304,729,800.91

SALURAN SUPLESI GLAPAN - SEDADI 1 HM 37+00 - 18+18 = 1882 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 3,764.00 bh Ls 1,470,831.33 5,536,209,122.362 Tiang pancang beton 12 - 300 1,506.00 bh 6.23+6.24+6.25 227,300.61 342,314,723.88

5,878,523,846.23

2 HM 18+18 - 13+00 = 518 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 1,038.00 bh Ls 1,470,831.33 1,526,722,919.502 Tiang pancang beton 12 - 300 418.00 bh 6.23+6.24+6.25 227,300.61 95,011,656.43

1,621,734,575.93


1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 2,200.00 bh Ls 1,470,831.33 3,235,828,923.802 Tiang pancang beton 12 - 300 880.00 bh 6.23+6.24+6.25 227,300.61 200,024,539.85

Sal. Gendong 1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 2,200.00 bh Ls 1,470,831.33 3,235,828,923.802 Tiang pancang beton 12 - 300 880.00 bh 6.23+6.24+6.25 227,300.61 200,024,539.853 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 482.62 m3 6.13. 353,140.00 170,432,426.80

7,042,139,354.10


1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 34.00 bh Ls 1,470,831.33 50,008,265.192 Tiang pancang beton 12 - 300 14.00 bh 6.23+6.24+6.25 227,300.61 3,182,208.59

Sal. Gendong 1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 34.00 bh Ls 1,470,831.33 50,008,265.192 Tiang pancang beton 12 - 300 14.00 bh 6.23+6.24+6.25 227,300.61 3,182,208.593 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 8.77 m3 6.13. 353,140.00 3,097,037.80

109,477,985.35

SUB TOTAL 14,651,875,761.61



HARGAJUMLAH

SATUAN HARGA

PEKERJAAN NORMALISASI SALURAN

I NORMALISASI SALURAN INDUK SEDADI 1 PATOK S.0 - S.27 1 Galian Tanah Alur 27,770.00 m3 ALT. 1 11,886.00 330,074,220.002 Timbunan Tanah Urug 319.00 m3 6.9. 53,744.00 17,144,336.00

347,218,556.00

2 PATOK S.28 - S.55 1 Galian Tanah Alur 22,394.00 m3 ALT. 1 11,886.00 266,175,084.002 Timbunan Tanah Urug 9,669.00 m3 6.9. 53,744.00 519,650,736.00

785,825,820.00


612,020,082.00


955,281,926.00


640,995,750.00


669,814,440.00


639,269,446.00


423,008,762.00


914,169,434.00


658,170,960.00

11 PATOK S.281 - S.304+95 1 Galian Tanah Alur 4,683.00 m3 ALT. 1 11,886.00 55,662,138.002 Timbunan Tanah Urug 2,218.00 m3 6.9. 53,744.00 119,204,192.00

174,866,330.00

SUB TOTAL 6,820,641,506.00

II NORMALISASI SALURAN SEKUNDER TOMPE 1 PATOK T.0 - T.15+70 1 Galian Tanah Alur 64.00 m3 ALT. 1 11,886.00 760,704.002 Timbunan Tanah Urug 542.00 m3 6.9. 53,744.00 29,129,248.00

29,889,952.00

SUB TOTAL 29,889,952.00



HARGAJUMLAH

SATUAN HARGA

III NORMALISASI SALURAN SEKUNDER BRAKAS 2 PATOK BRK.0 - BRK.4+90 1 Galian Tanah Alur 109.00 m3 ALT. 1 11,886.00 1,295,574.002 Timbunan Tanah Urug 584.00 m3 6.9. 53,744.00 31,386,496.00

32,682,070.00

SUB TOTAL 32,682,070.00

IV NORMALISASI SALURAN SEKUNDER BOTOSIMAN 1 PATOK BS.0 - BS.27 1 Galian Tanah Alur 4,263.00 m3 ALT. 1 11,886.00 50,670,018.002 Timbunan Tanah Urug 542.00 m3 6.9. 53,744.00 29,129,248.00

79,799,266.00

2 PATOK BS.28 - BS.55 1 Galian Tanah Alur 2,606.00 m3 ALT. 1 11,886.00 30,974,916.002 Timbunan Tanah Urug 5,486.00 m3 6.9. 53,744.00 294,839,584.00

325,814,500.00

3 PATOK BS.28 - BS.55 1 Galian Tanah Alur 4,883.00 m3 ALT. 1 11,886.00 58,039,338.002 Timbunan Tanah Urug 2,924.00 m3 6.9. 53,744.00 157,147,456.00

215,186,794.00

SUB TOTAL 620,800,560.00

V NORMALISASI SALURAN SEKUNDER LUWUK 1 PATOK LW.0 - LW.06+37 1 Galian Tanah Alur 261.00 m3 ALT. 1 11,886.00 3,102,246.002 Timbunan Tanah Urug 76.00 m3 6.9. 53,744.00 4,084,544.00

7,186,790.00

SUB TOTAL 7,186,790.00

VI NORMALISASI SALURAN SEKUNDER NGACIR 1 PATOK NC.0 - NC.27+42 1 Galian Tanah Alur 960.00 m3 ALT. 1 11,886.00 11,410,560.002 Timbunan Tanah Urug 2,402.00 m3 6.9. 53,744.00 129,093,088.00

140,503,648.00

SUB TOTAL 140,503,648.00

VII NORMALISASI SALURAN SEKUNDER GEMPOLDENOK 1 PATOK GD.0 - GD.26+03 1 Galian Tanah Alur 413.00 m3 ALT. 1 11,886.00 4,908,918.002 Timbunan Tanah Urug 664.00 m3 6.9. 53,744.00 35,686,016.00

40,594,934.00

SUB TOTAL 40,594,934.00

VIII NORMALISASI SALURAN SEKUNDER GENETAN 1 PATOK GT.0 - GT.26 1 Galian Tanah Alur 1,621.00 m3 ALT. 1 11,886.00 19,267,206.002 Timbunan Tanah Urug 1,235.00 m3 6.9. 53,744.00 66,373,840.00

85,641,046.00

SUB TOTAL 85,641,046.00



HARGAJUMLAH

SATUAN HARGA

IX NORMALISASI SALURAN SEKUNDER WEDEAN 1 PATOK WD.0 - WD.24+48 1 Galian Tanah Alur 655.00 m3 ALT. 1 11,886.00 7,785,330.002 Timbunan Tanah Urug 506.00 m3 6.9. 53,744.00 27,194,464.00

34,979,794.00

SUB TOTAL 34,979,794.00

X NORMALISASI SALURAN SEKUNDER WILALUNG 1 PATOK WL.0 - WL.27+70 1 Galian Tanah Alur 2,457.00 m3 ALT. 1 11,886.00 29,203,902.002 Timbunan Tanah Urug 1,415.00 m3 6.9. 53,744.00 76,047,760.00

105,251,662.00

SUB TOTAL 105,251,662.00

RAB SALURAN PENGKOL - 114


PEKERJAAN : DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER : BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI : KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN : 2008SALURAN : INDUK PENGKOL

PEKERJAAN : SALURAN


HARGAJUMLAH

SATUAN HARGA

SALURAN INDUK PENGKOL 1 HM 0+00 - 06+80 (680 m) = Pekerjaan Lantai 1 Galian tanah biasa 1,570.80 m3 6.1. 32,795.00 51,514,386.002 Siaran 1 : 2 5,105.00 m2 6.20. 21,987.50 112,246,187.503 Balok sekat beton bertulang 25/40 Precast K.250 136.00 bh Ls 903,831.33 122,921,060.744 Cor beton mutu K-225 18.36 m3 6.23. 622,364.60 11,426,614.115 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,561.53 m3 6.13. 353,140.00 551,438,704.206 Angkur dia 12 mm, L = 40 cm 1,088.00 bh Ls 5,000.00 5,440,000.00

854,986,952.56

2 HM 6+80 - 7+50 (70 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 7.00 m3 6.4. 32,795.00 229,565.002 Bongkaran beton 210.00 m3 6.29. 204,998.00 43,049,580.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 70.00 bh Ls 1,470,831.33 102,958,193.034 Balok beton bertulang 25/40 Precast K.250 35.00 bh Ls 903,831.33 31,634,096.525 Cor beton mutu K-175 26.28 m3 6.22. 582,999.13 15,321,217.066 Cor beton mutu K-225 18.34 m3 6.23. 622,364.60 11,414,166.827 Angkur dia 12 mm, L = 40 cm 280.00 bh Ls 5,000.00 1,400,000.008 Tiang pancang beton 12 - 300 58.00 bh 6.23+6.24+6.25 227,300.61 13,183,435.58

219,190,254.01

3 HM 7+50 - 9+50 (200 m) = Pekerjaan Lantai 1 Galian tanah biasa 462.00 m3 6.1. 32,795.00 15,151,290.002 Siaran 1 : 2 1,501.00 m2 6.20. 21,987.50 33,003,237.503 Balok sekat beton bertulang 25/40 Precast K.250 40.00 bh Ls 903,831.33 36,153,253.164 Cor beton mutu K-225 5.40 m3 6.23. 622,364.60 3,360,768.865 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 462.00 m3 6.13. 353,140.00 163,150,680.006 Angkur dia 12 mm, L = 40 cm 320.00 bh Ls 5,000.00 1,600,000.00

252,419,229.52


467,304,264.80


441,753,000.66

6 HM 14+50 - 14+90 (40 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 4.00 m3 6.4. 32,795.00 131,180.002 Bongkaran beton 120.00 m3 6.29. 204,998.00 24,599,760.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 40.00 bh Ls 1,470,831.33 58,833,253.164 Balok beton bertulang 25/40 Precast K.250 20.00 bh Ls 903,831.33 18,076,626.585 Cor beton mutu K-175 15.40 m3 6.22. 582,999.13 8,978,186.566 Cor beton mutu K-225 9.68 m3 6.23. 622,364.60 6,024,489.367 Angkur dia 12 mm, L = 40 cm 160.00 bh Ls 5,000.00 800,000.008 Tiang pancang beton 12 - 300 34.00 bh 6.23+6.24+6.25 227,300.61 7,728,220.86



HARGAJUMLAH

SATUAN HARGA

125,171,716.51



HARGAJUMLAH

SATUAN HARGA

7 HM 14+90 - 20+00 (510 m) = Pekerjaan Lantai 1 Galian tanah biasa 1,178.10 m3 6.1. 32,795.00 38,635,789.502 Siaran 1 : 2 3,927.00 m2 6.20. 21,987.50 86,344,912.503 Balok sekat beton bertulang 25/40 Precast K.250 102.00 bh Ls 903,831.33 92,190,795.564 Cor beton mutu K-225 13.77 m3 6.23. 622,364.60 8,569,960.595 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,148.65 m3 6.13. 353,140.00 405,634,261.006 Angkur dia 12 mm, L = 40 cm 816.00 bh Ls 5,000.00 4,080,000.00

635,455,719.14

8 HM 20+00 - 20+64 (64 m) = Pekerjaan Lantai 1 Galian tanah biasa 120.96 m3 6.1. 32,795.00 3,966,883.202 Siaran 1 : 2 403.20 m2 6.20. 21,987.50 8,865,360.003 Balok sekat beton bertulang 25/40 Precast K.250 12.00 bh Ls 903,831.33 10,845,975.954 Cor beton mutu K-225 0.78 m3 6.23. 622,364.60 485,444.395 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 118.13 m3 6.13. 353,140.00 41,716,428.206 Angkur dia 12 mm, L = 40 cm 96.00 bh Ls 5,000.00 480,000.00

66,360,091.74

9 HM 20+60 - 21+10 (50 M) = Bongkar Pasang Lining Kanan dan Kiri dan Lantai 1 Galian tanah 68.25 m3 6.4. 32,795.00 2,238,258.752 Bongkaran beton 300.00 m3 6.29. 204,998.00 61,499,400.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.904 Balok beton bertulang 25/40 Precast K.250 40.00 bh Ls 903,831.33 36,153,253.165 Cor beton mutu K-175 15.36 m3 6.22. 582,999.13 8,954,866.596 Cor beton mutu K-225 22.15 m3 6.23. 622,364.60 13,785,375.967 Angkur dia 12 mm, L = 40 cm 320.00 bh Ls 5,000.00 1,600,000.008 Tiang pancang beton 12 - 300 84.00 bh 6.23+6.24+6.25 227,300.61 19,093,251.53

290,407,538.89

10 HM 21+10 - 21+70 (60 M) = Bongkar Pasang Lining Kanan dan Lantai 1 Galian tanah 9.60 m3 6.4. 32,795.00 314,832.002 Bongkaran beton 180.00 m3 6.29. 204,998.00 36,899,640.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 60.00 bh Ls 1,470,831.33 88,249,879.744 Balok beton bertulang 25/40 Precast K.250 30.00 bh Ls 903,831.33 27,114,939.875 Cor beton mutu K-175 18.43 m3 6.22. 582,999.13 10,744,673.916 Cor beton mutu K-225 13.68 m3 6.23. 622,364.60 8,513,947.777 Angkur dia 12 mm, L = 40 cm 240.00 bh Ls 5,000.00 1,200,000.008 Tiang pancang beton 12 - 300 50.00 bh 6.23+6.24+6.25 227,300.61 11,365,030.67

184,402,943.96

11 HM 21+70 - 23+70 (200 M) = Bongkar Pasang Lining Kanan dan Kiri dan Lantai 1 Galian tanah 273.00 m3 6.4. 32,795.00 8,953,035.002 Bongkaran beton 1,200.00 m3 6.29. 204,998.00 245,997,600.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 400.00 bh Ls 1,470,831.33 588,332,531.604 Balok beton bertulang 25/40 Precast K.250 160.00 bh Ls 903,831.33 144,613,012.645 Cor beton mutu K-175 61.43 m3 6.22. 582,999.13 35,813,636.376 Cor beton mutu K-225 88.60 m3 6.23. 622,364.60 55,141,503.847 Angkur dia 12 mm, L = 40 cm 1,280.00 bh Ls 5,000.00 6,400,000.008 Tiang pancang beton 12 - 300 324.00 bh 6.23+6.24+6.25 227,300.61 73,645,398.76

1,158,896,718.21

12 HM 23+70 - 30+60 (690 M) = Bongkar Pasang Lining Kanan dan Lantai 1 Galian tanah 144.90 m3 6.4. 32,795.00 4,751,995.502 Bongkaran beton 2,070.00 m3 6.29. 204,998.00 424,345,860.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 690.00 bh Ls 1,470,831.33 1,014,873,617.014 Balok beton bertulang 25/40 Precast K.250 345.00 bh Ls 903,831.33 311,821,808.515 Cor beton mutu K-175 157.32 m3 6.22. 582,999.13 91,717,422.666 Cor beton mutu K-225 211.92 m3 6.23. 622,364.60 131,891,506.707 Angkur dia 12 mm, L = 40 cm 2,760.00 bh Ls 5,000.00 13,800,000.008 Tiang pancang beton 12 - 300 554.00 bh 6.23+6.24+6.25 227,300.61 125,924,539.86

2,119,126,750.24




HARGAJUMLAH

SATUAN HARGA

337,471,924.25



HARGAJUMLAH

SATUAN HARGA


867,531,287.97

15 HM 32+20 - 35+20 (300 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 80.50 m3 6.4. 32,795.00 2,639,997.502 Bongkaran beton 900.00 m3 6.29. 204,998.00 184,498,200.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 300.00 bh Ls 1,470,831.33 441,249,398.704 Balok beton bertulang 25/40 Precast K.250 150.00 bh Ls 903,831.33 135,574,699.355 Cor beton mutu K-175 92.14 m3 6.22. 582,999.13 53,717,539.566 Cor beton mutu K-225 81.90 m3 6.23. 622,364.60 50,971,661.007 Angkur dia 12 mm, L = 40 cm 1,200.00 bh Ls 5,000.00 6,000,000.008 Tiang pancang beton 12 - 300 242.00 bh 6.23+6.24+6.25 227,300.61 55,006,748.46

929,658,244.57


290,407,538.89

17 HM 35+74 - 36+50 (76 m) = Pekerjaan Lantai 1 Siaran 1 : 2 466.03 m2 6.20. 21,987.50 10,246,834.632 Balok sekat beton bertulang 25/40 Precast K.250 14.00 bh Ls 903,831.33 12,653,638.613 Cor beton mutu K-225 0.91 m3 6.23. 622,364.60 566,351.794 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 140.05 m3 6.13. 353,140.00 49,457,257.005 Angkur dia 12 mm, L = 40 cm 112.00 bh Ls 5,000.00 560,000.00

73,484,082.02

18 HM 36+50 - 39+00 (250 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 52.50 m3 6.4. 32,795.00 1,721,737.502 Bongkaran beton 750.00 m3 6.29. 204,998.00 153,748,500.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 250.00 bh Ls 1,470,831.33 367,707,832.254 Balok beton bertulang 25/40 Precast K.250 125.00 bh Ls 903,831.33 112,978,916.135 Cor beton mutu K-175 76.78 m3 6.22. 582,999.13 44,762,672.976 Cor beton mutu K-225 54.50 m3 6.23. 622,364.60 33,918,870.877 Angkur dia 12 mm, L = 40 cm 1,000.00 bh Ls 5,000.00 5,000,000.008 Tiang pancang beton 12 - 300 202.00 bh 6.23+6.24+6.25 227,300.61 45,914,723.92

765,753,253.64


208,929,301.88

20 HM 41+00 - 42+10 (110 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 11.00 m3 6.4. 32,795.00 360,745.002 Bongkaran beton 330.00 m3 6.29. 204,998.00 67,649,340.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 110.00 bh Ls 1,470,831.33 161,791,446.194 Balok beton bertulang 25/40 Precast K.250 55.00 bh Ls 903,831.33 49,710,723.105 Cor beton mutu K-175 25.08 m3 6.22. 582,999.13 14,621,618.106 Cor beton mutu K-225 33.78 m3 6.23. 622,364.60 21,023,476.307 Angkur dia 12 mm, L = 40 cm 44.00 bh Ls 5,000.00 220,000.008 Tiang pancang beton 12 - 300 90.00 bh 6.23+6.24+6.25 227,300.61 20,457,055.21

335,834,403.90



HARGAJUMLAH

SATUAN HARGA



HARGAJUMLAH

SATUAN HARGA

21 HM 42+10 - 53+00 (1090 m) = Pekerjaan Lantai 1 Siaran 1 : 2 6,685.53 m2 6.20. 21,987.50 146,998,090.882 Balok sekat beton bertulang 25/40 Precast K.250 218.00 bh Ls 903,831.33 197,035,229.723 Cor beton mutu K-225 14.17 m3 6.23. 622,364.60 8,818,906.434 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 2,008.50 m3 6.13. 353,140.00 709,281,690.005 Angkur dia 12 mm, L = 40 cm 1,744.00 bh Ls 5,000.00 8,720,000.00

1,070,853,917.02

22 HM 53+00 - 54+10 (110 m) = Pekerjaan Lantai 1 Siaran 1 : 2 836.55 m2 6.20. 21,987.50 18,393,643.132 Balok sekat beton bertulang 25/40 Precast K.250 22.00 bh Ls 903,831.33 19,884,289.243 Cor beton mutu K-225 3.08 m3 6.23. 622,364.60 1,916,882.984 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 250.97 m3 6.13. 353,140.00 88,627,545.805 Angkur dia 12 mm, L = 40 cm 176.00 bh Ls 5,000.00 880,000.00

129,702,361.14

23 HM 54+10 - 61+90 (780 m) = Pekerjaan Lantai 1 Siaran 1 : 2 4,563.00 m2 6.20. 21,987.50 100,328,962.502 Balok sekat beton bertulang 25/40 Precast K.250 156.00 bh Ls 903,831.33 140,997,687.323 Cor beton mutu K-225 7.80 m3 6.23. 622,364.60 4,854,443.904 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,368.90 m3 6.13. 353,140.00 483,413,346.005 Angkur dia 12 mm, L = 40 cm 1,248.00 bh Ls 5,000.00 6,240,000.00

735,834,439.73

24 HM 61+90 - 67+90 (1130 m) = Pekerjaan Lantai 1 Galian tanah biasa 1,864.50 m3 6.1. 32,795.00 61,146,277.502 Siaran 1 : 2 6,059.63 m2 6.20. 21,987.50 133,236,114.633 Balok sekat beton bertulang 25/40 Precast K.250 226.00 bh Ls 903,831.33 204,265,880.354 Cor beton mutu K-225 5.65 m3 6.23. 622,364.60 3,516,360.015 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,817.89 m3 6.13. 353,140.00 641,969,674.606 Angkur dia 12 mm, L = 40 cm 1,808.00 bh Ls 5,000.00 9,040,000.00

1,053,174,307.09

25 HM 73+20 - 74+00 (80 m) = Pekerjaan Lantai 1 Siaran 1 : 2 413.40 m2 6.20. 21,987.50 9,089,632.502 Balok sekat beton bertulang 25/40 Precast K.250 8.00 bh Ls 903,831.33 7,230,650.633 Cor beton mutu K-225 2.24 m3 6.23. 622,364.60 1,394,096.714 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 124.02 m3 6.13. 353,140.00 43,796,422.805 Angkur dia 12 mm, L = 40 cm 64.00 bh Ls 5,000.00 320,000.00

61,830,802.64

26 HM 74+00 - 77+50 (350 M) = Bongkar Pasang Lining Kiri dan Lantai 1 Galian tanah 56.00 m3 6.4. 32,795.00 1,836,520.002 Bongkaran beton 1,050.00 m3 6.29. 204,998.00 215,247,900.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 350.00 bh Ls 1,470,831.33 514,790,965.154 Balok beton bertulang 25/40 Precast K.250 140.00 bh Ls 903,831.33 126,536,386.065 Cor beton mutu K-175 90.43 m3 6.22. 582,999.13 52,720,611.056 Cor beton mutu K-225 71.05 m3 6.23. 622,364.60 44,219,005.067 Angkur dia 12 mm, L = 40 cm 1,120.00 bh Ls 5,000.00 5,600,000.008 Tiang pancang beton 12 - 300 282.00 bh 6.23+6.24+6.25 227,300.61 64,098,773.00

1,025,050,160.32

27 HM 77+50 - 81+30 (380 m) = Pekerjaan Lantai 1 Galian tanah biasa 159.00 m3 6.1. 32,795.00 5,214,405.002 Siaran 1 : 2 516.75 m2 6.20. 21,987.50 11,362,040.633 Balok sekat beton bertulang 25/40 Precast K.250 38.00 bh Ls 903,831.33 34,345,590.504 Cor beton mutu K-225 10.64 m3 6.23. 622,364.60 6,621,959.385 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 589.10 m3 6.13. 353,140.00 208,034,774.006 Angkur dia 12 mm, L = 40 cm 304.00 bh Ls 5,000.00 1,520,000.00

267,098,769.50

28 HM 81+30 - 92+00 (1070 m) = Pekerjaan Lantai 1 Galian tanah biasa 1,685.25 m3 6.1. 32,795.00 55,267,773.752 Siaran 1 : 2 5,477.06 m2 6.20. 21,987.50 120,426,856.753 Balok sekat beton bertulang 25/40 Precast K.250 107.00 bh Ls 903,831.33 96,709,952.204 Cor beton mutu K-225 29.43 m3 6.23. 622,364.60 18,316,190.275 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 1,685.25 m3 6.13. 353,140.00 595,129,185.006 Angkur dia 12 mm, L = 40 cm 856.00 bh Ls 5,000.00 4,280,000.00

890,129,957.97



HARGAJUMLAH

SATUAN HARGA

29 HM 92+00 - 95+80 (380 M) = Bongkar Pasang Lining Kanan dan Kiri dan Lantai 1 Galian tanah 458.85 m3 6.4. 32,795.00 15,047,985.752 Bongkaran beton 2,280.00 m3 6.29. 204,998.00 467,395,440.003 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 760.00 bh Ls 1,470,831.33 1,117,831,810.044 Balok beton bertulang 25/40 Precast K.250 266.00 bh Ls 903,831.33 240,419,133.515 Cor beton mutu K-175 97.26 m3 6.22. 582,999.13 56,702,495.096 Cor beton mutu K-225 75.05 m3 6.23. 622,364.60 46,708,463.477 Angkur dia 12 mm, L = 40 cm 2,128.00 bh Ls 5,000.00 10,640,000.008 Tiang pancang beton 12 - 300 612.00 bh 6.23+6.24+6.25 227,300.61 139,107,975.44

2,093,853,303.30

30 HM 95+80 - 99+80 (400 M) = Bongkar Pasang Lantai 1 Galian tanah 710.00 m3 6.4. 32,795.00 23,284,450.002 Bongkaran pasangan batu 120.00 m3 6.13'. 194,498.00 23,339,760.003 Siaran 1 : 2 2,047.50 m2 6.20. 21,987.50 45,019,406.254 Lantai pasangan batu 1 PC : 4 Ps (batu tersedia) 734.25 m3 6.13. 353,140.00 259,293,045.005 Balok beton bertulang 25/40 Precast K.250 1,600.00 bh Ls 903,831.33 1,446,130,126.406 Cor beton mutu K-175 21.00 m3 6.22. 582,999.13 12,242,981.677 Angkur dia 12 mm, L = 40 cm 320.00 bh Ls 5,000.00 1,600,000.00

1,810,909,769.32


1,015,116,857.74

32 HM 101+50 - 102+50 (100 m) = Pekerjaan Lantai 1 Galian tanah biasa 234.00 m3 6.1. 32,795.00 7,674,030.002 Siaran 1 : 2 780.00 m2 6.20. 21,987.50 17,150,250.003 Balok sekat beton bertulang 25/40 Precast K.250 20.00 bh Ls 903,831.33 18,076,626.584 Cor beton mutu K-225 2.80 m3 6.23. 622,364.60 1,742,620.895 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 228.15 m3 6.13. 353,140.00 80,568,891.006 Angkur dia 12 mm, L = 40 cm 160.00 bh Ls 5,000.00 800,000.00

126,012,418.47


1,156,964,402.47

34 HM 104+50 - 124+50 (2000 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 504.00 m3 6.4. 32,795.00 16,528,680.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 4,095.00 m3 6.13. 353,140.00 1,446,108,300.003 Siaran 1 : 2 14,000.00 m2 6.20. 21,987.50 307,825,000.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 4,000.00 bh Ls 1,470,831.33 5,883,325,316.005 Balok beton bertulang 25/40 Precast K.250 1,600.00 bh Ls 903,831.33 1,446,130,126.406 Cor beton mutu K-225 740.00 m3 6.23. 622,364.60 460,549,806.357 Angkur dia 12 mm, L = 40 cm 12,800.00 bh Ls 5,000.00 64,000,000.008 Tiang pancang beton 12 - 300 3,204.00 bh 6.23+6.24+6.25 227,300.61 728,271,165.54

10,352,738,394.29



HARGAJUMLAH

SATUAN HARGA

35 HM 124+50 - 125+50 (100 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 16.00 m3 6.4. 32,795.00 524,720.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 227.25 m3 6.13. 353,140.00 80,251,065.003 Siaran 1 : 2 790.00 m2 6.20. 21,987.50 17,370,125.004 Plesteran 1 : 3 50.00 m2 6.15. 28,638.80 1,431,940.005 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 100.00 bh Ls 1,470,831.33 147,083,132.906 Balok beton bertulang 25/40 Precast K.250 50.00 bh Ls 903,831.33 45,191,566.457 Cor beton mutu K-225 19.50 m3 6.23. 622,364.60 12,136,109.768 Angkur dia 12 mm, L = 40 cm 400.00 bh Ls 5,000.00 2,000,000.009 Tiang pancang beton 12 - 300 82.00 bh 6.23+6.24+6.25 227,300.61 18,638,650.30

324,627,309.42

36 HM 125+50 - 132+80 (730 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 1,839.60 m3 6.4. 32,795.00 60,329,682.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 1,404.68 m3 6.13. 353,140.00 496,048,695.203 Siaran 1 : 2 5,110.00 m2 6.20. 21,987.50 112,356,125.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 1,400.00 bh Ls 1,470,831.33 2,059,163,860.605 Balok beton bertulang 25/40 Precast K.250 584.00 bh Ls 903,831.33 527,837,496.146 Cor beton mutu K-225 270.10 m3 6.23. 622,364.60 168,100,679.327 Angkur dia 12 mm, L = 40 cm 4,672.00 bh Ls 5,000.00 23,360,000.008 Tiang pancang beton 12 - 300 1,172.00 bh 6.23+6.24+6.25 227,300.61 266,396,318.98

3,713,592,857.23

37 HM 132+80 - 134+50 (170 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 27.20 m3 6.4. 32,795.00 892,024.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 376.64 m3 6.13. 353,140.00 133,006,649.603 Siaran 1 : 2 1,268.20 m2 6.20. 21,987.50 27,884,547.504 Plesteran 1 : 3 76.50 m2 6.15. 28,638.80 2,190,868.205 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 170.00 bh Ls 1,470,831.33 250,041,325.936 Balok beton bertulang 25/40 Precast K.250 85.00 bh Ls 903,831.33 76,825,662.977 Cor beton mutu K-225 33.15 m3 6.23. 622,364.60 20,631,386.608 Angkur dia 12 mm, L = 40 cm 680.00 bh Ls 5,000.00 3,400,000.009 Tiang pancang beton 12 - 300 138.00 bh 6.23+6.24+6.25 227,300.61 31,367,484.66

546,239,949.45

38 HM 126+50 - 145+50 (1900 M) 1 Galian tanah 2,185.00 m3 6.4. 32,795.00 71,657,075.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 2,185.00 m3 6.13. 353,140.00 771,610,900.003 Siaran 1 : 2 4,085.00 m2 6.20. 21,987.50 89,818,937.504 Plesteran 1 : 3 855.00 m2 6.15. 28,638.80 24,486,174.00

957,573,086.50

39 HM 134+50 - 135+50 (100 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 42.00 m3 6.4. 32,795.00 1,377,390.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 204.75 m3 6.13. 353,140.00 72,305,415.003 Siaran 1 : 2 700.00 m2 6.20. 21,987.50 15,391,250.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 200.00 bh Ls 1,470,831.33 294,166,265.805 Balok beton bertulang 25/40 Precast K.250 80.00 bh Ls 903,831.33 72,306,506.326 Cor beton mutu K-225 32.00 m3 6.23. 622,364.60 19,915,667.307 Urugan sirtu 105.00 m3 6.10. 116,066.00 12,186,930.008 Angkur dia 12 mm, L = 40 cm 640.00 bh Ls 5,000.00 3,200,000.009 Tiang pancang beton 12 - 300 164.00 bh 6.23+6.24+6.25 227,300.61 37,277,300.61

528,126,725.03

40 HM 135+50 - 138+80 (330 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 61.05 m3 6.4. 32,795.00 2,002,134.752 Pasangan batu 1 PC : 4 Ps (batu tersedia) 720.23 m3 6.13. 353,140.00 254,342,022.203 Siaran 1 : 2 2,425.50 m2 6.20. 21,987.50 53,330,681.254 Plesteran 1 : 3 148.50 m2 6.15. 28,638.80 4,252,861.805 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 330.00 bh Ls 1,470,831.33 485,374,338.576 Balok beton bertulang 25/40 Precast K.250 165.00 bh Ls 903,831.33 149,132,169.297 Cor beton mutu K-225 34.65 m3 6.23. 622,364.60 21,564,933.508 Urugan sirtu 238.00 m3 6.10. 116,066.00 27,623,708.009 Angkur dia 12 mm, L = 40 cm 1,320.00 bh Ls 5,000.00 6,600,000.0010 Tiang pancang beton 12 - 300 266.00 bh 6.23+6.24+6.25 227,300.61 60,461,963.18

1,064,684,812.54



HARGAJUMLAH

SATUAN HARGA

41 HM 138+80 - 143+30 (450 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 1,089.00 m3 6.4. 32,795.00 35,713,755.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 921.38 m3 6.13. 353,140.00 325,376,133.203 Siaran 1 : 2 3,150.00 m2 6.20. 21,987.50 69,260,625.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 900.00 bh Ls 1,470,831.33 1,323,748,196.105 Balok beton bertulang 25/40 Precast K.250 360.00 bh Ls 903,831.33 325,379,278.446 Cor beton mutu K-225 571.50 m3 6.23. 622,364.60 355,681,370.717 Urugan sirtu 140.00 m3 6.10. 116,066.00 16,249,240.008 Angkur dia 12 mm, L = 40 cm 2,880.00 bh Ls 5,000.00 14,400,000.009 Tiang pancang beton 12 - 300 724.00 bh 6.23+6.24+6.25 227,300.61 164,565,644.15

2,630,374,242.60

42 HM 143+30 - 144+40 (70 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 158.20 m3 6.4. 32,795.00 5,188,169.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 237.48 m3 6.13. 353,140.00 83,863,687.203 Siaran 1 : 2 490.00 m2 6.20. 21,987.50 10,773,875.004 Plesteran 1 : 3 3,450.00 m2 6.15. 28,638.80 98,803,860.005 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 70.00 bh Ls 1,470,831.33 102,958,193.036 Balok beton bertulang 25/40 Precast K.250 35.00 bh Ls 903,831.33 31,634,096.527 Cor beton mutu K-225 7.35 m3 6.23. 622,364.60 4,574,379.838 Angkur dia 12 mm, L = 40 cm 280.00 bh Ls 5,000.00 1,400,000.009 Tiang pancang beton 12 - 300 58.00 bh 6.23+6.24+6.25 227,300.61 13,183,435.58

352,379,696.16

43 HM 144+00 - 145+50 (100 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 48.00 m3 6.4. 32,795.00 1,574,160.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 307.13 m3 6.13. 353,140.00 108,459,888.203 Siaran 1 : 2 315.00 m2 6.20. 21,987.50 6,926,062.504 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 300.00 bh Ls 1,470,831.33 441,249,398.705 Balok beton bertulang 25/40 Precast K.250 120.00 bh Ls 903,831.33 108,459,759.486 Cor beton mutu K-225 28.50 m3 6.23. 622,364.60 17,737,391.197 Angkur dia 12 mm, L = 40 cm 244.00 bh Ls 5,000.00 1,220,000.008 Tiang pancang beton 12 - 300 960.00 bh 6.23+6.24+6.25 227,300.61 218,208,588.93

903,835,249.00

44 HM 146+50 - 150+60 (410 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 418.20 m3 6.4. 32,795.00 13,714,869.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 839.48 m3 6.13. 353,140.00 296,453,967.203 Siaran 1 : 2 2,870.00 m2 6.20. 21,987.50 63,104,125.004 Balok beton bertulang 25/40 Precast K.250 1,148.00 bh Ls 903,831.33 1,037,598,365.695 Cor beton mutu K-225 77.30 m3 6.23. 622,364.60 48,108,783.836 Angkur dia 12 mm, L = 40 cm 660.00 bh Ls 5,000.00 3,300,000.007 Tiang pancang beton 12 - 300 2,624.00 bh 6.23+6.24+6.25 227,300.61 596,436,809.73

2,058,716,920.45

45 HM 150+60 - 151+50 (90 m) = Pekerjaan Lantai 1 Galian tanah biasa 199.80 m3 6.1. 32,795.00 6,552,441.002 Siaran 1 : 2 666.00 m2 6.20. 21,987.50 14,643,675.003 Balok sekat beton bertulang 25/40 Precast K.250 18.00 bh Ls 903,831.33 16,268,963.924 Cor beton mutu K-225 2.16 m3 6.23. 622,364.60 1,344,307.545 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 194.81 m3 6.13. 353,140.00 68,795,203.406 Angkur dia 12 mm, L = 40 cm 256.00 bh Ls 5,000.00 1,280,000.00

108,884,590.86

46 HM 151+50 - 153+20 (170 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 17.00 m3 6.4. 32,795.00 557,515.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 343.88 m3 6.13. 353,140.00 121,437,783.203 Siaran 1 : 2 1,200.50 m2 6.20. 21,987.50 26,395,993.754 Plesteran 1 : 3 31.50 m2 6.15. 28,638.80 902,122.205 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 170.00 bh Ls 1,470,831.33 250,041,325.936 Balok beton bertulang 25/40 Precast K.250 85.00 bh Ls 903,831.33 76,825,662.977 Cor beton mutu K-225 17.85 m3 6.23. 622,364.60 11,109,208.178 Urugan sirtu 73.50 m3 6.10. 116,066.00 8,530,851.009 Angkur dia 12 mm, L = 40 cm 680.00 bh Ls 5,000.00 3,400,000.0010 Tiang pancang beton 12 - 300 138.00 bh 6.23+6.24+6.25 227,300.61 31,367,484.66

530,567,946.87



HARGAJUMLAH

SATUAN HARGA

47 HM 153+20 - 159+50 (630 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 1,041.60 m3 6.4. 32,795.00 34,159,272.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 1,289.93 m3 6.13. 353,140.00 455,525,880.203 Siaran 1 : 2 4,410.00 m2 6.20. 21,987.50 96,964,875.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 1,260.00 bh Ls 1,470,831.33 1,853,247,474.545 Balok beton bertulang 25/40 Precast K.250 505.00 bh Ls 903,831.33 456,434,821.156 Cor beton mutu K-225 119.70 m3 6.23. 622,364.60 74,497,043.007 Urugan tanah urug 400.00 m3 6.9. 53,744.00 21,497,600.008 Angkur dia 12 mm, L = 40 cm 4,032.00 bh Ls 5,000.00 20,160,000.009 Tiang pancang beton 12 - 300 1,012.00 bh 6.23+6.24+6.25 227,300.61 230,028,220.83

3,242,515,186.71

48 HM 151+50 - 153+20 (170 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 17.00 m3 6.4. 32,795.00 557,515.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 343.88 m3 6.13. 353,140.00 121,437,783.203 Siaran 1 : 2 1,200.50 m2 6.20. 21,987.50 26,395,993.754 Plesteran 1 : 3 31.50 m2 6.15. 28,638.80 902,122.205 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 170.00 bh Ls 1,470,831.33 250,041,325.936 Balok beton bertulang 25/40 Precast K.250 85.00 bh Ls 903,831.33 76,825,662.977 Cor beton mutu K-225 17.85 m3 6.23. 622,364.60 11,109,208.178 Urugan sirtu 73.50 m3 6.10. 116,066.00 8,530,851.009 Angkur dia 12 mm, L = 40 cm 680.00 bh Ls 5,000.00 3,400,000.0010 Tiang pancang beton 12 - 300 138.00 bh 6.23+6.24+6.25 227,300.61 31,367,484.66

530,567,946.87

49 HM 159+50 - 160+80 (130 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 286.00 m3 6.4. 32,795.00 9,379,370.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 285.68 m3 6.13. 353,140.00 100,885,035.203 Siaran 1 : 2 962.00 m2 6.20. 21,987.50 21,151,975.004 Plesteran 1 : 3 58.50 m2 6.15. 28,638.80 1,675,369.805 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 130.00 bh Ls 1,470,831.33 191,208,072.776 Balok beton bertulang 25/40 Precast K.250 65.00 bh Ls 903,831.33 58,749,036.397 Cor beton mutu K-225 13.65 m3 6.23. 622,364.60 8,495,276.839 Angkur dia 12 mm, L = 40 cm 520.00 bh Ls 5,000.00 2,600,000.0010 Tiang pancang beton 12 - 300 106.00 bh 6.23+6.24+6.25 227,300.61 24,093,865.03

418,238,001.02


722,470,550.28

51 HM 162+20 - 165+80 (360 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 421.80 m3 6.4. 32,795.00 13,832,931.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 737.10 m3 6.13. 353,140.00 260,299,494.003 Siaran 1 : 2 2,520.00 m2 6.20. 21,987.50 55,408,500.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 360.00 bh Ls 1,470,831.33 529,499,278.445 Balok beton bertulang 25/40 Precast K.250 180.00 bh Ls 903,831.33 162,689,639.226 Cor beton mutu K-225 37.80 m3 6.23. 622,364.60 23,525,382.007 Angkur dia 12 mm, L = 40 cm 1,440.00 bh Ls 5,000.00 7,200,000.008 Tiang pancang beton 12 - 300 290.00 bh 6.23+6.24+6.25 227,300.61 65,917,177.90

1,118,372,402.56

52 HM 165+80 - 168+00 (220 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 532.40 m3 6.4. 32,795.00 17,460,058.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 19.24 m3 6.13. 353,140.00 6,794,413.603 Siaran 1 : 2 1,540.00 m2 6.20. 21,987.50 33,860,750.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 440.00 bh Ls 1,470,831.33 647,165,784.765 Balok beton bertulang 25/40 Precast K.250 176.00 bh Ls 903,831.33 159,074,313.906 Cor beton mutu K-225 41.80 m3 6.23. 622,364.60 26,014,840.417 Angkur dia 12 mm, L = 40 cm 1,412.00 bh Ls 5,000.00 7,060,000.008 Tiang pancang beton 12 - 300 356.00 bh 6.23+6.24+6.25 227,300.61 80,919,018.39

978,349,179.07



HARGAJUMLAH

SATUAN HARGA

53 HM 168+00 - 168+60 (60 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 69.00 m3 6.4. 32,795.00 2,262,855.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 122.85 m3 6.13. 353,140.00 43,383,249.003 Siaran 1 : 2 420.00 m2 6.20. 21,987.50 9,234,750.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 60.00 bh Ls 1,470,831.33 88,249,879.745 Balok beton bertulang 25/40 Precast K.250 30.00 bh Ls 903,831.33 27,114,939.876 Cor beton mutu K-225 6.30 m3 6.23. 622,364.60 3,920,897.007 Angkur dia 12 mm, L = 40 cm 240.00 bh Ls 5,000.00 1,200,000.008 Tiang pancang beton 12 - 300 50.00 bh 6.23+6.24+6.25 227,300.61 11,365,030.67

186,731,601.28


555,615,363.66

55 HM 169+70 - 174+90 (520 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 965.20 m3 6.4. 32,795.00 31,653,734.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 1,075.20 m3 6.13. 353,140.00 379,696,128.003 Siaran 1 : 2 3,665.00 m2 6.20. 21,987.50 80,584,187.504 Plesteran 1 : 3 45.00 m2 6.15. 28,638.80 1,288,746.005 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 520.00 bh Ls 1,470,831.33 764,832,291.086 Balok beton bertulang 25/40 Precast K.250 260.00 bh Ls 903,831.33 234,996,145.547 Cor beton mutu K-225 54.60 m3 6.23. 622,364.60 33,981,107.338 Angkur dia 12 mm, L = 40 cm 2,080.00 bh Ls 5,000.00 10,400,000.009 Tiang pancang beton 12 - 300 418.00 bh 6.23+6.24+6.25 227,300.61 95,011,656.43

1,632,443,995.88

56 HM 174+90 - 175+10 (110 M) = Lining Kanan dan Kiri, Lantai 1 Galian tanah 48.40 m3 6.4. 32,795.00 1,587,278.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 40.95 m3 6.13. 353,140.00 14,461,083.003 Siaran 1 : 2 140.00 m2 6.20. 21,987.50 3,078,250.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 40.00 bh Ls 1,470,831.33 58,833,253.165 Balok beton bertulang 25/40 Precast K.250 16.00 bh Ls 903,831.33 14,461,301.266 Cor beton mutu K-225 3.80 m3 6.23. 622,364.60 2,364,985.497 Angkur dia 12 mm, L = 40 cm 128.00 bh Ls 5,000.00 640,000.008 Tiang pancang beton 12 - 300 36.00 bh 6.23+6.24+6.25 227,300.61 8,182,822.08

103,608,973.00

57 HM 175+10 - 176+90 (180 M) = Lining Kiri, Lantai Pasangan Batu 1 Galian tanah 386.00 m3 6.4. 32,795.00 12,658,870.002 Pasangan batu 1 PC : 4 Ps (batu tersedia) 368.55 m3 6.13. 353,140.00 130,149,747.003 Siaran 1 : 2 1,280.00 m2 6.20. 21,987.50 28,144,000.004 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 180.00 bh Ls 1,470,831.33 264,749,639.225 Balok beton bertulang 25/40 Precast K.250 90.00 bh Ls 903,831.33 81,344,819.616 Cor beton mutu K-225 18.90 m3 6.23. 622,364.60 11,762,691.007 Angkur dia 12 mm, L = 40 cm 720.00 bh Ls 5,000.00 3,600,000.008 Tiang pancang beton 12 - 300 146.00 bh 6.23+6.24+6.25 227,300.61 33,185,889.57

565,595,656.40

58 HM 176+90 - 177+10 (20 m) = Pekerjaan Lantai 1 Galian tanah biasa 58.20 m3 6.1. 32,795.00 1,908,669.002 Siaran 1 : 2 194.00 m2 6.20. 21,987.50 4,265,575.003 Balok sekat beton bertulang 25/40 Precast K.250 9.00 bh Ls 903,831.33 8,134,481.964 Cor beton mutu K-225 0.66 m3 6.23. 622,364.60 410,760.645 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 56.02 m3 6.13. 353,140.00 19,782,902.806 Angkur dia 12 mm, L = 40 cm 72.00 bh Ls 5,000.00 360,000.00

34,862,389.40

SUB TOTAL I 56,222,789,710.59



HARGAJUMLAH

SATUAN HARGA

II SALURAN SEKUNDER PULUTAN 1 HM 0+00 - 9+58 = 958 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 1,410.00 bh Ls 721,831.33 1,017,782,173.89

1,017,782,173.89

SUB TOTAL II 1,017,782,173.89

III SALURAN SEKUNDER KRAMAT 1 HM 0+00 - 9+58 = 958 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.20+0.40) t=8 1,916.00 bh Ls 721,831.33 1,383,028,826.36

1,383,028,826.36

2 HM 8+09 - 10+06 = 197 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.20+0.40) t=8 2,076.00 bh Ls 721,831.33 1,498,521,839.00

1,498,521,839.00

SUB TOTAL III 2,881,550,665.37

V SALURAN SEKUNDER TRUKO 1 HM 0+00 - 11+03 = 958 m ( kanan/kiri) 1 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 1,103.00 bh Ls 721,831.33 796,179,955.89

796,179,955.89


564,472,099.28

SUB TOTAL V 1,360,652,055.17

VI SALURAN SEKUNDER GOMPENG HM 00+00 - 04+62 Lining Kiri

1 Galian tanah pada lantai dan beton 127.05 m3 6.4. 32,795.00 4,166,604.752 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 462.00 bh Ls 721,831.33 333,486,074.00

Lining Kanan 1 Galian tanah pada lantai dan beton 31.63 m3 6.4. 32,795.00 1,037,305.852 Lining beton Precast K-250, uk : (100x1.20+0.30) t=8 115.00 bh Ls 721,831.33 83,010,602.84 421,700,587.43

SUB TOTAL VI 421,700,587.43

VII SALURAN SEKUNDER NUNJUNGAN 1 HM 0+00 - 7+75 = 775 m 1 Galian tanah biasa 511.50 m3 6.1. 32,795.00 16,774,642.502 Urugan tanah urug 170.50 m3 6.9. 53,744.00 9,163,352.003 Lining beton Precast K-250, uk : (100x1.20+0.10) t=8 426.25 bh Ls 721,831.33 307,680,603.99

333,618,598.49

1 HM 8+70 - 9+60 = 90 m 1 Galian tanah biasa 29.70 m3 6.1. 32,795.00 974,011.502 Urugan tanah urug 9.90 m3 6.9. 53,744.00 532,065.603 Lining beton Precast K-250, uk : (100x1.20+0.10) t=8 24.75 bh Ls 721,831.33 17,865,325.39

19,371,402.49

SUB TOTAL VII 352,990,000.98



HARGAJUMLAH

SATUAN HARGA


I NORMALISASI SALURAN INDUK PENGKOL 1 PATOK P.0 - S.27 1 Galian Tanah Alur 4,209.00 m3 ALT. 1 11,886.00 50,028,174.002 Timbunan Tanah Urug 1,399.00 m3 6.9. 53,744.00 75,187,856.00

125,216,030.00

2 PATOK P.28 - P.55 1 Galian Tanah Alur 4,296.00 m3 ALT. 1 11,886.00 51,062,256.002 Timbunan Tanah Urug 743.00 m3 6.9. 53,744.00 39,931,792.00

90,994,048.00

3 PATOK P.56 - P.83 1 Galian Tanah Alur 1,708.00 m3 ALT. 1 11,886.00 20,301,288.002 Timbunan Tanah Urug 315.00 m3 6.9. 53,744.00 16,929,360.00

37,230,648.00

4 PATOK P.84 - P.112 1 Galian Tanah Alur 6,198.00 m3 ALT. 1 11,886.00 73,669,428.002 Timbunan Tanah Urug 1,436.00 m3 6.9. 53,744.00 77,176,384.00

150,845,812.00


124,835,710.00


119,422,602.00

7 PATOK P.169 - P.176+10 1 Galian Tanah Alur 1,172.00 m3 ALT. 1 11,886.00 13,930,392.002 Timbunan Tanah Urug 170.00 m3 6.9. 53,744.00 9,136,480.00

23,066,872.00

SUB TOTAL 671,611,722.00

II NORMALISASI SALURAN SEKUNDER PULUTAN 1 PATOK PLT.0 - PLT.7+05 1 Galian Tanah Alur 292.00 m3 ALT. 1 11,886.00 3,470,712.002 Timbunan Tanah Urug 105.00 m3 6.9. 53,744.00 5,643,120.00

9,113,832.00

SUB TOTAL 9,113,832.00

III NORMALISASI SALURAN SEKUNDER KRAMAT 1 PATOK KRM.0 - KRM.19+05 1 Galian Tanah Alur 3,719.00 m3 ALT. 1 11,886.00 44,204,034.002 Timbunan Tanah Urug 448.00 m3 6.9. 53,744.00 24,077,312.00

68,281,346.00

SUB TOTAL 68,281,346.00

V NORMALISASI SALURAN SEKUNDER TRUKO 1 PATOK T.0 - T.18 1 Galian Tanah Alur 496.00 m3 ALT. 1 11,886.00 5,895,456.002 Timbunan Tanah Urug 464.00 m3 6.9. 53,744.00 24,937,216.00

30,832,672.00

SUB TOTAL 30,832,672.00



HARGAJUMLAH

SATUAN HARGA

VI NORMALISASI SALURAN SEKUNDER GOMPENG 1 PATOK GM.0 - GM.4 1 Galian Tanah Alur 104.00 m3 ALT. 1 11,886.00 1,236,144.002 Timbunan Tanah Urug 1,355.00 m3 6.9. 53,744.00 72,823,120.00

74,059,264.00

SUB TOTAL 74,059,264.00

VII NORMALISASI SALURAN SEKUNDER NUNJUNGAN 1 PATOK KT.0 - KT.10+28 1 Galian Tanah Alur 728.00 m3 ALT. 1 11,886.00 8,653,008.002 Timbunan Tanah Urug 623.00 m3 6.9. 53,744.00 33,482,512.00

42,135,520.00

SUB TOTAL 42,135,520.00

VIII NORMALISASI SALURAN SUPLESI GLAPAN 1 PATOK GP.37 - GP.10 1 Galian Tanah Alur 13,490.00 m3 ALT. 1 11,886.00 160,342,140.002 Timbunan Tanah Urug 1,340.00 m3 6.9. 53,744.00 72,016,960.00

232,359,100.00

2 PATOK GP.9 - GP.0 1 Galian Tanah Alur 5,930.00 m3 ALT. 1 11,886.00 70,483,980.002 Timbunan Tanah Urug 855.00 m3 6.9. 53,744.00 45,951,120.00

116,435,100.00

SUB TOTAL 348,794,200.00

REKAPITULASI RAB - 129

REKAPITULASI RAB KONSTRUKSI TAHUN 2009


NO URAIAN PEKERJAAN VOLUME SAT. HARGA SATUAN JUMLAH HARGA

I PEKERJAAN PERSIAPAN

1 Mobilisasi/Demobilisasi 1.00 Ls 100,000,000 Rp 100,000,000.00

2 Kistdam/ Pengeringan 1.00 Ls 200,000,000 Rp 200,000,000.00

Rp 300,000,000.00

II PEKERJAAN BENDUNG

1 Pasangan batu kali 1 : 4 48.15 m3 Rp 419,140.00 Rp 20,181,591.00

2 Plesteran 1 : 3 27.86 m2 Rp 28,638.80 Rp 797,876.97

3 Siaran 1 : 2 85.14 m2 Rp 21,987.50 Rp 1,872,015.75

4 Campuran beton mutu K-225 11.10 m3 Rp 622,364.60 Rp 6,908,247.10

5 Pembesian 370.12 kg Rp 11,719.55 Rp 4,337,639.85

6 Galian tanah biasa 108.48 m3 Rp 32,795.00 Rp 3,557,601.60

7 Timbunan tanah kembali 9.00 m3 Rp 22,483.00 Rp 202,347.00

8 Timbunan sirtu 295.88 m3 Rp 116,066.00 Rp 34,341,608.08

9 Penggantian roda peluncur pintu 4.00 bh Rp 500,000.00 Rp 2,000,000.00

10 Pasang nomenklatur baru 1.00 bh Rp 150,000.00 Rp 150,000.00

Rp 74,348,927.34

III PEKERJAAN BANGUNAN AIR

SALURAN INDUK SEDADI

I BANGUNAN AIR

1 Pasangan batu kali 1 : 4 1723.72 m3 419,140.00 Rp 722,477,905.10

2 Plesteran 1 : 3 2114.80 m2 28,638.80 Rp 60,565,334.24

3 Siaran 1 : 2 1147.24 m2 21,987.50 Rp 25,224,895.53

4 Campuran beton mutu K-175 0.03 m3 582,999.13 Rp 17,489.97

5 Campuran beton mutu K-225 102.30 m3 622,364.60 Rp 63,670,077.18

6 Pembesian 2203.10 kg 11,719.55 Rp 25,819,293.73

7 Begesting 461.16 m2 90,219.00 Rp 41,605,394.04

8 Galian tanah biasa 1652.40 m3 32,795.00 Rp 54,190,621.97

9 Timbunan tanah kembali 341.75 m3 22,483.00 Rp 7,683,452.84

10 Timbunan tanah urug 286.18 m3 53,744.00 Rp 15,380,189.20

11 Bongkaran pasangan batu 193.04 m3 194,498.00 Rp 37,546,477.41

12 Bongkaran beton 34.06 m3 204,998.00 Rp 6,983,051.87

13 Pasang nomenklatur baru 80.00 bh 150,000.00 Rp 12,000,000.00

14 Pasang peil schale baru 29.00 bh 500,000.00 Rp 14,500,000.00

15 Pasang papan eksploitasi baru 16.00 bh 1,500,000.00 Rp 24,000,000.00

16 Modifikasi pintu romijn menjadi pintu sorong 18.00 bh 2,000,000.00 Rp 36,000,000.00

17 Pipa PVC 10.70 m' 35,000.00 Rp 374,500.00

18 Service pintu sorong 2.00 bh 2,000,000.00 Rp 4,000,000.00

19 Pengecatan pintu 129.88 m' 22,571.00 Rp 2,931,521.48

20 Pengecatan rumah pintu 2.00 unit 500,000.00 Rp 1,000,000.00

21 Pintu sorong b = 0.40 m, h = 0.55 m 1.00 bh 8,055,000.00 Rp 8,055,000.00

















34 Pintu sorong kayu b = 1.60 m, h = 2.25 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

35 Pintu sorong kayu b = 0.80 m, h = 0.80 m 1.00 bh 34,500,000.00 Rp 34,500,000.00

36 Perbaikan pintu sorong kayu b = 1.50 m, h = 1.20 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

JUMLAH Rp 1,347,518,415.51

II SALURAN SEKUNDER TOMPE


2 Plesteran 1 : 3 16.00 m2 28,638.80 Rp 458,220.80

3 Siaran 1 : 2 38.02 m2 21,987.50 Rp 835,876.80


5 Trashram 1 : 2 :3 0.07 m3 582,999.13 Rp 39,643.94

6 Galian tanah biasa 24.58 m3 32,795.00 Rp 806,199.49

7 Timbunan tanah kembali 8.19 m3 22,483.00 Rp 184,225.70

8 Bongkaran beton 0.17 m3 194,498.00 Rp 33,842.65

9 Pasang nomenklatur baru 1.00 bh 150,000.00 Rp 150,000.00

10 Pasang peil schale baru 1.00 bh 500,000.00 Rp 500,000.00


JUMLAH Rp 13,195,953.27

III SALURAN SEKUNDER BRAKAS


2 Plesteran 1 : 3 147.55 m2 28,638.80 Rp 4,225,769.50

3 Siaran 1 : 2 413.50 m2 21,987.50 Rp 9,091,831.25


5 Trashram 1 : 2 :3 0.12 m3 582,999.13 Rp 70,542.89

6 Pembesian 101.09 kg 11,719.55 Rp 1,184,729.31








14 Pipa PVC 6.00 m' 35,000.00 Rp 210,000.00


16 Pintu angkat b = 0.30 m, h = 0.50 m 1.00 bh 500,000.00 Rp 500,000.00

JUMLAH Rp 180,745,590.19

IV SALURAN SEKUNDER BOTOSIMAN


2 Plesteran 1 : 3 201.05 m2 28,638.80 Rp 5,757,830.74

3 Siaran 1 : 2 574.42 m2 21,987.50 Rp 12,630,059.75













14 Pipa PVC 19.00 m' 35,000.00 Rp 665,000.00

15 Modifikasi pintu romijn menjadi pintu sorong 3.00 bh 2,000,000 Rp 6,000,000.00


17 Pintu angkat diganti pintu sorong b = 0.30 m, h = 0.40 m 1.00 bh 8,055,000.00 Rp 8,055,000.00

JUMLAH Rp 215,058,541.96

V SALURAN SEKUNDER LUWUK


2 Plesteran 1 : 3 24.93 m2 28,638.80 Rp 713,965.28

3 Siaran 1 : 2 85.94 m2 21,987.50 Rp 1,889,605.75


5 Timbunan tanah urug 5.09 m3 53,744.00 Rp 273,556.96



JUMLAH Rp 21,087,225.99

VI SALURAN SEKUNDER NGACIR


2 Plesteran 1 : 3 27.90 m2 28,638.80 Rp 799,022.52

3 Siaran 1 : 2 88.20 m2 21,987.50 Rp 1,939,297.50


5 Pembesian 3.04 kg 11,719.55 Rp 35,627.43









JUMLAH Rp 33,290,159.88

VII SALURAN SEKUNDER GEMPOLDENOK


2 Plesteran 1 : 3 5.64 m2 28,638.80 Rp 161,522.83

3 Siaran 1 : 2 27.45 m2 21,987.50 Rp 603,556.88







JUMLAH Rp 11,990,740.10

VIII SALURAN SEKUNDER GENETAN


2 Plesteran 1 : 3 7.56 m2 28,638.80 Rp 216,509.33

3 Siaran 1 : 2 62.81 m2 21,987.50 Rp 1,381,034.88










13 Pintu sorong baru 1.00 bh 33,280,000.00 Rp 33,280,000.00

JUMLAH Rp 49,880,458.86

IX SALURAN SEKUNDER WEDEAN


2 Plesteran 1 : 3 4.66 m2 28,638.80 Rp 133,456.81

3 Siaran 1 : 2 32.10 m2 21,987.50 Rp 705,798.75


5 Bongkaran pasangan batu 3.83 m3 194,498.00 Rp 744,927.34


7 Pengecatan papan eksploitasi 1.00 bh 500,000.00 Rp 500,000.00


JUMLAH Rp 10,876,106.15

X SALURAN SEKUNDER KAMPEK


2 Plesteran 1 : 3 19.72 m2 28,638.80 Rp 564,757.14

3 Siaran 1 : 2 61.80 m2 21,987.50 Rp 1,358,827.50






9 Pintu sorong baja b = 0.60 m, h = 0.74 m 1.00 bh 35,080,000.00 Rp 35,080,000.00

JUMLAH Rp 51,084,093.87

XI SALURAN SEKUNDER WILALUNG


2 Plesteran 1 : 3 10.98 m2 28,638.80 Rp 314,454.02

3 Siaran 1 : 2 82.82 m2 21,987.50 Rp 1,821,004.75






10 Pintu sorong kayu b = 0.30, h = 0.50 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

11 Pintu sorong b = 0.70, h = 0.50 m 1.00 bh 7,665,000.00 Rp 7,665,000.00


JUMLAH Rp 28,215,330.78





PEKERJAAN BANGUNAN AIR

SALURAN INDUK PENGKOL

I SALURAN INDUK PENGKOL

Pasangan batu kali 1 : 4 688.02 m3 419,140.00 Rp 288,376,702.80

Plesteran 1 : 3 606.57 m2 28,638.80 Rp 17,371,522.83

Siaran 1 : 2 1355.40 m2 21,987.50 Rp 29,801,857.50

Trashram 1 : 2 : 3 7.03 m3 582,999.13 Rp 4,100,815.86

Campuran beton mutu K-175 934.00 m3 582,999.13 Rp 544,520,018.60

Campuran beton mutu K-225 15.44 m3 622,364.60 Rp 9,606,820.01

Galian tanah biasa 452.60 m3 32,795.00 Rp 14,843,148.18

Timbunan tanah kembali 131.78 m3 22,483.00 Rp 2,962,877.19

Timbunan tanah urug 41.65 m3 53,744.00 Rp 2,238,545.09

Bongkaran pasangan batu 62.80 m3 194,498.00 Rp 12,213,696.41

Bongkaran beton 31.28 m3 204,998.00 Rp 6,412,952.43

Pasang nomenklatur baru 72.00 bh 150,000.00 Rp 10,800,000.00

Pasang peil schale baru 17.00 bh 500,000.00 Rp 8,500,000.00

Pasang papan eksploitasi baru 10.00 bh 1,500,000.00 Rp 15,000,000.00

Pengecatan papan eksploitasi lama 3.00 bh 500,000.00 Rp 1,500,000.00

Modifikasi pintu romijn menjadi pintu sorong 4.00 bh 2,000,000.00 Rp 8,000,000.00

Service pintu sorong 4.00 bh 2,000,000.00 Rp 8,000,000.00

Service pintu penguras 1.00 bh 2,000,000.00 Rp 2,000,000.00

Pipa PVC 39.30 m' 35,000.00 Rp 1,375,500.00

Pintu sorong b = 0.30 m, h - 0.30 m 1.00 bh 8,055,000.00 Rp 8,055,000.00

Pintu sorong baru b = 0,40 m, h = 0,80 m 1.00 bh 8,436,000.00 Rp 8,436,000.00

Pintu sorong baru b = 0,40 m, h = 1,10 m 1.00 bh 10,036,000.00 Rp 10,036,000.00

Pintu sorong b = 1.00 m, h = 1.30 m 1.00 bh 1,080,000.00 Rp 1,080,000.00

JUMLAH Rp 1,033,433,458.32

II SALURAN SEKUNDER PULUTAN


2 Plesteran 1 : 3 3.24 m2 28,638.80 Rp 92,789.71

3 Siaran 1 : 2 5.44 m2 21,987.50 Rp 119,612.00





JUMLAH Rp 9,200,431.07





III SALURAN SEKUNDER KRAMAT


2 Plesteran 1 : 3 25.95 m2 28,638.80 Rp 743,176.86

3 Siaran 1 : 2 58.69 m2 21,987.50 Rp 1,290,336.44










JUMLAH Rp 27,601,050.08

IV SALURAN SEKUNDER RAWOH


2 Plesteran 1 : 3 50.32 m2 28,638.80 Rp 1,441,104.42

3 Siaran 1 : 2 67.62 m2 21,987.50 Rp 1,486,794.75








JUMLAH Rp 93,281,230.54

V SALURAN SEKUNDER TRUKO


2 Plesteran 1 : 3 32.02 m2 28,638.80 Rp 917,014.38

3 Siaran 1 : 2 126.28 m2 21,987.50 Rp 2,776,581.50







10 Pipa PVC 2,5 " 4.20 m' 35,000.00 Rp 147,000.00

11 Service Pintu sorong (stang pintu) 1.00 bh 2,000,000.00 Rp 2,000,000.00

JUMLAH Rp 14,145,783.57

VI SALURAN SEKUNDER GOMPENG


2 Plesteran 1 : 3 1.15 m2 28,638.80 Rp 32,934.62

3 Siaran 1 : 2 13.90 m2 21,987.50 Rp 305,626.25





8 Pintu sorong b = 0.50 m, h = 1.00 m 1.00 m' 23,140,000.00 Rp 23,140,000.00


JUMLAH Rp 32,503,284.70





VII SALURAN SEKUNDER NUNJUNGAN


2 Plesteran 1 : 3 150.59 m2 28,638.80 Rp 4,312,716.89

3 Siaran 1 : 2 147.13 m2 21,987.50 Rp 3,235,020.88







JUMLAH Rp 44,437,321.83

VIII SALURAN SUPLESI GLAPAN - SEDADI


2 Plesteran 1 : 3 277.99 m2 28,638.80 Rp 7,961,300.01

3 Siaran 1 : 2 1002.35 m2 21,987.50 Rp 22,039,170.63



6 Pembesian 11.22 kg 11,719.55 Rp 131,493.35








14 Pipa PVC 2,5" 7.60 m' 35,000.00 Rp 266,000.00

15 Pintu sorong kayu b = 2,00 m, h = 1,00 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

16 Pintu angkat b = 0.40 m, h = 0.40 m 1.00 bh 1,500,000.00 Rp 1,500,000.00



19 Pintu sorong baja, b = 1,00 m, h = 1,50 m 1.00 bh 1,500,000.00 Rp 1,500,000.00

20 Pintu sorong kayu, b = 1,50 m, h = 1,50 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

JUMLAH Rp 403,754,614.33

JUMLAH TOTAL PEKERJAAN BANGUNAN Rp 3,621,299,791.00





IV PEKERJAAN SALURAN



1 Galian tanah biasa 74,013.25 m3 32,795.00 Rp 2,427,264,402.57

2 Bongkaran beton bertulang 4,467.88 m3 204,998.00 Rp 915,906,464.24

3 Bongkaran pasangan batu 13,368.30 m3 194,498.00 Rp 2,600,107,613.40

4 Bongkar pasang sayap 5,859.00 m3 204,998.00 Rp 1,201,083,282.00

5 Urugan Sirtu 1,015.50 m3 116,066.00 Rp 117,865,023.00

6 Siaran 1 : 2 67,283.70 m2 21,987.50 Rp 1,479,400,353.75

7 Plesteran 1 : 3 3,630.75 m2 28,638.80 Rp 103,980,323.10

8 Lining beton bertulang 25/40 Precast K.250 5,504.37 bh 721,831.33 Rp 3,973,226,712.41

9 Balok beton bertulang 25/40 Precast K.250 9,003.80 bh #REF! #REF!

10 Cor beton mutu K-175 2,106.89 m3 582,999.13 Rp 1,228,312,115.66


12 Pembesian 116,021.88 m3 11,719.55 Rp 1,359,724,223.75

13 Begesting 70,839.78 m2 90,219.00 Rp 6,391,094,472.70

14 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 54,824.17 m3 353,140.00 Rp 19,360,605,628.10

15 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 481.35 m3 353,140.00 Rp 169,983,939.00

16 Sayap Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 65.25 m3 353,140.00 Rp 23,042,385.00

17 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 15,582.21 m3 353,140.00 Rp 5,502,699,873.70

18 Angkur dia 12 mm, L = 40 cm 97,267.00 m3 5,000.00 Rp 486,335,000.00

19 Tiang pancang beton 12 - 300 12,019.60 bh 227,300.61 Rp 2,732,062,453.60

20 Beton Penahan Tanah 821.30 m3 582,999.13 Rp 478,817,182.99

JUMLAH Rp 67,324,678,849.91


1 Galian tanah 0.64 m3 32,795.00 Rp 20,956.01

2 Balok beton bertulang 25/40 Precast K.250 222.00 bh #REF! #REF!

JUMLAH #REF!


1 Balok beton bertulang 25/40 Precast K.250 2,890 bh #REF! #REF!

JUMLAH #REF!


1 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 9141.82 m3 353,140.00 Rp 3,228,342,314.80

2 Lining beton bertulang 25/40 Precast K.250 7940.00 bh 721,831.33 Rp 5,731,340,752.26

3 Balok beton bertulang 25/40 Precast K.250 #REF! bh #REF! #REF!

4 Beton K-225 #REF! m3 622,364.60 #REF!

5 Angkur dia 12 mm, P=40 cm 420.00 bh 5,000.00 Rp 2,100,000.00

6 Tiang pancang beton 12 - 300 4198.00 bh 227,300.61 Rp 954,207,975.32

JUMLAH #REF!


1 Galian tanah 309.60 m3 32,795.00 Rp 10,153,332.00


JUMLAH #REF!


1 Galian tanah 865.81 m3 32,795.00 Rp 28,394,238.95


JUMLAH #REF!






1 Galian tanah 782.75 m3 32,795.00 Rp 25,670,286.25


JUMLAH #REF!


1 Galian tanah 1029.10 m3 32,795.00 Rp 33,749,334.50


JUMLAH #REF!


1 Galian tanah 696.98 m3 32,795.00 Rp 22,857,459.10


JUMLAH #REF!

X SALURAN SEKUNDER KAMPEK

1 Galian tanah 834.48 m3 32,795.00 Rp 27,366,771.60


JUMLAH #REF!

XI SALURAN SEKUNDER WILALUNG

1 Galian tanah 275.73 m3 32,795.00 Rp 9,042,565.35


JUMLAH #REF!

PEKERJAAN SALURAN



1 Galian tanah biasa 22,715.84 m3 32,795.00 Rp 744,965,972.80

2 Bongkaran beton bertulang 13,590.00 m3 204,998.00 Rp 2,785,922,820.00


4 Urugan Sirtu 630.00 m3 116,066.00 Rp 73,121,580.00

5 Urugan Tanah Urug 400.00 m3 53,744.00 Rp 21,497,600.00

6 Siaran 1 : 2 97,789.48 m2 21,987.50 Rp 2,150,146,191.50

7 Plesteran 1 : 3 4,746.50 m2 28,638.80 Rp 135,934,064.20

8 Lining beton bertulang 25/40 Precast K.250 15,830.00 bh 721,831.33 Rp 11,426,589,938.07

9 Balok beton bertulang 25/40 Precast K.250 10,724.00 bh #REF! #REF!

10 Cor beton mutu K-175 997.07 m3 582,999.13 Rp 581,290,939.54




14 Angkur dia 12 mm, L = 40 cm 63,784.00 bh 5,000.00 Rp 318,920,000.00


JUMLAH Rp 56,222,789,710.59



JUMLAH Rp 1,017,782,173.89

III SALURAN SEKUNDER KRAMAT


JUMLAH Rp 2,881,550,665.37







JUMLAH Rp 1,360,652,055.17


1 Galian tanah pada lantai dan beton 158.68 m3 32,795.00 Rp 5,203,910.60


JUMLAH #REF!



2 Urugan tanah urug 180.40 m3 53,744.00 Rp 9,695,417.60


JUMLAH #REF!



2 Balok beton bertulang 25/40 Precast K.250 #REF! bh #REF! #REF!

3 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 491.39 m3 353,140.00 Rp 173,529,464.60

4 Tiang pancang beton 12 - 300 3712.00 m3 227,300.61 Rp 843,739,877.18

JUMLAH #REF!

JUMLAH TOTAL PEKERJAAN SALURAN #REF!





V PEKERJAAN NORMALISASI SALURAN



Galian Tanah Alur 128567.00 m3 11,886.00 Rp 1,528,147,362.00

Timbunan Tanah Urug 98476.00 m3 53,744.00 Rp 5,292,494,144.00

JUMLAH Rp 6,820,641,506.00


Galian Tanah Alur 64.00 m3 11,886.00 Rp 760,704.00

Timbunan Tanah Urug 542.00 m3 53,744.00 Rp 29,129,248.00

JUMLAH Rp 29,889,952.00


Galian Tanah Alur 109.00 m3 11,886.00 Rp 1,295,574.00


JUMLAH Rp 32,682,070.00




JUMLAH Rp 620,800,560.00




JUMLAH Rp 7,186,790.00




JUMLAH Rp 140,503,648.00




JUMLAH Rp 40,594,934.00




JUMLAH Rp 85,641,046.00




JUMLAH Rp 34,979,794.00

X SALURAN SEKUNDER WILALUNG







JUMLAH Rp 105,251,662.00










JUMLAH Rp 671,611,722.00




JUMLAH Rp 9,113,832.00

III SALURAN SEKUNDER PULUTAN



JUMLAH Rp 68,281,346.00




JUMLAH Rp 30,832,672.00




JUMLAH Rp 74,059,264.00




JUMLAH Rp 42,135,520.00




JUMLAH Rp 348,794,200.00

JUMLAH TOTAL PEKERJAAN NORMALISASI SALURAN Rp 9,163,000,518.00

JUMLAH PEKERJAAN #REF!

PPN 10% #REF!

JUMLAH TOTAL #REF!

DIBULATKAN #REF!

Terbilang :

Dua ratus dua puluh sembilan milyard dua ratus enam puluh delapan juta delapan ratus tujuh puluh ribu rupiah





I PEKERJAAN PERSIAPAN 1 Mobilisasi/Demobilisasi 1.00 Ls 100,000,000 Rp 100,000,000.00

2 Kistdam/ Pengeringan 1.00 Ls 200,000,000 Rp 200,000,000.00

II PEKERJAAN BENDUNG = 1 bh 1 Pasangan batu kali 1 : 4 48.15 m3 Rp 419,140.00 Rp 20,181,591.00

2 Plesteran 1 : 3 27.86 m2 Rp 28,638.80 Rp 797,876.97

3 Siaran 1 : 2 85.14 m2 Rp 21,987.50 Rp 1,872,015.75

4 Campuran beton mutu K-225 11.10 m3 Rp 622,364.60 Rp 6,908,247.10

5 Pembesian 370.12 kg Rp 11,719.55 Rp 4,337,639.85

6 Galian tanah biasa 108.48 m3 Rp 32,795.00 Rp 3,557,601.60

7 Timbunan tanah kembali 9.00 m3 Rp 22,483.00 Rp 202,347.00

8 Timbunan sirtu 295.88 m3 Rp 116,066.00 Rp 34,341,608.08

9 Penggantian roda peluncur pintu 4.00 bh Rp 500,000.00 Rp 2,000,000.00

10 Pasang nomenklatur baru 1.00 bh Rp 150,000.00 Rp 150,000.00

III PEKERJAAN BANGUNAN AIR I SALURAN INDUK SEDADI (103 bh bangunan)


2 Plesteran 1 : 3 2114.80 m2 28,638.80 Rp 60,565,334.24

3 Siaran 1 : 2 1147.24 m2 21,987.50 Rp 25,224,895.53



6 Pembesian 2203.10 kg 11,719.55 Rp 25,819,293.73

7 Begesting 461.16 m2 90,219.00 Rp 41,605,394.04










17 Pipa PVC 10.70 m' 35,000.00 Rp 374,500.00


19 Pengecatan pintu 129.88 m' 22,571.00 Rp 2,931,521.48

20 Pengecatan rumah pintu 2.00 unit 500,000.00 Rp 1,000,000.00

21 Pintu sorong b = 0.40 m, h = 0.55 m baru 1.00 bh 8,055,000.00 Rp 8,055,000.00

















34 Pintu sorong kayu b = 1.60 m, h = 2.25 m baru 1.00 bh 35,080,000.00 Rp 35,080,000.00

35 Pintu sorong kayu b = 0.80 m, h = 0.80 m baru 1.00 bh 15,000,000.00 Rp 15,000,000.00

36 Perbaikan pintu sorong kayu b = 1.50 m, h = 1.20 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

II SALURAN SEKUNDER TOMPE (1 bh bangunan)


2 Plesteran 1 : 3 16.00 m2 28,638.80 Rp 458,220.80

3 Siaran 1 : 2 38.02 m2 21,987.50 Rp 835,876.80


5 Trashram 1 : 2 :3 0.07 m3 582,999.13 Rp 39,643.94







III SALURAN SEKUNDER BRAKAS (10 bh bangunan)


2 Plesteran 1 : 3 147.55 m2 28,638.80 Rp 4,225,769.50

3 Siaran 1 : 2 413.50 m2 21,987.50 Rp 9,091,831.25


5 Trashram 1 : 2 :3 0.12 m3 582,999.13 Rp 70,542.89

6 Pembesian 101.09 kg 11,719.55 Rp 1,184,729.31








14 Pipa PVC 6.00 m' 35,000.00 Rp 210,000.00



IV SALURAN SEKUNDER BOTOSIMAN (17 bh bangunan)


2 Plesteran 1 : 3 201.05 m2 28,638.80 Rp 5,757,830.74

3 Siaran 1 : 2 574.42 m2 21,987.50 Rp 12,630,059.75













14 Pipa PVC 19.00 m' 35,000.00 Rp 665,000.00



17 Pintu angkat diganti pintu sorong b = 0.30 m, h = 0.40 m 1.00 bh 8,055,000.00 Rp 8,055,000.00

V SALURAN SEKUNDER LUWUK (2 bh bangunan)


2 Plesteran 1 : 3 24.93 m2 28,638.80 Rp 713,965.28

3 Siaran 1 : 2 85.94 m2 21,987.50 Rp 1,889,605.75





VI SALURAN SEKUNDER NGACIR (6 bh bangunan)


2 Plesteran 1 : 3 27.90 m2 28,638.80 Rp 799,022.52

3 Siaran 1 : 2 88.20 m2 21,987.50 Rp 1,939,297.50


5 Pembesian 3.04 kg 11,719.55 Rp 35,627.43









VII SALURAN SEKUNDER GEMPOLDENOK (3 bh bangunan)


2 Plesteran 1 : 3 5.64 m2 28,638.80 Rp 161,522.83

3 Siaran 1 : 2 27.45 m2 21,987.50 Rp 603,556.88











VIII SALURAN SEKUNDER GENETAN (3 bh bangunan)


2 Plesteran 1 : 3 7.56 m2 28,638.80 Rp 216,509.33

3 Siaran 1 : 2 62.81 m2 21,987.50 Rp 1,381,034.88






13 Pintu sorong baru 1.00 bh 33,280,000.00 Rp 33,280,000.00

IX SALURAN SEKUNDER WEDEAN (2 bh bangunan)


2 Plesteran 1 : 3 4.66 m2 28,638.80 Rp 133,456.81

3 Siaran 1 : 2 32.10 m2 21,987.50 Rp 705,798.75




7 Pengecatan papan eksploitasi 1.00 bh 500,000.00 Rp 500,000.00


X SALURAN SEKUNDER KAMPEK (4 bh bangunan)


2 Plesteran 1 : 3 19.72 m2 28,638.80 Rp 564,757.14

3 Siaran 1 : 2 61.80 m2 21,987.50 Rp 1,358,827.50







XI SALURAN SEKUNDER WILALUNG (7 bh bangunan)


2 Plesteran 1 : 3 10.98 m2 28,638.80 Rp 314,454.02

3 Siaran 1 : 2 82.82 m2 21,987.50 Rp 1,821,004.75






10 Pintu sorong kayu b = 0.30, h = 0.50 m 1.00 bh 2,000,000.00 Rp 2,000,000.00

11 Pintu sorong b = 0.70, h = 0.50 m 1.00 bh 7,665,000.00 Rp 7,665,000.00






PEKERJAAN BANGUNAN AIR I SALURAN INDUK PENGKOL (73 bh bangunan)


2 Plesteran 1 : 3 606.57 m2 28,638.80 Rp 17,371,522.83

3 Siaran 1 : 2 1355.40 m2 21,987.50 Rp 29,801,857.50

4 Trashram 1 : 2 : 3 7.03 m3 582,999.13 Rp 4,100,815.86











15 Pengecatan papan eksploitasi lama 3.00 bh 500,000.00 Rp 1,500,000.00



18 Service pintu penguras 1.00 bh 2,000,000.00 Rp 2,000,000.00

19 Pipa PVC 39.30 m' 35,000.00 Rp 1,375,500.00

20 Pintu sorong b = 0.30 m, h - 0.30 m baru 1.00 bh 7,500,000.00 Rp 7,500,000.00

21 Pintu sorong b = 0,40 m, h = 0,80 m baru 1.00 bh 8,055,000.00 Rp 8,055,000.00

22 Pintu sorong b = 0,40 m, h = 1,10 m baru 1.00 bh 8,055,000.00 Rp 8,055,000.00


II SALURAN SEKUNDER PULUTAN (2 bh bangunan)


2 Plesteran 1 : 3 3.24 m2 28,638.80 Rp 92,789.71

3 Siaran 1 : 2 5.44 m2 21,987.50 Rp 119,612.00





III SALURAN SEKUNDER KRAMAT (6 bh bangunan)


2 Plesteran 1 : 3 25.95 m2 28,638.80 Rp 743,176.86

3 Siaran 1 : 2 58.69 m2 21,987.50 Rp 1,290,336.44














IV SALURAN SEKUNDER RAWOH (3 bh bangunan)


2 Plesteran 1 : 3 50.32 m2 28,638.80 Rp 1,441,104.42

3 Siaran 1 : 2 67.62 m2 21,987.50 Rp 1,486,794.75








V SALURAN SEKUNDER TRUKO (5 bh bangunan)


2 Plesteran 1 : 3 32.02 m2 28,638.80 Rp 917,014.38

3 Siaran 1 : 2 126.28 m2 21,987.50 Rp 2,776,581.50







10 Pipa PVC 2,5 " 4.20 m' 35,000.00 Rp 147,000.00

11 Service Pintu sorong (stang pintu) 1.00 bh 2,000,000.00 Rp 2,000,000.00

VI SALURAN SEKUNDER GOMPENG (2 bh bangunan)


2 Plesteran 1 : 3 1.15 m2 28,638.80 Rp 32,934.62

3 Siaran 1 : 2 13.90 m2 21,987.50 Rp 305,626.25





8 Pintu sorong b = 0.50 m, h = 1.00 m 1.00 m' 23,140,000.00 Rp 23,140,000.00


VII SALURAN SEKUNDER NUNJUNGAN (3 bh bangunan)


2 Plesteran 1 : 3 150.59 m2 28,638.80 Rp 4,312,716.89

3 Siaran 1 : 2 147.13 m2 21,987.50 Rp 3,235,020.88











VIII SALURAN SUPLESI GLAPAN - SEDADI (16 bh bangunan)


2 Plesteran 1 : 3 277.99 m2 28,638.80 Rp 7,961,300.01

3 Siaran 1 : 2 1002.35 m2 21,987.50 Rp 22,039,170.63



6 Pembesian 11.22 kg 11,719.55 Rp 131,493.35








14 Pipa PVC 2,5" 7.60 m' 35,000.00 Rp 266,000.00

15 Pintu sorong kayu b = 2,00 m, h = 1,00 m baru 1.00 bh 35,000,000.00 Rp 35,000,000.00

16 Pintu angkat b = 0.40 m, h = 0.40 m baru 1.00 bh 8,055,000.00 Rp 8,055,000.00


18 Pintu angkat b = 0.30 m, h = 0.40 m baru 1.00 bh 7,500,000.00 Rp 7,500,000.00

19 Pintu sorong baja, b = 1,00 m, h = 1,50 m baru 1.00 bh 15,964,000.00 Rp 15,964,000.00

20 Pintu sorong kayu, b = 1,50 m, h = 1,50 m baru 1.00 bh 36,562,000.00 Rp 36,562,000.00

IV PEKERJAAN SALURAN

SALURAN INDUK SEDADII SALURAN INDUK SEDADI ( 30,494 km)

1 Galian tanah biasa 74,013.25 m3 32,795.00 Rp 2,427,264,402.57

2 Bongkaran beton bertulang 4,467.88 m3 204,998.00 Rp 915,906,464.24

3 Bongkaran pasangan batu 13,368.30 m3 194,498.00 Rp 2,600,107,613.40

4 Bongkar pasang sayap 5,859.00 m3 204,998.00 Rp 1,201,083,282.00

5 Urugan Sirtu 1,015.50 m3 116,066.00 Rp 117,865,023.00

6 Siaran 1 : 2 67,283.70 m2 21,987.50 Rp 1,479,400,353.75

7 Plesteran 1 : 3 3,630.75 m2 28,638.80 Rp 103,980,323.10

8 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 5,504.37 bh 1,470,831.33 Rp 8,095,999,842.41

9 Balok beton bertulang 25/40 Precast K.250 9,003.80 bh 903,831.33 Rp 8,137,916,520.05



12 Pembesian 116,021.88 m3 11,719.55 Rp 1,359,724,223.75

13 Begesting 70,839.78 m2 90,219.00 Rp 6,391,094,472.70


15 Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 481.35 m3 353,140.00 Rp 169,983,939.00

16 Sayap Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 65.25 m3 353,140.00 Rp 23,042,385.00


18 Angkur dia 12 mm, L = 40 cm 97,267.00 m3 5,000.00 Rp 486,335,000.00


20 Beton Penahan Tanah 821.30 m3 582,999.13 Rp 478,817,182.99





II SALURAN SEKUNDER TOMPE (110 m) s/d Sadap 1

1 Galian tanah 0.64 m3 32,795.00 Rp 20,956.01

2 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 222.00 bh 808,831.33 Rp 179,560,555.04

III SALURAN SEKUNDER BRAKAS (1,836 km) s/d Sadap 1

1 Lining beton Precast K-250, uk : (100x1.26+0.30) t=8 2,890 bh 721,831.33 Rp 2,086,092,540.81

IV SALURAN SEKUNDER BOTOSIMAN (7,035 km) semua

1 Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 9141.82 m3 353,140.00 Rp 3,228,342,314.80

2 Lining beton Precast K-250, uk : (100x1.70+0.30) t=8 7940.00 bh 721,831.33 Rp 5,731,340,752.26

3 Angkur dia 12 mm, P=40 cm 420.00 bh 5,000.00 Rp 2,100,000.00

4 Tiang pancang beton 12 - 300 4198.00 bh 227,300.61 Rp 954,207,975.32

V SALURAN SEKUNDER LUWUK (637 m) s/d Sadap 1

1 Galian tanah 309.60 m3 32,795.00 Rp 10,153,332.00


VI SALURAN SEKUNDER NGACIR (2,742 km) s/d Sadap 1

1 Galian tanah 865.81 m3 32,795.00 Rp 28,394,238.95


VII SALURAN SEKUNDER GEMPOLDENOK (2,500 km) s/d Sadap 1

1 Galian tanah 782.75 m3 32,795.00 Rp 25,670,286.25


VIII SALURAN SEKUNDER GENETAN (2,600 km) s/d Sadap 1

1 Galian tanah 1029.10 m3 32,795.00 Rp 33,749,334.50


IX SALURAN SEKUNDER WEDEAN (2,448 km) s/d Sadap 1

1 Galian tanah 696.98 m3 32,795.00 Rp 22,857,459.10


X SALURAN SEKUNDER KAMPEK (2,467 km) s/d Sadap 1

1 Galian tanah 834.48 m3 32,795.00 Rp 27,366,771.60


XI SALURAN SEKUNDER WILALUNG (1,100 km) s/d Sadap 1

1 Galian tanah 275.73 m3 32,795.00 Rp 9,042,565.35






PEKERJAAN SALURAN

SALURAN INDUK PENGKOL I SALURAN INDUK PENGKOL (17,710 km)

1 Galian tanah biasa 22,715.84 m3 32,795.00 Rp 744,965,972.80

2 Bongkaran beton bertulang 13,590.00 m3 204,998.00 Rp 2,785,922,820.00


4 Urugan Sirtu 630.00 m3 116,066.00 Rp 73,121,580.00

5 Urugan Tanah Urug 400.00 m3 53,744.00 Rp 21,497,600.00

6 Siaran 1 : 2 97,789.48 m2 21,987.50 Rp 2,150,146,191.50

7 Plesteran 1 : 3 4,746.50 m2 28,638.80 Rp 135,934,064.20

8 Lining beton Precast K-250, uk : (100x3.00+0.40) t=12 15,830.00 bh 1,470,831.33 Rp 23,283,259,938.07

9 Balok beton bertulang 25/40 Precast K.250 10,724.00 bh 903,831.33 Rp 9,692,687,172.20

10 Cor beton mutu K-175 997.07 m3 582,999.13 Rp 581,290,939.54




14 Angkur dia 12 mm, L = 40 cm 63,784.00 bh 5,000.00 Rp 318,920,000.00


II SALURAN SEKUNDER PULUTAN (958 M) s/d Sadap 1


III SALURAN SEKUNDER KRAMAT (1,006 km) s/d Sadap 1


V SALURAN SEKUNDER TRUKO (782 m) s/d Sadap 1


VI SALURAN SEKUNDER GOMPENG (462 m) s/d Sadap 1

1 Galian tanah pada lantai dan beton 158.68 m3 32,795.00 Rp 5,203,910.60


VII SALURAN SEKUNDER NUNJUNGAN (960 m) s/d Sadap 1


2 Urugan tanah urug 180.40 m3 53,744.00 Rp 9,695,417.60


VIII SALURAN SUPLESI GLAPAN - SEDADI (1,818 km)

1 Lining beton Precast K-250, uk : (100x3.00+0.40) t=8 9270.00 bh 1,470,831.33 Rp 13,634,606,419.83

2 Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %) 491.39 m3 353,140.00 Rp 173,529,464.60

3 Tiang pancang beton 12 - 300 3712.00 m3 227,300.61 Rp 843,739,877.18





V PEKERJAAN NORMALISASI SALURAN



1 Galian Tanah Alur 128567.00 m3 11,886.00 Rp 1,528,147,362.00

2 Timbunan Tanah Urug 98476.00 m3 53,744.00 Rp 5,292,494,144.00


1 Galian Tanah Alur 64.00 m3 11,886.00 Rp 760,704.00

2 Timbunan Tanah Urug 542.00 m3 53,744.00 Rp 29,129,248.00


1 Galian Tanah Alur 109.00 m3 11,886.00 Rp 1,295,574.00




















X SALURAN SEKUNDER WILALUNG















III SALURAN SEKUNDER PULUTAN















JUMLAH PEKERJAAN Rp 179,090,087,044.78

PPN 10% Rp 17,909,008,704.48

JUMLAH TOTAL Rp 196,999,095,749.26

DIBULATKAN Rp 196,999,095,000.00

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