PROYEK : INFRASTRUKTUR D'MARCO RESIDENT

LOKASI : CILODONG DEPOK

No. Uraian Kuantitas Harga Satuan Jumlah Harga

(Rp) (Rp)

A. PEKERJAAN PERSIAPAN

1 Mobilisasi dan Demobilisasi Ls 1,00 6.400.000,00 6.400.000,00

2 Keamanan Ls 1,00 3.840.000,00 3.840.000,00

3 Pembersihan lokasi Ls 1,00 9.600.000,00 9.600.000,00

4 Shop drawing Ls 1,00 3.020.160,00 3.020.160,00

5 As-Built Drawing Ls 1,00 3.020.160,00 3.020.160,00

6 Laporan Progress & Foto-foto Dokumentasi Ls 1,00 2.560.000,00 2.560.000,00

Sub Total A 28.440.320,00

B. PEKERJAAN JALAN SATU ARAH PANJANG 70,00 m

1 Penyiapan Badan Jalan m2 532,00 3.840,00 2.042.880,00

2 Limestone t = 40 cm (padat) m3 212,80 224.000,00 47.667.200,00

3 Macadam t = 15 cm (padat) m3 79,80 323.840,00 25.842.432,00

4 Paving Block t = 8 cm m2 490,00 146.720,00 71.892.800,00

5 Pasangan Batu Kali m3 17,50 913.920,00 15.993.600,00

6 Pasangan Bata t = 15 cm m2 56,00 160.000,00 8.960.000,00

Unit

DAFTAR KUANTITAS DAN HARGA

6 Pasangan Bata t = 15 cm m2 56,00 160.000,00 8.960.000,00

7 Urugan Tanah m3 35,88 188.160,00 6.750.240,00

8 Kanstin Tipe S m 140,00 171.520,00 24.012.800,00

9 Tanaman Scrub m2 143,50 25.600,00 3.673.600,00

10 Pohon Palm buah 18,50 512.000,00 9.472.000,00

11 Pohon Trambesi buah 18,50 108.800,00 2.012.800,00

Sub Total B 218.320.352,00

C. PEKERJAAN JALAN SATU ARAH PANJANG 170,00 m

1 Penyiapan Badan Jalan m2 1.292,00 3.840,00 4.961.280,00

2 Limestone t = 40 cm (padat) m3 516,80 224.000,00 115.763.200,00

3 Macadam t = 15 cm (padat) m3 193,80 323.840,00 62.760.192,00

4 Paving Block t = 8 cm m2 1.190,00 146.720,00 174.596.800,00

5 Pasangan Batu Kali m3 42,50 913.920,00 38.841.600,00

6 Pasangan Bata t = 15 cm m2 204,00 160.000,00 32.640.000,00

7 Urugan Tanah m3 158,95 188.160,00 29.908.032,00

8 Urugan Sirtu m3 40,80 309.760,00 12.638.208,00

9 Paving Block t = 6 cm m2 204,00 133.664,00 27.267.456,00

10 Kanstin Tipe S m 340,00 171.520,00 58.316.800,00

11 Gorong-Gorong Beton Bertulang dia. 40 cm m 170,00 384.000,00 65.280.000,00

12 Tanaman Scrub m2 348,50 25.600,00 8.921.600,00

13 Pohon Palm buah 44,00 512.000,00 22.528.000,00

14 Pohon Trambesi buah 44,00 108.800,00 4.787.200,00

Sub Total C 659.210.368,00

D. PEKERJAAN JALAN SATU ARAH PANJANG 300,00 m

1 Penyiapan Badan Jalan m2 2.280,00 3.840,00 8.755.200,00

2 Limestone t = 40 cm (padat) m3 912,00 224.000,00 204.288.000,00 2 Limestone t = 40 cm (padat) m3 912,00 224.000,00 204.288.000,00

3 Macadam t = 15 cm (padat) m3 342,00 323.840,00 110.753.280,00

No. Uraian Kuantitas Harga Satuan Jumlah Harga

(Rp) (Rp)Unit

4 Paving Block t = 8 cm m2 2.100,00 146.720,00 308.112.000,00

5 Pasangan Batu Kali m3 351,00 913.920,00 320.785.920,00

6 Pasangan Bata t = 15 cm m2 480,00 160.000,00 76.800.000,00

7 Urugan Tanah m3 326,25 188.160,00 61.387.200,00

8 Urugan Sirtu m3 72,00 309.760,00 22.302.720,00

9 Paving Block t = 6 cm m2 360,00 133.664,00 48.119.040,00

10 Kanstin Tipe S m 600,00 171.520,00 102.912.000,00

11 Gorong-Gorong Beton Bertulang dia. 40 cm m 300,00 384.000,00 115.200.000,00

12 Tanaman Scrub m2 945,00 25.600,00 24.192.000,00

13 Rumput Gajah m2 960,00 15.360,00 14.745.600,00

14 Pohon Palm buah 76,00 512.000,00 38.912.000,00

15 Pohon Trambesi buah 152,00 108.800,00 16.537.600,00

Sub Total D 1.473.802.560,00

E. PEKERJAAN JALAN SATU ARAH PANJANG 50,00 m

1 Penyiapan Badan Jalan m2 380,00 3.840,00 1.459.200,00

2 Limestone t = 40 cm (padat) m3 152,00 224.000,00 34.048.000,00

3 Macadam t = 15 cm (padat) m3 57,00 323.840,00 18.458.880,00

4 Paving Block t = 8 cm m2 350,00 146.720,00 51.352.000,00

5 Pasangan Batu Kali m3 12,50 913.920,00 11.424.000,00

6 Pasangan Bata t = 15 cm m2 40,00 160.000,00 6.400.000,00

7 Urugan Tanah m3 25,63 188.160,00 4.821.600,00

8 Kanstin Tipe S m 100,00 171.520,00 17.152.000,00

9 Tanaman Scrub m2 102,50 25.600,00 2.624.000,00

10 Pohon Palm buah 14,00 512.000,00 7.168.000,00

11 Pohon Trambesi buah 14,00 108.800,00 1.523.200,00

Sub Total E 156.430.880,00

F. PEKERJAAN JALAN DUA ARAH PANJANG 287,00 m

1 Penyiapan Badan Jalan m2 4.362,40 3.840,00 16.751.616,00

2 Limestone t = 40 cm (padat) m3 1.744,96 224.000,00 390.871.040,00

3 Macadam t = 15 cm (padat) m3 654,36 323.840,00 211.907.942,40

4 Paving Block t = 8 cm m2 2.870,00 146.720,00 421.086.400,00

5 Pasangan Batu Kali m3 407,54 913.920,00 372.458.956,80

6 Pasangan Bata t = 15 cm m2 688,80 160.000,00 110.208.000,00

7 Urugan Tanah m3 416,15 188.160,00 78.302.784,00

8 Urugan Sirtu m3 137,76 309.760,00 42.672.537,60

9 Paving Block t = 6 cm m2 688,80 133.664,00 92.067.763,20

10 Kanstin Tipe S m 1.148,00 171.520,00 196.904.960,00

11 Gorong-Gorong Beton Bertulang dia. 40 cm m 574,00 384.000,00 220.416.000,00

12 Tanaman Scrub m2 1.320,20 25.600,00 33.797.120,00

13 Rumput m2 918,40 15.360,00 14.106.624,00

14 Pohon Palm buah 146,00 512.000,00 74.752.000,00

15 Pohon Trambesi buah 146,00 108.800,00 15.884.800,00

Sub Total F 2.292.188.544,00

G. PEKERJAAN JEMBATAN UTAMA PANJANG 12,68 m

1 Macadam t = 30 cm (padat) m3 54,78 323.840,00 17.739.955,20

2 Paving Block t = 8 cm m2 182,60 146.720,00 26.791.072,00

3 Pasangan Batu Kali m3 72,05 913.920,00 65.850.677,76

4 Sasak bambu m2 29,16 8.960,00 261.309,44 4 Sasak bambu m2 29,16 8.960,00 261.309,44

5 Cerucuk m 237,24 25.600,00 6.073.344,00

6 Beton Bertulang K 250 m3 15,51 1.928.960,00 29.922.027,52

7 Urugan tanah m3 122,56 188.160,00 23.060.136,96

8 Gorong-Gorong Beton Bertulang dia. 100 cm m 38,04 1.088.000,00 41.387.520,00

No. Uraian Kuantitas Harga Satuan Jumlah Harga

(Rp) (Rp)Unit

9 Kanstin m 25,36 147.200,00 3.732.992,00

10 Pasangan Bata t = 15 cm Plester Aci m2 25,36 313.600,00 7.952.896,00

11 Beton Rabat m3 2,28 960.000,00 2.191.104,00

Sub Total G 224.963.034,88

H. PEKERJAAN JEMBATAN PENGHUBUNG PANJANG 6,00 m

1 Limestone t = 40 cm (padat) m3 7,68 224.000,00 1.720.320,00

2 Macadam t = 15 cm (padat) m3 2,88 323.840,00 932.659,20

3 Paving Block t = 8 cm m2 19,20 146.720,00 2.817.024,00

4 Pasangan Batu Kali m3 31,60 913.920,00 28.879.872,00

5 Sasak bambu m2 10,80 8.960,00 96.768,00

6 Cerucuk m 117,00 25.600,00 2.995.200,00

7 Beton Bertulang K 250 m3 3,45 1.928.960,00 6.654.912,00

8 Urugan tanah m3 52,04 188.160,00 9.792.316,80

9 Kanstin m 12,00 147.200,00 1.766.400,00

10 Pasangan Bata t = 15 cm Plester Aci m2 12,00 313.600,00 3.763.200,00

11 Beton Rabat m3 1,08 960.000,00 1.036.800,00

12 Armco m 6,00 3.417.600,00 20.505.600,00

Sub Total H 80.961.072,00

I. PEKERJAAN JEMBATAN PENGHUBUNG PANJANG 7,50 m

1 Limestone t = 40 cm (padat) m3 9,60 224.000,00 2.150.400,00 1 Limestone t = 40 cm (padat) m3 9,60 224.000,00 2.150.400,00

2 Macadam t = 15 cm (padat) m3 3,60 323.840,00 1.165.824,00

3 Paving Block t = 8 cm m2 24,00 146.720,00 3.521.280,00

4 Pasangan Batu Kali m3 33,64 913.920,00 30.744.268,80

5 Sasak bambu m2 13,50 8.960,00 120.960,00

6 Cerucuk m 144,00 25.600,00 3.686.400,00

7 Beton Bertulang K 250 m3 4,31 1.928.960,00 8.318.640,00

8 Urugan tanah m3 65,94 188.160,00 12.406.564,80

9 Kanstin m 15,00 147.200,00 2.208.000,00

10 Pasangan Bata t = 15 cm Plester Aci m2 15,00 313.600,00 4.704.000,00

11 Beton Rabat m3 1,35 960.000,00 1.296.000,00

12 Armco m 7,50 3.417.600,00 25.632.000,00

Sub Total I 95.954.337,60

J. PEKERJAAN JEMBATAN PENGHUBUNG PANJANG 5,50 m

1 Limestone t = 40 cm (padat) m3 7,04 224.000,00 1.576.960,00

2 Macadam t = 15 cm (padat) m3 2,64 323.840,00 854.937,60

3 Paving Block t = 8 cm m2 17,60 146.720,00 2.582.272,00

4 Pasangan Batu Kali m3 30,92 913.920,00 28.258.406,40

5 Sasak bambu m2 9,90 8.960,00 88.704,00

6 Cerucuk m 108,00 25.600,00 2.764.800,00

7 Beton Bertulang K 250 m3 3,16 1.928.960,00 6.100.336,00

8 Urugan tanah m3 47,41 188.160,00 8.920.900,80

9 Kanstin m 11,00 147.200,00 1.619.200,00

10 Pasangan Bata t = 15 cm Plester Aci m2 11,00 313.600,00 3.449.600,00

11 Beton Rabat m3 0,99 960.000,00 950.400,00

12 Armco m 5,50 3.417.600,00 18.796.800,00

Sub Total J 75.963.316,80

K. PEKERJAAN JEMBATAN PENGHUBUNG PANJANG 6,00 m

1 Limestone t = 40 cm (padat) m3 7,68 224.000,00 1.720.320,00

2 Macadam t = 15 cm (padat) m3 2,88 323.840,00 932.659,20

3 Paving Block t = 8 cm m2 19,20 146.720,00 2.817.024,00

No. Uraian Kuantitas Harga Satuan Jumlah Harga

(Rp) (Rp)Unit

4 Pasangan Batu Kali m3 31,60 913.920,00 28.879.872,00

5 Sasak bambu m2 10,80 8.960,00 96.768,00

6 Cerucuk m 117,00 25.600,00 2.995.200,00

7 Beton Bertulang K 250 m3 3,45 1.928.960,00 6.654.912,00

8 Urugan tanah m3 52,04 188.160,00 9.792.316,80

9 Kanstin m 12,00 147.200,00 1.766.400,00

10 Pasangan Bata t = 15 cm Plester Aci m2 12,00 313.600,00 3.763.200,00

11 Beton Rabat m3 1,08 960.000,00 1.036.800,00

12 Armco m 6,00 3.417.600,00 20.505.600,00

Sub Total K 80.961.072,00

TOTAL 5.387.195.857,28

PPN 10% 538.719.585,73

GRAND TOTAL 5.925.915.443,01

DIBULATKAN 5.925.915.443,00

Bekasi, 19 Maret 2015

PT. KALAPA SATANGKAL MAKMUR SEJAHTERA

Adang Irawan, ST. MM. MT

Kuasa Direktur