Volume Pekerjaan

HIDRAN UMUM

No Urain Pekerjaan Volume Harga Satuan

I PEKERJAAN TANAH DAN PASIR1 Pekerjaan Galian Tanah 16.00 M3 39,000.00 2 Pekerjaan Timbunan Tanah Kembali 5.40 M3 13,000.00 3 Pekerjaan Urugan Pasir 2.64 M3 192,600.00

II PEKERJAAN PASANGAN DAN PLESTERAN1 Pasangan Batu bata 1/2 batu camp 1 : 2 54.44 M2 118,265.00 2 Pas. Batu Kali 1 : 4 8.96 M3 734,075.00 3 Pas. Batu Kosong 2.68 M3 365,595.00 4 Plesteran 1 : 2 tebal 15 mm 164.48 M2 47,228.20 5 Acian Plesteran 164.48 M2 23,100.00

III PEKERJAAN BETON1 Lantai Kerja Beton K100 1.76 M3 808,670.00 2 Beton Bertulang Sloof 15/20

- Beton K-225 0.80 M3 1,021,854.29 - Tulangan Beton 135.48 Kg 11,827.00 - Bekesting 5.76 M2 142,000.00

3 Beton Bertulang Kolom 15/15- Beton K-225 0.56 M3 1,021,854.29 - Tulangan Beton 148.00 Kg 11,827.00 - Bekesting 7.20 M2 227,985.00

4 Beton Bertulang Ring Balk 15/20- Beton K-225 0.80 M3 1,021,854.29 - Tulangan Beton 135.48 Kg 11,827.00 - Bekesting 8.16 M2 233,985.00

5 Plat Lantai Dasar Tebal 10 Cm- Beton K-225 0.92 M3 1,021,854.29 - Tulangan Beton 306.64 Kg 11,827.00

6 Plat Atas Tebal 10 Cm- Beton K-225 0.64 M3 1,021,854.29 - Tulangan Beton 208.16 Kg 11,827.00 - Bekesting 7.72 M2 287,985.00

IV PEKERJAAN PENGECETAN1 Pengecetan Tembok 93.48 M2 12,539.50 2 Pengecetan Besi 2.56 M2 13,950.00

V PEKERJAAN PELENGKAP HIDRAN UMUM1 Pembuatan Streadbox Pas 1/2 bata 1 : 2 5.48 M2 118,265.00 2 Pembuatan Penutup Streadbox 4.00 Bh 140,000.00 3 Pembuatan Plat Penutup Menhole 4.00 Bh 140,000.00

VI PEKERJAAN PENGADAAN / PEMASANGAN ACCESSIRIES1 40.00 M' 109,505.00 2 4.00 Bh 38,675.00 3 12.00 Bh 32,675.00 4 12.00 Bh 140,000.00 5 4.00 Bh 32,500.00 6 4.00 Bh 32,500.00 7 4.00 Bh 30,000.00

Pengadaan dan Pemasangan Pipa GIP Ø 3/4"Pengadaan dan Pemasangan Stop Kran Ø 3/4"Pengadaan dan Pemasangan Stop Kran Ø 1/2"Pengadaan dan Pemasangan Outlet Pipa Gip Ø 1/2"Pemasangan Over flow Pipa Gip Ø 3/4"Pemasangan Pipa Penguras Pipa Gip Ø 3/4"Dop Pipa Gip Ø 3/4"

Jumlah Harga

624,000.00 70,200.00 508,464.00 1,202,664.00

6,438,346.60 6,577,312.00 979,794.60 7,768,094.34 3,799,488.00 25,563,035.54

1,423,259.20

817,483.43 1,602,321.96 817,920.00

572,238.40 1,750,396.00 1,641,492.00

817,483.43 1,602,321.96 1,909,317.60

940,105.95 3,626,631.28

653,986.75 2,461,908.32 2,223,244.20 22,860,110.48

1,172,192.46 35,712.00 1,207,904.46

648,092.20 560,000.00 560,000.00 1,768,092.20

4,380,200.00 154,700.00 392,100.00 1,680,000.00 130,000.00 130,000.00 120,000.00 6,987,000.00

59,588,806.67

14,887,045.72 59,548,182.88

No Uraian PekerjaanKONTRAK

Contract Change Order (CCO) AMANDEMEN I

Pekerjaan Tambah Pekerjaan Kurang Vol Jumlah Harga Vol Harga Satuan Jumlah Harga Vol Jumlah Harga Vol Jumlah Harga

I PEKERJAAN PERSIAPANI.1 Pengkuran dan Pematokan 1.00 Ls 1,500,000.00 1,500,000.00 - - - - 1.00 1,500,000.00

1,500,000.00 - - 1,500,000.00

II PEMBUATAN INTEKII.1 PEKERJAAN TANAH DAN PASIR

1 Pekerjaan Galian Tanah 25.11 M3 35,000.00 879,018.00 - - 24.61 861,518.00 0.50 17,500.00 2 Pekerjaan Timbunan Tanah Kembali 6.28 M3 11,666.67 73,251.52 - - 6.03 70,334.85 0.25 2,916.67 3 Pekerjaan Urugan Pasir 1.65 M3 191,000.00 315,283.70 - - 1.55 296,183.70 0.10 19,100.00

II.2 PEKERJAAN PASANGAN DAN PLESTERAN1 Pasangan Batu Kosong 1.24 M3 357,405.00 442,020.63 - - 1.24 442,020.63 - - 2 Pasangan Batu Kali 1 : 4 3.56 M3 718,325.00 2,554,363.70 - - 3.56 2,554,363.70 - - 3 Plesteran Camp 1 : 2 tebal 15 mm 57.51 M2 44,078.20 2,535,025.44 - - 54.51 2,402,790.84 3.00 132,234.60 4 Acian Plesteran 57.51 M2 21,000.00 1,207,752.00 - - 54.51 1,144,752.00 3.00 63,000.00 5 Pasangan Bronjong Batu Kali 6.00 M3 560,529.00 3,363,174.00 - - - - 6.00 3,363,174.00

II.3 PEKERJAAN BETON1 Lantai Kerja Beton K100 1.29 M3 796,840.36 1,024,816.39 - - 1.19 945,132.35 0.10 79,684.04 2 Plat Lanai dasar Tebal 20 cm -

Beton K225 1.69 M3 1,010,024.29 1,710,981.15 - - 1.49 1,508,976.29 0.20 202,004.86 Tulangan Beton 216.01 Kg 11,613.00 2,508,512.05 - - 191.65 2,225,619.37 24.36 282,892.68 Bekesting 4.84 M2 126,540.00 612,453.60 - - 2.84 359,373.60 2.00 253,080.00

3 Plat Atas Tebal 10 cm - Beton K225 0.55 M3 1,010,024.29 554,503.34 - - 0.55 554,503.34 - - Tulangan Beton 120.35 Kg 11,613.00 1,397,666.36 - - 120.35 1,397,666.36 - - Bekesting 5.67 M2 281,055.00 1,593,581.85 - - 5.67 1,593,581.85 - -

4 Dinding Tebal 15 cm - Beton K225 2.54 M3 1,010,024.29 2,566,471.72 - - 1.94 1,960,457.15 0.60 606,014.57 Tulangan Beton 462.65 Kg 11,613.00 5,372,731.22 - - 293.90 3,413,037.47 168.75 1,959,693.75 Bekesting 33.67 M2 246,055.00 8,284,671.85 25.67 6,316,231.85 8.00 1,968,440.00

II.4 PEKERJAAN PENGECETAN1 Pengecetan Tembok 18.48 M2 11,784.50 217,824.70 - - 15.48 182,471.20 3.00 35,353.50 2 Pengecetan Besi 0.72 M2 11,750.00 8,460.00 - - 0.72 8,460.00 - -

II.5 PEKERJAAN PELENGKAP INTAKE1 Pembuatan Streadbox Pas 1/2 bata 2.52 M2 115,615.00 291,349.80 - - - - 2.52 291,349.80 2 Pembuatan Penutup Streadbox 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00 3 Pembuatan Penutup Menhole 2.00 Bh 140,000.00 280,000.00 - - 1.00 140,000.00 1.00 140,000.00 4 Screen Ram Besi 2.00 Bh 400,000.00 800,000.00 - - 1.00 400,000.00 1.00 400,000.00

38,733,913.01 - 28,777,474.55 9,956,438.47

II.6 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Double Flanged Strainer GIP 3" 1.00 Bh 280,000.00 280,000.00 - - - - 1.00 280,000.00 2 Double Flanged Gate Valve Cl 3" 2.00 Bh 950.00 1,900.00 - - 1.00 950.00 1.00 950.00 3 Double Flanged Pipa GIP 3" x 40 cm 2.00 Bh 325,000.00 650,000.00 - - - 2.00 650,000.00 4 Flanged Spigot PVC 3" 2.00 Bh 200,000.00 400,000.00 - - 1.00 200,000.00 1.00 200,000.00

40,065,813.01 - 28,978,424.55 11,087,388.47

III. PEMBATAN IDRAN UMUM (HU)III.A PEMBATAN IDRAN UMUM (HU) 01III.1 PEKERJAAN TANA DAN PASIR

1 Pekerjaan Galian Tanah 4.06 M3 35,000.00 142,170.00 - - - - 4.06 142,170.00 2 Pekerjaan Timbunan Tanah kembali 1.35 M3 11,666.67 15,796.67 - - - - 1.35 15,796.67 3 Pekerjaan Urugan Pasir 0.66 M3 191,000.00 125,821.25 - - - - 0.66 125,821.25

III.2 PEKERJAAN PASANGAN DAN PLESTERAN1 Pasangan Bata Merah 1/2 Batu 1 : 2 13.61 M2 115,615.00 1,572,942.08 - - - - 13.61 1,572,942.08 2 Pasangan Batu Kali 1 : 4 2.24 M3 718,325.00 1,611,921.30 - - - - 2.24 1,611,921.30 3 Pasangan Batu Kosong 0.67 M3 357,405.00 238,835.89 - - - - 0.67 238,835.89 4 Plestean Camp 1 : 2 Tebal 1,5 cm 41.12 M2 44,078.20 1,812,671.90 - - - - 41.12 1,812,671.90 5 Acian Plesteran 41.12 M2 21,000.00 863,604.00 - - - - 41.12 863,604.00

III.3 PEKERJAAN BETON1 Lantai Kerja BetonK100 0.44 M3 796,840.36 350,012.13 - - - - 0.44 350,012.13 2 Beton Bertlang Sloof 15/20

Beton K225 0.20 M3 1,010,024.29 199,984.81 - - - - 0.20 199,984.81 Tulangan Beton 33.87 Kg 11,613.00 393,346.25 - - - - 33.87 393,346.25 Bekesting 1.44 M2 136,540.00 196,617.60 - - - - 1.44 196,617.60

3 Beton Betulang Kolom 15/15Beton K225 0.14 M3 1,010,024.29 136,353.28 - - - - 0.14 136,353.28 Tulangan Beton 37.00 Kg 11,613.00 429,702.68 - - - - 37.00 429,702.68 Bekesting 1.80 M2 221,055.00 397,899.00 - - - - 1.80 397,899.00

4 Beton Bertulang Ring Balk 15/20Beton K225 0.20 M3 1,010,024.29 199,984.81 - - - - 0.20 199,984.81 Tulangan Beton 33.87 Kg 11,613.00 393,346.25 - - - - 33.87 393,346.25 Bekesting 2.04 M2 227,055.00 463,192.20 - - - - 2.04 463,192.20

5 Plat Lantai DasarBeton K225 0.23 M3 1,010,024.29 227,255.47 - - - - 0.23 227,255.47 Tulangan Beton 76.66 Kg 11,613.00 890,299.03 - - - - 76.66 890,299.03

6 Plat Atas Tebal 10 cmBeton K225 0.16 M3 1,010,024.29 162,613.91 - - - - 0.16 162,613.91 Tulangan Beton 52.04 Kg 11,613.00 604,303.36 - - - - 52.04 604,303.36 Bekesting 1.93 M2 281,055.00 542,436.15 - - - - 1.93 542,436.15

11,971,110.00 - - 11,971,110.00

Pekerjaan Tambah Pekerjaan Kurang Vol Jumlah Harga Vol Harga Satuan Jumlah Harga Vol Jumlah Harga Vol Jumlah Harga 11,971,110.00 - - 11,971,110.00

III.4 PEKERJAAN PENGECETAN1 Pengecetan Tembok 23.37 M2 11,784.50 275,450.90 - - - - 23.37 275,450.90 2 Pengecetan Besi 0.64 M2 11,750.00 7,520.00 - - - - 0.64 7,520.00

III.5 PEKERJAAN PELENGKAP HIDRAN UMUM (HU)1 Pembuatan Sreadbox Pas 1/2 Bata 1 : 2 1.37 M2 115,615.00 157,814.48 - - - - 1.37 157,814.48 2 Pembuatan Penutup Streadbox 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00 3 Pembuatan Plat Penutup Manhole 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00

III.6 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Pengadaan dan Pemasangan Pipa GIP 3/4" 10.00 M' 108,065.00 1,080,650.00 - - - - 10.00 1,080,650.00 2 Pengadaan dan Pemasangan Stop Kran 3/4" 1.00 Bh 37,575.00 37,575.00 - - - - 1.00 37,575.00 3 Pengadaan dan Pemasangan Stop Kran 1/2" 3.00 Bh 31,575.00 94,725.00 - - - - 3.00 94,725.00 4 Pengadaan dan Pemasangan Outlet Pipa GIP 1/2" 3.00 Bh 140,000.00 420,000.00 - - - - 3.00 420,000.00 5 Pemasangan Overflow Pipa GIP 3/4" 1.00 Bh 32,500.00 32,500.00 - - - - 1.00 32,500.00 6 Pemasangan Pipa Penguas GIP 3/4" 1.00 Bh 32,500.00 32,500.00 - - - - 1.00 32,500.00 7 Dop GIP 3/4" 1.00 Bh 30,000.00 30,000.00 - - - - 1.00 30,000.00

14,419,845.38 - - 14,419,845.38

Total Hidran Umum 4.00 Bh 14,419,845.38 57,679,381.51 4.00 - 4 - 4 57,679,381.51

IV. PEMBUATAN SARINGAN PASIR LAMBAT (SPL)IV.1 PEKERJAAN TANAH DAN PASIR

1 Galian Tanah 35.47 M3 35,000.00 1,241,511.25 - - - - 35.47 1,241,511.25 2 Urugan Pasir Bawah Lantai 3.11 M3 191,000.00 594,602.10 - - - - 3.11 594,602.10 3 Urugan Tanah Kembali 11.82 M3 11,666.67 137,945.73 - - - - 11.82 137,945.73

IV.2 PEKERJAAN BETON1 Lantai Kerja Beton K100 3.11 M3 796,840.36 2,480,643.72 - - - - 3.11 2,480,643.72 2 Plat Lantai Dasar Tebal 20 cm

Beton K225 6.17 M3 1,010,024.29 6,229,627.82 - - - - 6.17 6,229,627.82 Tulangan Beton 951.08 Kg 11,613.00 11,044,932.92 - - - - 951.08 11,044,932.92 Bekesting 9.64 M2 126,540.00 1,219,845.60 - - - - 9.64 1,219,845.60

3 Plat Atas Tebal 20 cm + TalangBeton K225 3.51 M3 1,010,024.29 3,547,851.72 - - - - 3.51 3,547,851.72 Tulangan Beton 456.57 Kg 11,613.00 5,302,122.33 - - - - 456.57 5,302,122.33 Bekesting 21.18 M2 281,055.00 5,953,869.12 - - - - 21.18 5,953,869.12

4 Dinding Tebal 20 cmBeton K225 11.86 M3 1,010,024.29 11,975,858.01 - - - - 11.86 11,975,858.01 Tulangan Beton 1,543.46 Kg 11,613.00 17,924,228.85 - - - - 1,543.46 17,924,228.85 Bekesting 121.44 M2 246,055.00 29,880,919.20 - - - - 121.44 29,880,919.20

5 Tegel Beton dan Balok Beton Beton K225 1.85 M3 1,010,024.29 1,866,949.10 - - - - 1.85 1,866,949.10 Tulangan Beton 33.75 Kg 11,613.00 391,977.46 - - - - 33.75 391,977.46 Bekesting 10.80 M2 227,055.00 2,452,194.00 - - - - 10.80 2,452,194.00

IV.3 PEKERJAAN PLESTERAN1 Plestean Camp 1 : 2 Tebal 1,5 cm 184.83 M2 44,078.20 8,147,141.20 - - - - 184.83 8,147,141.20 2 Acian Plesteran 184.83 M2 21,000.00 3,881,509.80 - - - - 184.83 3,881,509.80

IV.4 PEKERJAAN PELENGKAP SPL1 Pembuatan Streadbox Pas 1/2 bata 1: 3 6.60 M2 115,615.00 763,059.00 - - - - 6.60 763,059.00 2 Pembuatan Pentup Streadbox 2.00 Bh 140,000.00 280,000.00 - - - - 2.00 280,000.00 3 Pembuatan Plat Penutup Manhole 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00 4 Air Vent GIP 3" 2.00 Bh 165,000.00 330,000.00 - - - - 2.00 330,000.00 5 Tangga Pipi GIP 1" 4.00 Bh 165,000.00 660,000.00 - - - - 4.00 660,000.00

IV.5 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Pipa Inlet

Double Flanged Gate Valve 3" 2.00 Bh 950.00 1,900.00 - - - - 2.00 1,900.00 DF Pipa GIP 3" x 60 cm 3.00 Bh 200,000.00 600,000.00 - - - - 3.00 600,000.00 DF Pipa GIP 3" x 200 cm 1.00 Bh 220,000.00 220,000.00 - - - - 1.00 220,000.00

3.00 Bh 210,000.00 630,000.00 - - - - 3.00 630,000.00 Flanged Soced PVC 3" 1.00 Bh 114,000.00 114,000.00 - - - - 1.00 114,000.00

2 Pipa OutletFlanged Strainer 3" 1.00 Bh 960,000.00 960,000.00 - - - - 1.00 960,000.00

Doble Flanged Band Cl 3" x 90⁰

DF Pipa GIP 3" x 60 cm 2.00 Bh 210,000.00 420,000.00 - - - - 2.00 420,000.00 DF Gate Valve Cl 3" 1.00 Bh 950.00 950.00 - - - - 1.00 950.00 Flanged Spigot PVC 3" 1.00 Bh 320,000.00 320,000.00

119,713,638.92 - - 119,393,638.92

119,713,638.92 - - 119,393,638.92 3 Pipa Overflow dan Penguras

Flanged Pipa GIP 3" x 60 cm 1.00 Bh 216,000.00 216,000.00 - - - - 1.00 216,000.00 DF Pipa GIP 3" x 200 cm 1.00 Bh 226,000.00 226,000.00 - - - - 1.00 226,000.00 DF Valve Cl 3" 1.00 Bh 63,000.00 63,000.00 - - - - 1.00 63,000.00 Flanged Socked PVC 3" 1.00 Bh 114,000.00 114,000.00 - - - - 1.00 114,000.00

4 Pipa back wash dan bypass - All Flanged Tee Cl 3" x 3" 2.00 Bh 400,000.00 800,000.00 - - - - 2.00 800,000.00

2.00 Bh 210,000.00 420,000.00 - - - - 2.00 420,000.00 Flanged Pipa GIP 3" x 60 cm 2.00 Bh 200,000.00 400,000.00 - - - - 2.00 400,000.00 DF Pipa GIP 3" x 150 cm 2.00 Bh 221,500.00 443,000.00 - - - - 2.00 443,000.00 DF Pipa GIP 3" x 225 cm 2.00 Bh 245,500.00 491,000.00 - - - - 2.00 491,000.00 DF Pipa GIP 3" x 1000 cm 1.00 Bh 3,000,000.00 3,000,000.00 - - - - 1.00 3,000,000.00 Flanged GIP 3" 2.00 Bh 160,000.00 320,000.00 - - - - 2.00 320,000.00

IV.6 PEKERJAAN PENGECETAN1 Pengecetan Besi 10.94 M2 11,750.00 128,545.00 - - - - 10.94 128,545.00 2 Pengecetan tembok 93.68 M2 11,784.00 1,103,889.47 - - - - 93.68 1,103,889.47

IV.7 PEKERJAAN MATERIAL PENYARINGAN1 Pasir 1.20 M3 191,000.00 229,200.00 - - - - 1.20 229,200.00 2 Kerikil 1/2 1.20 M3 284,000.00 340,800.00 - - 1.20 408,960.00 3 Kerikil 2/3 1.80 M3 284,000.00 511,200.00 - - - - 1.80 511,200.00

128,520,273.39 - - 128,268,433.39

20,002,129.51 4,117,902.60

Double Flanged Bend Cl 3" x 90⁰

V. PEKERJAAN JARINGAN PIPA DAN ACESSORIES1 Pengadaan Pipa PVC 3" 375.00 M' 60,000.00 22,500,000.00 - - - - 375.00 22,500,000.00 2 Galian Pipa PVC 3" 375.00 M' 5,775.00 2,165,625.00 - - - - 375.00 2,165,625.00 3 Pemasangan Pipa PVC 3" 375.00 M' 11,458.33 4,296,873.75 - - - - 375.00 4,296,873.75 4 Timbunan Pipa PVC 3" 375.00 M' 1,873.48 702,555.00 - - - - 375.00 702,555.00 5 Pengadaan Pipa PVC 2" 775.00 M' 31,000.00 24,025,000.00 - - - - 775.00 24,025,000.00 6 Galian Pipa PVC 2" 775.00 M' 4,375.00 3,390,625.00 - - - - 775.00 3,390,625.00 7 Pemasangan Pipa PVC 2" 775.00 M' 10,666.70 8,266,692.50 - - - - 775.00 8,266,692.50 8 Timbunan Pipa PVC 2" 775.00 M' 1,435.44 1,112,466.00 - - - - 775.00 1,112,466.00 9 Pengadaan Pipa GIP 3" 136.00 M' 270,000.00 36,720,000.00 - - - - 136.00 36,720,000.00

10 Pemasangan Pipa GIP 3" 136.00 M' 26,966.01 3,667,377.36 - - - - 136.00 3,667,377.36 11 Pengadaan Pipa GIP 2" 14.00 M' 170,000.00 2,380,000.00 - - - - 14.00 2,380,000.00 12 Pemasangan Pipa GIP 2" 14.00 M' 21,796.78 305,154.92 - - - - 14.00 305,154.92 13 Flanged GIP 3" 23.00 Bh 151,500.00 3,484,500.00 - - - - 23.00 3,484,500.00 14 Flanged GIP 2" 5.00 Bh 117,500.00 587,500.00 - - - - 5.00 587,500.00 15 Band GIP 3" 10.00 Bh 395,000.00 3,950,000.00 - - - - 10.00 3,950,000.00 16 Packing Karet 3" 23.00 Bh 10,000.00 230,000.00 - - - - 23.00 230,000.00 17 Packing Karet 2" 5.00 Bh 9,500.00 47,500.00 - - - - 5.00 47,500.00 18 Baut dan Mur 184.00 Bh 18,600.00 3,422,400.00 - - - - 184.00 3,422,400.00 19 Clamp Sadel 3" x 3/4 4.00 Bh 60,000.00 240,000.00 - - - - 4.00 240,000.00

121,494,269.52 - - 121,494,269.52 VI. PELINTASAN PIPAVI.1 PEKERJAAN TANAH DAN PASIR

1 Galian Tanah - M3 35,000.00 - 3.94 137,900.00 - - 3.94 137,900.00 2 Urugan Tanah Kembali - M3 11,666.67 - 0.98 11,433.34 - - 0.98 11,433.34 3 Urugan Pasir - M' 191,000.00 - 0.24 45,840.00 - - 0.24 45,840.00

VI.2 PEKERJAAN BETON1 Lantai Kerja Beton K100 - M3 796,840.36 - 0.25 199,210.09 - - 0.25 199,210.09 2 Beton K225 - M3 1,010,024.29 - 5.37 5,423,830.44 - - 5.37 5,423,830.44 3 Tulangan Beton - Kg 11,613.00 - 229.08 2,660,306.04 - - 229.08 2,660,306.04 4 Bekesting - M2 221,055.00 - 31.84 7,038,391.20 - - 31.84 7,038,391.20

VI.3 PEKERJAAN PLESTERAN - - 1 Plesteran 1 : 2 - M2 44,078.20 - 15.20 669,988.64 - - 15.20 669,988.64 2 Acian - M' 21,000.00 - 15.20 319,200.00 - - 15.20 319,200.00

VI.4 PEKERJAAN PIPA DAN ACSESSORIES1 Pipa 3"+Flanged Gip+Packing Karet+Baut - M' 250,500.00 - 16.00 4,008,000.00 - - 16.00 4,008,000.00 2 Double Flanged Bend Cl 3" x 45 - Bh 205,000.00 - 4.00 820,000.00 - - 4.00 820,000.00 3 Tali Slang (Labrang 14 mm) - M' 145,000.00 - 25.00 3,625,000.00 - - 25.00 3,625,000.00

4 Track Mur 14 mm - Bh 97,500.00 - 2.00 195,000.00 - - 2.00 195,000.00 5 Clamp + Baut & Mur - Bh 50,000.00 - 16.00 800,000.00 - - 16.00 800,000.00 6 Kuku Macan 14 mm - Bh 50,000.00 - 8.00 400,000.00 - - 8.00 400,000.00 7 Besi Beton (Penggantung) - Kg 11,613.00 - 19.76 229,472.88 - - 19.76 229,472.88 8 Roller 14 mm - Bh 125,000.00 - 2.00 250,000.00 - - 2.00 250,000.00

- 26,833,572.62 - 26,833,572.62

VII. PEKERJAAN LAIN-LAIN1 Pembuatan BlokBeton 40 x40 x40 cm

Beton K225 0.26 M3 1,010,024.29 258,566.22 - - - - 0.26 258,566.22

258,566.22 - - 258,566.22

Pekerjaan Tambah Pekerjaan KurangJumlah Harga

JUMLAH HARGA Jumlah Harga Jumlah Harga

I PEKERJAAN PERSIAPAN 1,500,000.00 - - 1,500,000.00

II PEMBUATAN INTEK 40,065,813.01 - 28,978,424.55 11,087,388.4655

III. PEMBATAN IDRAN UMUM (HU) 57,679,381.51 - - 57,679,381.51

IV. PEMBUATAN SARINGAN PASIR LAMBAT (SPL) 128,520,273.39 - - 128,268,433.39

V. PEKERJAAN JARINGAN PIPA DAN ACESSORIES 121,494,269.52 - - 121,494,269.52

VI. PEKERJAAN LAIN-LAIN 258,566.22 - - 258,566.22

VII. PEMBUATAN PELINTASAN - 26,833,572.62 - 26,833,572.62

JUMLAH 349,518,303.65 26,833,572.62 28,978,424.55 347,121,611.73

0.43 349,518,303.65 -

0.25 349,518,303.65 - 0.02 349,518,303.65 - 0.09 349,518,303.65 -

0.13 349,518,303.65 - 0.73 349,518,303.65 - 0.73 349,518,303.65 - 0.35 349,518,303.65 - 0.96 349,518,303.65 -

0.29 349,518,303.65 -

0.49 349,518,303.65 - 0.72 349,518,303.65 - 349,518,303.65 0.18 349,518,303.65 -

0.16 349,518,303.65 - 0.40 349,518,303.65 - 0.46 349,518,303.65 -

0.73 349,518,303.65 - 1.54 349,518,303.65 -

0.06 349,518,303.65 - 0.00 349,518,303.65 -

0.08 349,518,303.65 - 0.04 349,518,303.65 - 0.08 349,518,303.65 - 0.23 349,518,303.65 -

0.08 349,518,303.65 - 0.00 349,518,303.65 - 0.19 349,518,303.65 -

0.04 349,518,303.65 - 0.00 349,518,303.65 - 0.04 349,518,303.65 -

0.45 349,518,303.65 - 0.46 349,518,303.65 - 0.07 349,518,303.65 - 0.52 349,518,303.65 -

0.10 349,518,303.65 -

0.06 349,518,303.65 - 0.11 349,518,303.65 - 0.06 349,518,303.65 - 349,518,303.65

0.04 349,518,303.65 - 0.12 349,518,303.65 - 0.11 349,518,303.65 -

0.06 349,518,303.65 - 0.11 349,518,303.65 - 0.13 349,518,303.65 -

0.07 349,518,303.65 - 0.25 349,518,303.65 -

0.05 349,518,303.65 - 0.17 349,518,303.65 - 0.16 349,518,303.65 -

0.08 349,518,303.65 - 0.00 349,518,303.65 -

- 349,518,303.65 - 0.05 349,518,303.65 - 0.04 349,518,303.65 - 0.04 349,518,303.65 -

0.31 349,518,303.65 - 0.01 349,518,303.65 - 0.03 349,518,303.65 - 0.12 349,518,303.65 - 0.01 349,518,303.65 - 0.01 349,518,303.65 - 0.01 349,518,303.65 -

0.36 349,518,303.65 - 0.17 349,518,303.65 - 0.04 349,518,303.65 -

0.71 349,518,303.65 -

1.78 349,518,303.65 - 3.16 349,518,303.65 - 0.35 349,518,303.65 -

1.02 349,518,303.65 - 1.52 349,518,303.65 - 1.70 349,518,303.65 -

3.43 349,518,303.65 - 5.13 349,518,303.65 - 8.55 349,518,303.65 -

0.53 349,518,303.65 - 0.11 349,518,303.65 - 0.70 349,518,303.65 -

349,518,303.65 2.33 349,518,303.65 - 1.11 349,518,303.65 -

0.22 349,518,303.65 - 0.08 349,518,303.65 - 0.04 349,518,303.65 - 0.09 349,518,303.65 - 0.19 349,518,303.65 -

0.00 349,518,303.65 - 0.17 349,518,303.65 - 0.06 349,518,303.65 - 0.18 349,518,303.65 - 0.03 349,518,303.65 -

0.27 349,518,303.65 -

0.12 349,518,303.65 - 0.00 349,518,303.65 -

0.06 349,518,303.65 - 0.06 349,518,303.65 - 0.02 349,518,303.65 - 0.03 349,518,303.65 -

0.23 349,518,303.65 - 0.12 349,518,303.65 - 0.11 349,518,303.65 - 0.13 349,518,303.65 - 349,518,303.65 0.14 349,518,303.65 - 0.86 349,518,303.65 - 0.09 349,518,303.65 -

0.04 349,518,303.65 - 0.32 349,518,303.65 -

0.07 349,518,303.65 -

0.15 349,518,303.65 -

6.44 349,518,303.65 - 0.62 349,518,303.65 - 1.23 349,518,303.65 - 0.20 349,518,303.65 - 6.87 349,518,303.65 - 0.97 349,518,303.65 - 2.37 349,518,303.65 - 0.32 349,518,303.65 - 10.51 349,518,303.65 - 1.05 349,518,303.65 - 0.68 349,518,303.65 - 0.09 349,518,303.65 - 1.00 349,518,303.65 - 0.17 349,518,303.65 - 1.13 349,518,303.65 - 0.07 349,518,303.65 - 0.01 349,518,303.65 - 0.98 349,518,303.65 - 0.07 349,518,303.65 -

- 349,518,303.65 0.04 349,518,303.65 - 349,518,303.65 0.00 - 349,518,303.65 0.01

- 349,518,303.65 0.06 - 349,518,303.65 1.55 - 349,518,303.65 0.76 - 349,518,303.65 2.01 - 349,518,303.65 - - 349,518,303.65 0.19 - 349,518,303.65 0.09

349,518,303.65 - 349,518,303.65 349,518,303.65

349,518,303.65

0.07 349,518,303.65 -

96.66 10.60

I PEKERJAAN PERSIAPANI.1 Pengkuran dan Pematokan 1.00 Ls 1,500,000.00 1,500,000.00 - - - - 1.00 1,500,000.00

1,500,000.00 - - 1,500,000.00

II PEMBUATAN INTEKII.1 PEKERJAAN TANAH DAN PASIR

1 Pekerjaan Galian Tanah 25.11 M3 35,000.00 879,018.00 - - 25.11 879,018.00 - - 2 Pekerjaan Timbunan Tanah Kembali 6.28 M3 11,666.67 73,251.52 - - 6.28 73,251.52 - - 3 Pekerjaan Urugan Pasir 1.65 M3 191,000.00 315,283.70 - - 1.65 315,283.70 - -

II.2 PEKERJAAN PASANGAN DAN PLESTERAN1 Pasangan Batu Kosong 1.24 M3 357,405.00 442,020.63 - - 1.24 442,020.63 - - 2 Pasangan Batu Kali 1 : 4 3.56 M3 718,325.00 2,554,363.70 - - 3.56 2,554,363.70 - - 3 Plesteran Camp 1 : 2 tebal 15 mm 57.51 M2 44,078.20 2,535,025.44 - - 57.51 2,535,025.44 - - 4 Acian Plesteran 57.51 M2 21,000.00 1,207,752.00 - - 57.51 1,207,752.00 - - 5 Pasangan Bronjong Batu Kali 6.00 M3 560,529.00 3,363,174.00 - - 6.00 3,363,174.00 - -

II.3 PEKERJAAN BETON1 Lantai Kerja Beton K100 1.29 M3 796,840.36 1,024,816.39 - - 1.29 1,024,816.39 - - 2 Plat Lanai dasar Tebal 20 cm -

Beton K225 1.69 M3 1,010,024.29 1,710,981.15 - - 1.69 1,710,981.15 - - Tulangan Beton 216.01 Kg 11,613.00 2,508,512.05 - - 216.01 2,508,512.05 - - Bekesting 4.84 M2 126,540.00 612,453.60 - - 4.84 612,453.60 - -

3 Plat Atas Tebal 10 cm - Beton K225 0.55 M3 1,010,024.29 554,503.34 - - 0.55 554,503.34 - - Tulangan Beton 120.35 Kg 11,613.00 1,397,666.36 - - 120.35 1,397,666.36 - - Bekesting 5.67 M2 281,055.00 1,593,581.85 - - 5.67 1,593,581.85 - -

4 Dinding Tebal 15 cm - Beton K225 2.54 M3 1,010,024.29 2,566,471.72 - - 1.34 1,354,442.57 1.20 1,212,029.15 Tulangan Beton 462.65 Kg 11,613.00 5,372,731.22 - - 462.65 5,372,731.22 - - Bekesting 33.67 M2 246,055.00 8,284,671.85 - 28.27 6,955,974.85 5.40 1,328,697.00

II.4 PEKERJAAN PENGECETAN1 Pengecetan Tembok 18.48 M2 11,784.50 217,824.70 - - 18.48 217,824.70 - - 2 Pengecetan Besi 0.72 M2 11,750.00 8,460.00 - - 0.72 8,460.00 - -

II.5 PEKERJAAN PELENGKAP INTAKE1 Pembuatan Streadbox Pas 1/2 bata 2.52 M2 115,615.00 291,349.80 - - 2.52 291,349.80 - - 2 Pembuatan Penutup Streadbox 1.00 Bh 140,000.00 140,000.00 - - 1.00 140,000.00 - - 3 Pembuatan Penutup Menhole 2.00 Bh 140,000.00 280,000.00 - - 2.00 280,000.00 - - 4 Screen Ram Besi 2.00 Bh 400,000.00 800,000.00 - - 1.00 400,000.00 1.00 400,000.00

38,733,913.01 - 35,793,186.87 2,940,726.15

II.6 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Double Flanged Strainer GIP 3" 1.00 Bh 280,000.00 280,000.00 - - - - 1.00 280,000.00 2 Double Flanged Gate Valve Cl 3" 2.00 Bh 950.00 1,900.00 - - 2.00 1,900.00 - - 3 Double Flanged Pipa GIP 3" x 40 cm 2.00 Bh 325,000.00 650,000.00 - - - 2.00 650,000.00 4 Flanged Spigot PVC 3" 2.00 Bh 200,000.00 400,000.00 - - 2.00 400,000.00 - -

40,065,813.01 - 36,195,086.87 3,870,726.15

III. PEMBATAN IDRAN UMUM (HU)III.A PEMBATAN IDRAN UMUM (HU) 01III.1 PEKERJAAN TANA DAN PASIR

1 Pekerjaan Galian Tanah 4.06 M3 35,000.00 142,170.00 - - 0.30 10,465.00 3.76 131,705.00 2 Pekerjaan Timbunan Tanah kembali 1.35 M3 11,666.67 15,796.67 - - 0.60 7,046.67 0.75 8,750.00 3 Pekerjaan Urugan Pasir 0.66 M3 191,000.00 125,821.25 0.24 45,505.75 - - 0.90 171,327.00

III.2 PEKERJAAN PASANGAN DAN PLESTERAN1 Pasangan Bata Merah 1/2 Batu 1 : 2 13.61 M2 115,615.00 1,572,942.08 - - 1.41 163,248.38 12.19 1,409,693.70 2 Pasangan Batu Kali 1 : 4 2.24 M3 718,325.00 1,611,921.30 - - 0.13 94,818.90 2.11 1,517,102.40 3 Pasangan Batu Kosong 0.67 M3 357,405.00 238,835.89 0.19 67,817.60 - - 0.86 306,653.49 4 Plestean Camp 1 : 2 Tebal 1,5 cm 41.12 M2 44,078.20 1,812,671.90 - - 13.49 594,791.23 27.63 1,217,880.67 5 Acian Plesteran 41.12 M2 21,000.00 863,604.00 - - 4.94 103,824.00 36.18 759,780.00

III.3 PEKERJAAN BETON1 Lantai Kerja BetonK100 0.44 M3 796,840.36 350,012.13 0.10 80,281.67 - - 0.54 430,293.79 2 Beton Bertlang Sloof 15/20

Beton K225 0.20 M3 1,010,024.29 199,984.81 - - - - 0.20 199,984.81 Tulangan Beton 33.87 Kg 11,613.00 393,346.25 - - 0.63 7,330.13 33.24 386,016.12 Bekesting 1.44 M2 136,540.00 196,617.60 0.68 92,847.20 - - 2.12 289,464.80

3 Beton Betulang Kolom 15/15Beton K225 0.14 M3 1,010,024.29 136,353.28 - - - - 0.14 136,353.28 Tulangan Beton 37.00 Kg 11,613.00 429,702.68 - - 2.11 24,525.11 34.89 405,177.57 Bekesting 1.80 M2 221,055.00 397,899.00 0.92 203,370.60 - - 2.72 601,269.60

4 Beton Bertulang Ring Balk 15/20Beton K225 0.20 M3 1,010,024.29 199,984.81 - - - - 0.20 199,984.81 Tulangan Beton 33.87 Kg 11,613.00 393,346.25 - - 0.63 7,330.13 33.24 386,016.12 Bekesting 2.04 M2 227,055.00 463,192.20 - - - - 2.04 463,192.20

5 Plat Lantai DasarBeton K225 0.23 M3 1,010,024.29 227,255.47 - - - - 0.23 227,255.47 Tulangan Beton 76.66 Kg 11,613.00 890,299.03 - - 4.28 49,750.09 72.38 840,548.94

6 Plat Atas Tebal 10 cmBeton K225 0.16 M3 1,010,024.29 162,613.91 0.06 64,641.55 - - 0.23 227,255.47 Tulangan Beton 52.04 Kg 11,613.00 604,303.36 20.34 236,245.58 - - 72.38 840,548.94 Bekesting 1.93 M2 281,055.00 542,436.15 0.32 89,937.60 - - 2.25 632,373.75

11,971,110.00 880,647.55 1,063,129.63 11,788,627.92

Pekerjaan Tambah Pekerjaan Kurang Vol Jumlah Harga Vol Harga Satuan Jumlah Harga Vol Jumlah Harga Vol Jumlah Harga 11,971,110.00 880,647.55 1,063,129.63 11,788,627.92

III.4 PEKERJAAN PENGECETAN1 Pengecetan Tembok 23.37 M2 11,784.50 275,450.90 - - 2.10 24,794.59 21.27 250,656.32 2 Pengecetan Besi 0.64 M2 11,750.00 7,520.00 0.08 940.00 - - 0.72 8,460.00

III.5 PEKERJAAN PELENGKAP HIDRAN UMUM (HU)1 Pembuatan Sreadbox Pas 1/2 Bata 1 : 2 1.37 M2 115,615.00 157,814.48 0.06 6,821.28 - - 1.42 164,635.76 2 Pembuatan Penutup Streadbox 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00 3 Pembuatan Plat Penutup Manhole 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00

III.6 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Pengadaan dan Pemasangan Pipa GIP 3/4" 10.00 M' 108,065.00 1,080,650.00 2.00 216,130.00 - - 12.00 1,296,780.00 2 Pengadaan dan Pemasangan Stop Kran 3/4" 1.00 Bh 37,575.00 37,575.00 - - - - 1.00 37,575.00 3 Pengadaan dan Pemasangan Stop Kran 1/2" 3.00 Bh 31,575.00 94,725.00 - - - - 3.00 94,725.00 4 Pengadaan dan Pemasangan Outlet Pipa GIP 1/2" 3.00 Bh 140,000.00 420,000.00 - - - - 3.00 420,000.00 5 Pemasangan Overflow Pipa GIP 3/4" 1.00 Bh 32,500.00 32,500.00 - - - - 1.00 32,500.00 6 Pemasangan Pipa Penguas GIP 3/4" 1.00 Bh 32,500.00 32,500.00 - - - - 1.00 32,500.00 7 Dop GIP 3/4" 1.00 Bh 30,000.00 30,000.00 - - - - 1.00 30,000.00

14,419,845.38 1,104,538.84 1,087,924.22 14,436,459.99

Total Hidran Umum 4.00 Bh 14,419,845.38 57,679,381.51 4.00 4,418,155.35 4 4,351,696.89 4 57,745,839.97

IV. PEMBUATAN SARINGAN PASIR LAMBAT (SPL)IV.1 PEKERJAAN TANAH DAN PASIR

1 Galian Tanah 35.47 M3 35,000.00 1,241,511.25 - - 1.79 62,711.25 33.68 1,178,800.00 2 Urugan Pasir Bawah Lantai 3.11 M3 191,000.00 594,602.10 - - 0.00 592.10 3.11 594,010.00 3 Urugan Tanah Kembali 11.82 M3 11,666.67 137,945.73 - - 4.51 52,604.04 7.32 85,341.69

IV.2 PEKERJAAN BETON1 Lantai Kerja Beton K100 3.11 M3 796,840.36 2,480,643.72 2.60 2,070,908.41 - - 5.71 4,551,552.14 2 Plat Lantai Dasar Tebal 20 cm

Beton K225 6.17 M3 1,010,024.29 6,229,627.82 - - 0.90 909,829.88 5.27 5,319,797.94 Tulangan Beton 951.08 Kg 11,613.00 11,044,932.92 - - 278.38 3,232,867.82 672.70 7,812,065.10 Bekesting 9.64 M2 126,540.00 1,219,845.60 - - 5.24 663,069.60 4.40 556,776.00

3 Plat Atas Tebal 20 cm + TalangBeton K225 3.51 M3 1,010,024.29 3,547,851.72 0.16 158,937.42 - - 3.67 3,706,789.14 Tulangan Beton 456.57 Kg 11,613.00 5,302,122.33 93.02 1,080,266.34 - - 549.59 6,382,388.67 Bekesting 21.18 M2 281,055.00 5,953,869.12 0.18 49,465.68 - - 21.36 6,003,334.80

4 Dinding Tebal 20 cmBeton K225 11.86 M3 1,010,024.29 11,975,858.01 - - 1.91 1,926,116.32 9.95 10,049,741.69 Tulangan Beton 1,543.46 Kg 11,613.00 17,924,228.85 384.88 4,469,583.57 - - 1,928.34 22,393,812.42 Bekesting 121.44 M2 246,055.00 29,880,919.20 - - 1.44 354,319.20 120.00 29,526,600.00

5 Tegel Beton dan Balok Beton Beton K225 1.85 M3 1,010,024.29 1,866,949.10 - - 0.11 109,506.83 1.74 1,757,442.26 Tulangan Beton 33.75 Kg 11,613.00 391,977.46 - - 9.38 108,968.65 24.37 283,008.81 Bekesting 10.80 M2 227,055.00 2,452,194.00 0.60 136,233.00 - - 11.40 2,588,427.00

IV.3 PEKERJAAN PLESTERAN1 Plestean Camp 1 : 2 Tebal 1,5 cm 184.83 M2 44,078.20 8,147,141.20 - - 61.07 2,692,023.17 123.76 5,455,118.03 2 Acian Plesteran 184.83 M2 21,000.00 3,881,509.80 - - 61.07 1,282,549.80 123.76 2,598,960.00

IV.4 PEKERJAAN PELENGKAP SPL1 Pembuatan Streadbox Pas 1/2 bata 1: 3 6.60 M2 115,615.00 763,059.00 - - 6.60 763,059.00 - - 2 Pembuatan Pentup Streadbox 2.00 Bh 140,000.00 280,000.00 - - 2.00 280,000.00 - - 3 Pembuatan Plat Penutup Manhole 1.00 Bh 140,000.00 140,000.00 - - - - 1.00 140,000.00 4 Air Vent GIP 3" 2.00 Bh 165,000.00 330,000.00 - - - - 2.00 330,000.00 5 Tangga Pipi GIP 1" 4.00 Bh 165,000.00 660,000.00 - - 4.00 660,000.00 - -

IV.5 PEKERJAAN PENGADAAN /PEMASANGAN ACCESSORIES1 Pipa Inlet

Double Flanged Gate Valve 3" 2.00 Bh 950.00 1,900.00 - - - - 2.00 1,900.00 DF Pipa GIP 3" x 60 cm 3.00 Bh 200,000.00 600,000.00 - - - - 3.00 600,000.00 DF Pipa GIP 3" x 200 cm 1.00 Bh 220,000.00 220,000.00 - - - - 1.00 220,000.00

3.00 Bh 210,000.00 630,000.00 - - - - 3.00 630,000.00 Flanged Soced PVC 3" 1.00 Bh 114,000.00 114,000.00 - - - - 1.00 114,000.00

2 Pipa OutletFlanged Strainer 3" 1.00 Bh 960,000.00 960,000.00 - - - - 1.00 960,000.00

Doble Flanged Band Cl 3" x 90⁰

DF Pipa GIP 3" x 60 cm 2.00 Bh 210,000.00 420,000.00 - - - - 2.00 420,000.00 DF Gate Valve Cl 3" 1.00 Bh 950.00 950.00 - - - - 1.00 950.00 Flanged Spigot PVC 3" 1.00 Bh 320,000.00 320,000.00 1.00 320,000.00

119,713,638.92 7,965,394.43 13,098,217.65 114,580,815.69

119,713,638.92 7,965,394.43 13,098,217.65 114,580,815.69 3 Pipa Overflow dan Penguras

Flanged Pipa GIP 3" x 60 cm 1.00 Bh 216,000.00 216,000.00 - - - - 1.00 216,000.00 DF Pipa GIP 3" x 200 cm 1.00 Bh 226,000.00 226,000.00 - - - - 1.00 226,000.00 DF Valve Cl 3" 1.00 Bh 63,000.00 63,000.00 - - - - 1.00 63,000.00 Flanged Socked PVC 3" 1.00 Bh 114,000.00 114,000.00 - - - - 1.00 114,000.00

4 Pipa back wash dan bypass - All Flanged Tee Cl 3" x 3" 2.00 Bh 400,000.00 800,000.00 - - - - 2.00 800,000.00

2.00 Bh 210,000.00 420,000.00 - - - - 2.00 420,000.00 Flanged Pipa GIP 3" x 60 cm 2.00 Bh 200,000.00 400,000.00 - - - - 2.00 400,000.00 DF Pipa GIP 3" x 150 cm 2.00 Bh 221,500.00 443,000.00 - - - - 2.00 443,000.00 DF Pipa GIP 3" x 225 cm 2.00 Bh 245,500.00 491,000.00 - - 2.00 491,000.00 - - DF Pipa GIP 3" x 1000 cm 1.00 Bh 3,000,000.00 3,000,000.00 - - - - 1.00 3,000,000.00 Flanged GIP 3" 2.00 Bh 160,000.00 320,000.00 - - - - 2.00 320,000.00

IV.6 PEKERJAAN PENGECETAN1 Pengecetan Besi 10.94 M2 11,750.00 128,545.00 - - - - 10.94 128,545.00 2 Pengecetan tembok 93.68 M2 11,784.00 1,103,889.47 - - - - 93.68 1,103,889.47

IV.7 PEKERJAAN MATERIAL PENYARINGAN1 Pasir 1.20 M3 191,000.00 229,200.00 - - - - 1.20 229,200.00 2 Kerikil 1/2 1.20 M3 284,000.00 340,800.00 - - 1.20 408,960.00 3 Kerikil 2/3 1.80 M3 284,000.00 511,200.00 - - - - 1.80 511,200.00

128,520,273.39 7,965,394.43 13,589,217.65 122,964,610.16

20,002,129.51 4,117,902.60

Double Flanged Bend Cl 3" x 90⁰

V. PEKERJAAN JARINGAN PIPA DAN ACESSORIES1 Pengadaan Pipa PVC 3" 375.00 M' 60,000.00 22,500,000.00 - - 4.00 240,000.00 371.00 22,260,000.00 2 Galian Pipa PVC 3" 375.00 M' 5,775.00 2,165,625.00 - - 4.00 23,100.00 371.00 2,142,525.00 3 Pemasangan Pipa PVC 3" 375.00 M' 11,458.33 4,296,873.75 - - 4.00 45,833.32 371.00 4,251,040.43 4 Timbunan Pipa PVC 3" 375.00 M' 1,873.48 702,555.00 - - 4.00 7,493.92 371.00 695,061.08 5 Pengadaan Pipa PVC 2" 775.00 M' 31,000.00 24,025,000.00 120.00 3,720,000.00 - - 895.00 27,745,000.00 6 Galian Pipa PVC 2" 775.00 M' 4,375.00 3,390,625.00 120.00 525,000.00 - - 895.00 3,915,625.00 7 Pemasangan Pipa PVC 2" 775.00 M' 10,666.70 8,266,692.50 120.00 1,280,004.00 - - 895.00 9,546,696.50 8 Timbunan Pipa PVC 2" 775.00 M' 1,435.44 1,112,466.00 120.00 172,252.80 - - 895.00 1,284,718.80 9 Pengadaan Pipa GIP 3" 136.00 M' 270,000.00 36,720,000.00 - - 6.00 1,620,000.00 130.00 35,100,000.00

10 Pemasangan Pipa GIP 3" 136.00 M' 26,966.01 3,667,377.36 - - 6.00 161,796.06 130.00 3,505,581.30 11 Pengadaan Pipa GIP 2" 14.00 M' 170,000.00 2,380,000.00 4.00 680,000.00 - - 18.00 3,060,000.00 12 Pemasangan Pipa GIP 2" 14.00 M' 21,796.78 305,154.92 4.00 87,187.12 - - 18.00 392,342.04 13 Flanged GIP 3" 23.00 Bh 151,500.00 3,484,500.00 33.00 4,999,500.00 - - 56.00 8,484,000.00 14 Flanged GIP 2" 5.00 Bh 117,500.00 587,500.00 1.00 117,500.00 - - 6.00 705,000.00 15 Band GIP 3" 10.00 Bh 395,000.00 3,950,000.00 - - 6.00 2,370,000.00 4.00 1,580,000.00 16 Packing Karet 3" 23.00 Bh 10,000.00 230,000.00 18.00 180,000.00 - - 41.00 410,000.00 17 Packing Karet 2" 5.00 Bh 9,500.00 47,500.00 - - 1.00 9,500.00 4.00 38,000.00 18 Baut dan Mur 184.00 Bh 18,600.00 3,422,400.00 136.00 2,529,600.00 - - 320.00 5,952,000.00 19 Clamp Sadel 3" x 3/4 4.00 Bh 60,000.00 240,000.00 - - - - 4.00 240,000.00

121,494,269.52 14,291,043.92 4,477,723.30 131,307,590.15 VI. PELINTASAN PIPAVI.1 PEKERJAAN TANAH DAN PASIR

1 Galian Tanah - M3 35,000.00 - 3.60 126,000.00 - - 3.60 126,000.00 2 Urugan Tanah Kembali - M3 11,666.67 - 0.98 11,433.34 - - 0.98 11,433.34 3 Urugan Pasir - M' 191,000.00 - 0.30 57,300.00 - - 0.30 57,300.00

VI.2 PEKERJAAN BETON1 Lantai Kerja Beton K100 - M3 796,840.36 - 0.30 239,052.11 - - 0.30 239,052.11 2 Beton K225 - M3 1,010,024.29 - 7.13 7,201,473.19 - - 7.13 7,201,473.19 3 Tulangan Beton - Kg 11,613.00 - 229.08 2,660,306.04 - - 229.08 2,660,306.04 4 Bekesting - M2 221,055.00 - 31.84 7,038,391.20 - - 31.84 7,038,391.20

VI.3 PEKERJAAN PLESTERAN - - 1 Plesteran 1 : 2 - M2 44,078.20 - 15.20 669,988.64 - - 15.20 669,988.64 2 Acian - M' 21,000.00 - 15.20 319,200.00 - - 15.20 319,200.00

Pengecetan M2 11,784.00 15.20 179,116.80 15.20 179,116.80 VI.4 PEKERJAAN PIPA DAN ACSESSORIES

1 Pipa 2"+Flanged Gip+Packing Karet+Baut - M' 250,500.00 - 18.00 4,509,000.00 - - 18.00 4,509,000.00 2 Double Flanged Bend Cl 3" x 45 - Bh 205,000.00 - - - - - - -

3 Tali Slang (Labrang 14 mm) - M' 145,000.00 - 30.00 4,350,000.00 - - 30.00 4,350,000.00 4 Track Mur 14 mm - Bh 97,500.00 - 2.00 195,000.00 - - 2.00 195,000.00 5 Clamp + Baut & Mur - Bh 50,000.00 - - - - - - - 6 Kuku Macan 14 mm - Bh 50,000.00 - 28.00 1,400,000.00 - - 28.00 1,400,000.00 7 Tali Slang (Labrang 9 mm) penggantung - M' 17,500.00 - 15.00 262,500.00 - - 15.00 262,500.00 8 Roller 14 mm - Bh 125,000.00 - - - - - - -

- 29,218,761.31 - 29,218,761.31

VII. PEKERJAAN LAIN-LAIN1 Pembuatan BlokBeton 40 x40 x40 cm

Beton K225 0.26 M3 1,010,024.29 258,566.22 - - - - 0.26 258,566.22

258,566.22 - - 258,566.22

Pekerjaan Tambah Pekerjaan KurangJumlah Harga

JUMLAH HARGA Jumlah Harga Jumlah Harga

I PEKERJAAN PERSIAPAN 1,500,000.00 - - 1,500,000.00

II PEMBUATAN INTEK 40,065,813.01 - 36,195,086.87 3,870,726.1480

III. PEMBATAN IDRAN UMUM (HU) 57,679,381.51 4,418,155.35 4,351,696.89 57,745,839.97

IV. PEMBUATAN SARINGAN PASIR LAMBAT (SPL) 128,520,273.39 7,965,394.43 13,589,217.65 122,964,610.16

V. PEKERJAAN JARINGAN PIPA DAN ACESSORIES 121,494,269.52 14,291,043.92 4,477,723.30 131,307,590.15

VI. PEKERJAAN LAIN-LAIN 258,566.22 - - 258,566.22

VII. PEMBUATAN PELINTASAN - 29,218,761.31 - 29,218,761.31

JUMLAH 349,518,303.65 55,893,355.01 58,613,724.71 346,866,093.96

2,720,369.70

0.43 349,518,303.65 -

0.25 349,518,303.65 - 0.02 349,518,303.65 - 0.09 349,518,303.65 -

0.13 349,518,303.65 - 0.73 349,518,303.65 - 0.73 349,518,303.65 - 0.35 349,518,303.65 - 0.96 349,518,303.65 -

0.29 349,518,303.65 -

0.49 349,518,303.65 - 0.72 349,518,303.65 - 349,518,303.65 0.18 349,518,303.65 -

0.16 349,518,303.65 - 0.40 349,518,303.65 - 0.46 349,518,303.65 -

0.73 349,518,303.65 - 1.54 349,518,303.65 -

0.06 349,518,303.65 - 0.00 349,518,303.65 -

0.08 349,518,303.65 - 0.04 349,518,303.65 - 0.08 349,518,303.65 - 0.23 349,518,303.65 -

0.08 349,518,303.65 - 0.00 349,518,303.65 - 0.19 349,518,303.65 -

0.04 349,518,303.65 - 0.00 349,518,303.65 - 0.04 349,518,303.65 0.01

0.45 349,518,303.65 - 0.46 349,518,303.65 - 0.07 349,518,303.65 0.02 0.52 349,518,303.65 -

0.10 349,518,303.65 0.02

0.06 349,518,303.65 - 0.11 349,518,303.65 - 0.06 349,518,303.65 0.03 349,518,303.65

0.04 349,518,303.65 - 0.12 349,518,303.65 - 0.11 349,518,303.65 0.06

0.06 349,518,303.65 - 0.11 349,518,303.65 - 0.13 349,518,303.65 -

0.07 349,518,303.65 - 0.25 349,518,303.65 -

0.05 349,518,303.65 0.02 0.17 349,518,303.65 0.07 0.16 349,518,303.65 0.03

0.08 349,518,303.65 - 0.00 349,518,303.65 0.00

- 349,518,303.65 - 0.05 349,518,303.65 0.00 0.04 349,518,303.65 - 0.04 349,518,303.65 -

0.31 349,518,303.65 0.06 0.01 349,518,303.65 - 0.03 349,518,303.65 - 0.12 349,518,303.65 - 0.01 349,518,303.65 - 0.01 349,518,303.65 - 0.01 349,518,303.65 -

0.36 349,518,303.65 - 0.17 349,518,303.65 - 0.04 349,518,303.65 -

0.71 349,518,303.65 0.59

1.78 349,518,303.65 - 3.16 349,518,303.65 - 0.35 349,518,303.65 -

1.02 349,518,303.65 0.05 1.52 349,518,303.65 0.31 1.70 349,518,303.65 0.01

3.43 349,518,303.65 - 5.13 349,518,303.65 1.28 8.55 349,518,303.65 -

0.53 349,518,303.65 - 0.11 349,518,303.65 - 0.70 349,518,303.65 0.04

349,518,303.65 2.33 349,518,303.65 - 1.11 349,518,303.65 -

0.22 349,518,303.65 - 0.08 349,518,303.65 - 0.04 349,518,303.65 - 0.09 349,518,303.65 - 0.19 349,518,303.65 -

0.00 349,518,303.65 - 0.17 349,518,303.65 - 0.06 349,518,303.65 - 0.18 349,518,303.65 - 0.03 349,518,303.65 -

0.27 349,518,303.65 -

0.12 349,518,303.65 - 0.00 349,518,303.65 -

0.06 349,518,303.65 - 0.06 349,518,303.65 - 0.02 349,518,303.65 - 0.03 349,518,303.65 -

0.23 349,518,303.65 - 0.12 349,518,303.65 - 0.11 349,518,303.65 - 0.13 349,518,303.65 - 349,518,303.65 0.14 349,518,303.65 - 0.86 349,518,303.65 - 0.09 349,518,303.65 -

0.04 349,518,303.65 - 0.32 349,518,303.65 -

0.07 349,518,303.65 -

0.15 349,518,303.65 -

149.17

6.44 349,518,303.65 - 0.62 349,518,303.65 - 1.23 349,518,303.65 - 0.20 349,518,303.65 - 6.87 349,518,303.65 1.06 0.97 349,518,303.65 0.15 2.37 349,518,303.65 0.37 0.32 349,518,303.65 0.05 10.51 349,518,303.65 - 1.05 349,518,303.65 - 0.68 349,518,303.65 0.19 0.09 349,518,303.65 0.02 1.00 349,518,303.65 1.43 0.17 349,518,303.65 0.03 1.13 349,518,303.65 - 0.07 349,518,303.65 0.05 0.01 349,518,303.65 - 0.98 349,518,303.65 0.72 0.07 349,518,303.65 -

- 349,518,303.65 0.04 349,518,303.65 - 349,518,303.65 0.00 - 349,518,303.65 0.02

- 349,518,303.65 0.07 - 349,518,303.65 2.06 - 349,518,303.65 0.76 - 349,518,303.65 2.01 - 349,518,303.65 - - 349,518,303.65 0.19 - 349,518,303.65 0.09

349,518,303.65 - 349,518,303.65 349,518,303.65

349,518,303.65

0.07 349,518,303.65 -

40,065,813.01

57,679,381.51

245.83 18.05

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