KOREKSI ARITMATIK PEMEL. BERKALA JALAN WANGGA LOBONG

(1)

KEGIATAN : REHABILITASI/PEMELIHARAAN JALAN

PEKERJAAN : PEMELIHARAAN BERKALA JALAN WANGGA - LOBONG

LOKASI : KECAMATAN PASSI BARAT

Halaman : 1

DIVISI 1. UMUM 17,045,000.00 33,585,000.00 32,685,000.00 33,585,000.00 33,110,000.00 165,100,000.00 165,100,000.00 165,100,000.00

1.2 Mobilisasi Ls 1.00 17,045,000.00 17,045,000.00 33,585,000.00 33,585,000.00 32,685,000.00 32,685,000.00 33,585,000.00 33,585,000.00 33,110,000.00 33,110,000.00 165,100,000.00 165,100,000.00 165,100,000.00 165,100,000.00 165,100,000.00 165,100,000.00

DIVISI 2. DRAINASE 128,476,068.00 101,474,844.73 104,437,373.01 100,451,454.40 100,460,637.85 103,578,144.58 103,578,144.58 103,578,144.58 2.1 Galian untuk Selokan Drainase dan Saluran Air M 3 _369.00 _53,453.53 _{19,724,352.57} _39,343.25 _{14,517,659.25} _38,990.57 _{14,387,520.33} _41,229.50 _{15,213,685.50} _41,433.76 _{15,289,057.44} _53,696.80 _{19,814,119.20} _53,696.80 _{19,814,119.20} _53,696.80 _{19,814,119.20}

2.2 Pasangan Batu dengan Mortar M 3 147.40 737,799.97 108,751,715.43 589,940.20 86,957,185.48 610,921.66 90,049,852.68 578,275.23 85,237,768.90 577,826.19 85,171,580.41 568,276.97 83,764,025.38 568,276.97 83,764,025.38 568,276.97 83,764,025.38

DIVISI 3. PEKERJAAN TANAH 7,255,152.28 23,809,503.60 17,313,881.25 27,299,912.01 27,300,975.12 70,569,202.02 70,569,202.02 70,569,202.02

3.1.1 Galian Biasa M 3

- - - - - - - - - - - - - -

-3.2.2 Timbunan Biasa M 3

18.00

289,567.60 5,212,216.80 158,470.20 2,852,463.60 150,428.25 2,707,708.50 168,601.32 3,034,823.76 169,378.09 3,048,805.62 97,814.64 1,760,663.52 97,814.64 1,760,663.52 97,814.64 1,760,663.52 3.3 Pembersihan dan Pengupasan Lahan M 2 975.00 2,095.32 2,042,935.48 21,494.40 20,957,040.00 14,980.69 14,606,172.75 24,887.27 24,265,088.25 24,874.02 24,252,169.50 70,572.86 68,808,538.50 70,572.86 68,808,538.50 70,572.86 68,808,538.50

DIVISI 5. PERKERASAN BERBUTIR 243,898,869.58 201,563,667.46 199,665,186.09 205,452,257.01 206,415,766.52 158,373,542.81 158,373,542.81 158,373,542.81

5.1.1 Lapis Pondasi Agregat Kelas A M 3

315.00

747,096.24 235,335,315.26 604,579.06 190,442,403.90 598,575.08 188,551,150.20 616,933.33 194,333,998.95 619,836.71 195,248,563.65 483,724.61 152,373,252.15 483,724.61 152,373,252.15 483,724.61 152,373,252.15 5.1.2 Lapis Pondasi Agregat Kelas B M 3 _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _-

-5.2.1 Lapis Pondasi Agregat Kelas C M 3 22.75 376,419.97 8,563,554.32 488,846.75 11,121,263.56 488,529.05 11,114,035.89 488,714.64 11,118,258.06 490,866.06 11,167,202.87 263,749.04 6,000,290.66 263,749.04 6,000,290.66 263,749.04 6,000,290.66

DIVISI 6. PERKERASAN ASPAL 512,416,305.24 528,874,586.04 528,837,579.43 531,972,957.22 533,634,005.08 363,196,346.60 382,607,123.74 393,040,416.83 6.1 (1) (a) Lapis Resap Pengikat - Aspal Cair Liter 1,732.50 9,589.57 16,613,930.85 11,890.08 20,599,563.60 11,994.71 20,780,835.08 11,937.14 20,681,095.05 11,998.13 20,786,760.23 11,054.20 19,151,401.50 11,719.93 20,304,778.73 12,077.76 20,924,719.20 6.3(6a) Laston Lapis Antara (AC-BC) (gradasi halus/kasar) Ton 434.70 581,636.17 252,837,242.19 539,146.10 234,366,809.67 535,278.69 232,685,646.54 546,016.91 237,353,550.78 549,583.39 238,903,899.63 363,849.05 158,165,182.04 363,849.05 158,165,182.04 363,849.05 158,165,182.04 6.3.8.a Aspal Minyak Ton 23.91 9,570,000.00 228,804,345.00 10,804,702.00 258,324,217.77 10,804,587.00 258,321,468.29 10,806,030.00 258,355,968.26 10,806,226.00 258,360,654.32 7,220,449.09 172,630,107.07 7,984,085.45 190,887,506.98 8,394,540.00 200,700,859.59

6.3.10a Bahan Pengisi (Filler) Tambahan (Semen) Kg 8,694.00 1,300.00 11,302,200.00 1,504.50 13,080,123.00 1,577.08 13,711,133.52 1,456.31 12,661,159.14 1,456.35 12,661,506.90 1,260.00 10,954,440.00 1,260.00 10,954,440.00 1,260.00 10,954,440.00 6.4.(6) Bahan Anti Pengelupasan (anti stripping agent) Liter 69.55 41,100.00 2,858,587.20 36,000.00 2,503,872.00 48,000.00 3,338,496.00 42,000.00 2,921,184.00 42,000.00 2,921,184.00 33,000.00 2,295,216.00 33,000.00 2,295,216.00 33,000.00 2,295,216.00

DIVISI 7. STRUKTUR - - - - - - - -7.1 (7) Beton mutu sedang dengan fc’= 20 MPa (K-250) M 3 _- - - - - - - - - - - - - - - -

-7.1 (8) Beton mutu rendah dengan fc’= 15 MPa (K-175) M 3

- - - - - - - - - - - - - - - -7.3 (1) Baja Tulangan BJ 24 Polos Kg - - - - - - - - - - - - - - - - -7.9 Pasangan Batu M 3 - - - - - - - - - - - - - - - -

-Jumlah 909,091,395.10 889,307,601.83 882,939,019.78 898,761,580.64 900,921,384.56 860,817,236.01 880,228,013.15 890,661,306.23

PPN 10% 90,909,139.51 88,930,760.18 88,293,901.98 89,876,158.06 90,092,138.46 86,081,723.60 88,022,801.31 89,066,130.62

JUMLAH + PPN 1,000,000,534.61 978,238,362.01 971,232,921.76 988,637,738.70 991,013,523.02 946,898,959.61 968,250,814.46 979,727,436.85

Dibulatkan

1,000,000,000.00 978,238,000.00 971,232,000.00 988,637,000.00 991,013,000.00 946,898,000.00 968,250,000.00 979,727,000.00

Penawaran :

978,256,000.00 971,250,000.00 988,655,000.00 991,031,000.00 946,910,000.00 968,263,000.00 979,741,000.00

Selisih Koreksi (18,000.00) (18,000.00) (18,000.00) (18,000.00) (12,000.00) (13,000.00) (14,000.00)

Lolak, April 2013

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