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Pekerjaan : PEMBANGUNAN GEDUNG KANTOR DPRD KAB. BOLAANG MONGONDOW

Lokasi : KECAMATAN LOLAK

Tahun Anggaran : 2013

LANTAI I

I. PEKERJAAN LANTAI

1 Papan Nama Proyek 1.00 Ls 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 150,000.00 150,000.00 750,000.00 750,000.00 1,120,000.00 1,120,000.00

2 Urugan Pasir Bawah Lantai, T = 10 CM 132.70 M3 271,216.00 35,990,363.20 231,990.00 30,785,073.00 199,080.00 26,417,916.00 210,182.94 27,891,276.14 122,210.00 16,217,267.00 172,370.00 22,873,499.00

3 Cor Beton Tumbuk sp 1 : 3 : 5, T = 10 cm 132.70 M3 826,597.36 109,689,469.69 730,235.00 96,902,184.50 747,773.25 99,229,510.28 661,592.91 87,793,379.16 732,105.00 97,150,333.50 875,132.50 116,130,082.75

LANTAI II

I. PEKERJAAN STRUKTUR BETON BERTULANG

1 Balok 20/30 27.70 M3 8,469,612.59 234,608,268.74 7,089,122.91 196,368,704.61 6,886,322.04 190,751,120.51 6,422,745.36 177,910,046.47 7,670,158.51 212,463,390.73 7,111,651.25 196,992,739.63

2 Balok 25/40 86.00 M3 8,332,532.46 716,597,791.81 6,908,102.29 594,096,796.94 6,775,993.47 582,735,438.42 6,258,740.68 538,251,698.48 8,585,056.34 738,314,845.24 7,095,990.00 610,255,140.00

3 Ring Balok 20/40 26.60 M2 9,307,256.62 247,573,026.17 7,693,467.04 204,646,223.26 7,555,529.34 200,977,080.44 6,970,281.14 185,409,478.32 8,585,065.34 228,362,738.04 7,095,990.00 188,753,334.00

4 Kolom dia. 40 43.80 M3 8,030,530.76 351,737,247.15 7,163,910.09 313,779,261.94 6,348,877.39 278,080,829.68 6,490,502.54 284,284,011.25 7,694,463.49 337,017,500.86 6,392,320.00 279,983,616.00

5 Plat Lantai T = 12 cm 152.00 M3 7,659,736.78 1,164,279,990.13 6,382,334.83 970,114,894.16 5,895,832.60 896,166,555.20 5,782,395.36 878,924,094.72 7,094,373.32 1,078,344,744.64 6,616,417.50 1,005,695,460.00

6 Plat Dack T = 12 cm 41.70 M3 7,659,736.78 319,411,023.61 7,350,924.89 306,533,567.91 5,895,832.60 245,856,219.42 6,659,937.95 277,719,412.52 7,461,449.13 311,142,428.72 6,616,417.50 275,904,609.75

7 Stek Kolom Praktis, Balok Latey dan balok konsol 450.00 Kg 14,938.59 6,722,367.30 11,830.97 5,323,936.50 12,298.19 5,534,185.50 10,718.86 4,823,487.00 25,000.00 11,250,000.00 17,146.25 7,715,812.50

II. PEKERJAAN ATAP 1 Kuda Kuda Baja Dan Vakwer Baja

- Baja 70.70.7 17,785.57 Kg 21,406.00 380,717,810.81 34,192.60 608,134,720.08 17,899.00 318,343,833.30 30,978.49 550,969,956.79 18,795.70 334,292,149.71 30,695.50 545,936,819.67

- Baja 50.50.5 7,110.56 Kg 21,406.00 152,208,689.96 34,192.60 243,128,601.90 17,899.00 127,271,949.06 30,978.49 220,274,473.50 18,795.70 133,647,990.00 30,695.50 218,262,255.56

TABEL KOREKSI ARITMATIK

No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS PT. MANGKUBUANA HUTAMA JAYA

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah) PT. KELELONDEY KUNTUNG KAWANUA

PT. WI JAYA KARYA SEMESTA PT. ALAM BARU JAYA PT. KEZI A MAS PERMAI

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

- Baja 50.50.5 7,110.56 Kg 21,406.00 152,208,689.96 34,192.60 243,128,601.90 17,899.00 127,271,949.06 30,978.49 220,274,473.50 18,795.70 133,647,990.00 30,695.50 218,262,255.56

2 Profil Kanal Gording Baja C125 50.20.3,2 5,261.50 Kg 23,734.33 124,878,085.66 34,192.60 179,904,207.61 19,974.50 105,095,739.87 30,978.49 162,993,182.63 20,977.37 110,372,335.76 28,132.50 148,019,019.34

3 Trekstang 108.80 Bh 39,248.65 4,270,253.55 90,856.70 9,885,208.96 33,051.95 3,596,052.16 82,419.57 8,967,249.22 45,162.92 4,913,725.70 26,119.50 2,841,801.60

4 Ikatan Angin Dia.16 889.95 Kg 14,938.59 13,294,536.00 34,192.60 30,429,553.92 12,298.19 10,944,720.08 30,978.49 27,569,170.87 20,977.37 18,668,718.13 17,146.25 15,259,229.74

5 Plat Join Sambunagn Kuda-kuda 12mm (97.22 Kg/M2) 9,113.21 Kg 31,170.73 284,065,279.02 34,192.60 311,604,241.67 24,647.28 224,615,764.63 30,978.49 282,313,391.92 22,410.85 204,234,715.10 21,845.84 199,085,616.44

6 Plat Tumpuan 12mm (97.22Kg/M2) 510.988 Kg 31,170.73 15,927,854.50 24,155.45 12,343,135.42 24,647.28 12,594,454.45 21,988.24 11,235,717.99 22,410.85 11,451,666.46 24,460.70 12,499,114.39

7 Besi Hollow 40X40 & 30X30 (Reng + Usuk) 1,165.84 M2 149,921.86 174,784,661.39 133,452.00 155,583,466.16 135,738.75 158,249,447.12 120,917.85 140,970,672.78 185,718.50 216,517,758.89 156,799.50 182,802,878.20

8 Menutup Atap Sakura Roof 1,165.84 M2 249,755.99 291,175,123.77 209,202.62 243,896,447.78 180,938.15 210,944,643.29 189,537.57 220,970,177.35 65,664.83 76,554,580.34 98,648.00 115,007,626.48

9 Menutup Bubungan Sakura Roof 159.19 M1 96,919.35 15,428,785.17 64,120.10 10,207,406.96 82,294.28 13,100,591.02 58,092.81 9,247,910.61 103,435.09 16,466,038.85 82,230.50 13,090,437.76

10 Pas. Jurai Dalam 43.20 M1 96,919.35 4,186,915.92 67,851.41 2,931,180.91 82,294.28 3,555,112.90 61,473.38 2,655,650.02 108,150.35 4,672,095.12 82,230.50 3,552,357.60

11 Beli / Pas. Begel Anker dan Bout Dia. 16 97.15 Kg 45,000.00 4,371,840.00 24,155.45 2,346,750.28 45,000.00 4,371,840.00 21,988.24 2,136,201.49 25,000.00 2,428,800.00 24,112.00 2,342,529.02

III. TANGGA DALAM KIRI DAN KANAN

1 Galian Tanah 9.36 M3 54,978.00 514,594.08 30,360.00 284,169.60 45,276.00 423,783.36 27,506.16 257,457.66 29,480.00 275,932.80 90,750.00 849,420.00

2 Urugan Kembali Galian Tanah 2.34 M3 14,344.00 33,564.96 14,553.00 34,054.02 11,814.00 27,644.76 13,185.02 30,852.95 14,150.40 33,111.94 27,500.00 64,350.00

3 Urugan Pasir 0.68 M3 271,216.00 185,511.74 231,990.00 158,681.16 199,080.00 136,170.72 210,182.94 143,765.13 122,210.00 83,591.64 172,370.00 117,901.08

4 Lantai Kerja 0.48 M3 826,597.36 395,940.14 730,235.00 349,782.57 747,773.25 358,183.39 661,592.91 316,903.00 732,105.00 350,678.30 875,132.50 419,188.47

5 Plat Pondasi ( Foot Plat Telapak Tangga ) 1.35 M3 3,911,626.57 5,296,342.37 7,048,453.83 9,543,606.49 3,225,722.16 4,367,627.80 6,385,899.17 8,646,507.48 3,456,037.63 4,679,474.95 6,616,417.50 8,958,629.30

6 Dinding Pondasi T = 20 cm 1.76 M3 7,362,738.83 12,936,332.12 6,197,026.16 10,888,174.96 5,750,091.41 10,102,910.61 5,614,505.70 9,864,686.51 7,390,454.58 12,985,028.70 1,183,325.00 2,079,102.03

7 Plat Tangga + Bordes Tangga 10.30 M3 8,401,400.36 86,534,423.66 7,082,506.58 72,949,817.77 6,631,828.46 68,307,833.14 6,416,750.96 66,092,534.89 7,773,266.94 80,064,649.48 6,616,417.50 68,149,100.25

8 Tiang Pondasi 20/30 0.44 M3 10,839,821.81 4,812,880.88 5,385,257.76 2,391,054.45 8,364,657.65 3,713,908.00 4,879,043.53 2,166,295.33 10,147,194.44 4,505,354.33 6,392,320.00 2,838,190.08

9 Balok Pondasi 20/30 0.72 M3 6,404,327.11 4,611,115.52 6,917,090.38 4,980,305.07 4,997,514.59 3,598,210.50 6,266,883.89 4,512,156.40 6,307,350.32 4,541,292.23 7,095,990.00 5,109,112.80

I V. PEKERJAAN LAIN - LAIN

1 Pemasangan Penangkal Petir 1.00 Set 5,783,000.00 5,783,000.00 7,735,640.00 7,735,640.00 5,783,000.00 5,783,000.00 7,735,640.00 7,735,640.00 13,129,160.00 13,129,160.00 16,500,000.00 16,500,000.00

2 Administrasi / dokumentasi 1.00 Ls 2,000,000.00 2,000,000.00 3,000,000.00 3,000,000.00 2,000,000.00 2,000,000.00 2,500,000.00 2,500,000.00 1,500,000.00 1,500,000.00 3,259,000.00 3,259,000.00

3 Laboratorium 1.00 Ls 2,000,000.00 2,000,000.00 4,000,000.00 4,000,000.00 1,890,000.00 1,890,000.00 7,000,000.00 7,000,000.00 2,500,000.00 2,500,000.00 3,100,000.00 3,100,000.00

Jumlah 4,777,273,089.01 4,645,510,850.56 3,819,392,275.61 4,212,727,438.56 4,289,882,097.14 4,275,567,973.43

PPN 10% 477,727,308.90 464,551,085.06 381,939,227.56 421,272,743.86 428,988,209.71 427,556,797.34

JUMLAH + PPN 5,255,000,397.91 5,110,061,935.62 4,201,331,503.17 4,634,000,182.42 4,718,870,306.85 4,703,124,770.77

Dibulatkan 5,255,000,000.00 5,110,061,000.00 4,201,331,000.00 4,634,000,000.00 4,718,870,000.00 4,703,124,000.00

Penawaran : 5,110,062,100.00 4,201,331,000.00 4,634,000,000.00 4,718,800,000.00 4,708,328,000.00

(2)

Pekerjaan : PEMBANGUNAN GEDUNG KANTOR DPRD KAB. BOLAANG MONGONDOW

Lokasi : KECAMATAN LOLAK

Tahun Anggaran : 2013

LANTAI I

I. PEKERJAAN LANTAI

1 Papan Nama Proyek 1.00 Ls 250,000.00 250,000.00

2 Urugan Pasir Bawah Lantai, T = 10 CM 132.70 M3 271,216.00 35,990,363.20

3 Cor Beton Tumbuk sp 1 : 3 : 5, T = 10 cm 132.70 M3 826,597.36 109,689,469.69

LANTAI II

I. PEKERJAAN STRUKTUR BETON BERTULANG

1 Balok 20/30 27.70 M3 8,469,612.59 234,608,268.74

2 Balok 25/40 86.00 M3 8,332,532.46 716,597,791.81

3 Ring Balok 20/40 26.60 M2 9,307,256.62 247,573,026.17

4 Kolom dia. 40 43.80 M3 8,030,530.76 351,737,247.15

5 Plat Lantai T = 12 cm 152.00 M3 7,659,736.78 1,164,279,990.13

6 Plat Dack T = 12 cm 41.70 M3 7,659,736.78 319,411,023.61

7 Stek Kolom Praktis, Balok Latey dan balok konsol 450.00 Kg 14,938.59 6,722,367.30

II. PEKERJAAN ATAP 1 Kuda Kuda Baja Dan Vakwer Baja

- Baja 70.70.7 17,785.57 Kg 21,406.00 380,717,810.81

- Baja 50.50.5 7,110.56 Kg 21,406.00 152,208,689.96

TABEL KOREKSI ARITMATIK

No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

750,000.00 750,000.00 750,000.00 750,000.00 1,115,000.00 1,115,000.00 250,000.00 250,000.00 138,237.00 18,344,049.90 130,922.00 17,373,349.40 144,320.00 19,151,264.00 236,629.80 31,400,774.46 780,400.50 103,559,146.35 758,208.00 100,614,201.60 952,209.50 126,358,200.65 744,839.70 98,840,228.19

7,854,474.40 217,568,940.88 7,769,162.13 215,205,791.00 7,139,096.25 197,752,966.13 7,230,905.37 200,296,078.75 8,812,404.73 757,866,806.78 8,707,463.06 748,841,823.16 6,968,115.00 599,257,890.00 7,046,264.34 605,978,733.24 8,812,404.73 234,409,965.82 8,707,463.06 231,618,517.40 6,968,115.00 185,351,859.00 7,847,336.38 208,739,147.71 7,899,481.28 345,997,280.06 7,804,824.04 341,851,292.95 6,546,017.50 286,715,566.50 7,307,188.29 320,054,847.10 7,372,322.97 1,120,593,091.44 7,244,566.80 1,101,174,153.60 6,088,890.50 925,511,356.00 6,509,981.53 989,517,192.56 7,740,854.35 322,793,626.40 7,612,401.47 317,437,141.30 6,088,890.50 253,906,733.85 7,497,943.39 312,664,239.36 30,000.00 13,500,000.00 27,000.00 12,150,000.00 15,171.75 6,827,287.50 12,067.59 5,430,415.50

21,277.78 378,437,345.63 20,050.36 356,606,987.07 30,921.00 549,947,464.64 34,876.45 620,297,378.91 21,277.78 151,296,973.70 20,050.36 142,569,327.70 30,921.00 219,865,687.29 34,876.45 247,991,159.72

PT. MAJU MARTURI A MANDI RI

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah) Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

PT. TUNGGAL ABADI CEMERLANG PT. MALTA PT. RELI S SAPI NDO UTAMA

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

- Baja 50.50.5 7,110.56 Kg 21,406.00 152,208,689.96

2 Profil Kanal Gording Baja C125 50.20.3,2 5,261.50 Kg 23,734.33 124,878,085.66

3 Trekstang 108.80 Bh 39,248.65 4,270,253.55

4 Ikatan Angin Dia.16 889.95 Kg 14,938.59 13,294,536.00

5 Plat Join Sambunagn Kuda-kuda 12mm (97.22 Kg/M2) 9,113.21 Kg 31,170.73 284,065,279.02

6 Plat Tumpuan 12mm (97.22Kg/M2) 510.988 Kg 31,170.73 15,927,854.50

7 Besi Hollow 40X40 & 30X30 (Reng + Usuk) 1,165.84 M2 149,921.86 174,784,661.39

8 Menutup Atap Sakura Roof 1,165.84 M2 249,755.99 291,175,123.77

9 Menutup Bubungan Sakura Roof 159.19 M1 96,919.35 15,428,785.17

10 Pas. Jurai Dalam 43.20 M1 96,919.35 4,186,915.92

11 Beli / Pas. Begel Anker dan Bout Dia. 16 97.15 Kg 45,000.00 4,371,840.00

III. TANGGA DALAM KIRI DAN KANAN

1 Galian Tanah 9.36 M3 54,978.00 514,594.08

2 Urugan Kembali Galian Tanah 2.34 M3 14,344.00 33,564.96

3 Urugan Pasir 0.68 M3 271,216.00 185,511.74

4 Lantai Kerja 0.48 M3 826,597.36 395,940.14

5 Plat Pondasi ( Foot Plat Telapak Tangga ) 1.35 M3 3,911,626.57 5,296,342.37

6 Dinding Pondasi T = 20 cm 1.76 M3 7,362,738.83 12,936,332.12

7 Plat Tangga + Bordes Tangga 10.30 M3 8,401,400.36 86,534,423.66

8 Tiang Pondasi 20/30 0.44 M3 10,839,821.81 4,812,880.88

9 Balok Pondasi 20/30 0.72 M3 6,404,327.11 4,611,115.52

I V. PEKERJAAN LAIN - LAIN

1 Pemasangan Penangkal Petir 1.00 Set 5,783,000.00 5,783,000.00

2 Administrasi / dokumentasi 1.00 Ls 2,000,000.00 2,000,000.00

3 Laboratorium 1.00 Ls 2,000,000.00 2,000,000.00

Jumlah 4,777,273,089.01

PPN 10% 477,727,308.90

JUMLAH + PPN 5,255,000,397.91

Dibulatkan 5,255,000,000.00

Penawaran : Selisih Koreksi

21,277.78 151,296,973.70 20,050.36 142,569,327.70 30,921.00 219,865,687.29 34,876.45 247,991,159.72 23,640.94 124,386,697.06 22,331.03 117,494,611.62 29,205.00 153,661,973.16 34,876.45 183,502,281.24 48,871.02 5,317,166.98 47,182.52 5,133,458.18 45,540.00 4,954,752.00 92,651.83 10,080,519.10 23,640.94 21,039,150.53 22,331.03 19,873,401.89 15,171.75 13,502,032.16 34,876.45 31,038,143.22 24,366.38 222,055,864.78 23,419.00 213,422,194.73 19,007.84 173,222,334.98 34,876.45 317,836,308.28 24,366.38 12,450,918.04 23,419.00 11,966,818.60 20,734.45 10,595,046.84 24,616.56 12,578,756.91 212,069.55 247,238,824.86 200,076.80 233,257,216.39 152,322.50 177,583,419.68 136,118.84 158,692,570.64 72,019.70 83,963,331.82 69,127.85 80,591,902.04 104,018.86 121,269,181.31 213,386.67 248,774,373.93 106,447.28 16,945,555.40 105,035.59 16,720,825.64 87,730.50 13,965,993.76 65,402.50 10,411,554.78 113,882.51 4,919,724.43 110,868.23 4,789,507.54 87,730.50 3,789,957.60 69,208.44 2,989,804.61 25,000.00 2,428,800.00 25,000.00 2,428,800.00 39,864.00 3,872,867.33 24,616.56 2,391,548.04

29,700.00 277,992.00 29,480.00 275,932.80 84,700.00 792,792.00 30,967.20 289,852.99

14,256.00 33,359.04 14,150.40 33,111.94 27,500.00 64,350.00 14,844.06 34,735.10

138,237.00 94,554.11 130,922.00 89,550.65 144,320.00 98,714.88 236,629.80 161,854.78

780,400.50 373,811.84 758,208.00 363,181.63 952,209.50 456,108.35 744,839.70 356,778.22

3,507,962.53 4,749,781.27 3,483,258.25 4,716,331.67 6,088,890.50 8,244,357.74 7,189,422.91 9,734,478.62 7,582,689.38 13,322,785.24 7,493,910.97 13,166,801.57 1,232,077.00 2,164,759.29 6,320,966.69 11,105,938.47 7,977,814.44 82,171,488.73 7,883,376.42 81,198,777.13 6,088,890.50 62,715,572.15 7,224,156.71 74,408,814.11 10,433,747.53 4,632,583.90 10,301,880.29 4,574,034.85 6,546,017.50 2,906,431.77 5,492,962.92 2,438,875.54 6,374,289.02 4,589,488.09 6,342,438.83 4,566,555.96 6,968,115.00 5,017,042.80 7,055,432.19 5,079,911.18

17,083,220.00 17,083,220.00 14,235,188.00 14,235,188.00 15,000,000.00 15,000,000.00 7,735,640.00 7,735,640.00 2,000,000.00 2,000,000.00 1,400,000.00 1,400,000.00 3,000,000.00 3,000,000.00 3,000,000.00 3,000,000.00 3,000,000.00 3,000,000.00 2,750,000.00 2,750,000.00 3,000,000.00 3,000,000.00 4,000,000.00 4,000,000.00

4,538,192,325.07 4,419,240,788.01 4,151,638,963.35 4,738,102,935.26

453,819,232.51 441,924,078.80 415,163,896.33 473,810,293.53

4,992,011,557.58 4,861,164,866.81 4,566,802,859.68 5,211,913,228.79

4,992,011,000.00 4,861,164,000.00 4,566,802,000.00 5,211,913,000.00

4,992,000,000.00 4,861,100,000.00 4,571,400,000.00 5,211,913,000.00

11,000.00 64,000.00 (4,598,000.00)

Gambar

TABEL KOREKSI ARITMATIK
TABEL KOREKSI ARITMATIK

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Jakarta: Proyek Pembinaan Permuseuman Jakarta Direktorat Jenderal Kebudayaan Departemen Pendidikan dan Kebudayaan. daudesain.com/arsitektur/arsitektur-kontemporer.11

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Bermanfaat untuk memberi pengetahuan mengenai masalah-masalah yang berkaitan dengan perencanaan dan perancangan Dinas Pemadam Kebakaran sebagai sarana pada wilayah kota serta

Sistem distribusi sampah dibedakan menurut jenisnya masing-masing yaitu sampah nonorganik dan sampah organik melalui box sampah yang berbeda. Pada beberapa ruang