DKH Paket-3DAFTAR KUANTITAS DAN HARGAPEMBANGUNAN JALAN TOL CIAWI - SUKABUMISEKSI - 1, CIAWI - CIGOMBONG/LIDOPAKET-3 : Pasir Jaya - Cigombong/Lido (STA. 10+300 - STA. 14+600)MATACONTRACT (A)BUDGET(B)PEMBA-U R A I A NSATUANQ'TYUPAHMATERIALALATUPAMOUNTYARANHARGATOTALBOBOTHARGATOTALBOBOTHARGATOTALBOBOT

BAB 1UMUM

1.19Pemeliharaan dan Perlindungan Lalu Lintas lump sum10.00.00.04,706,563,8004,706,563,8001.20 (1)Mobilisasi dan pekerjaan Persiapanlump sum10.00.00.03,239,055,0003,239,055,0001.20 (2)Mobilisasi (yang tidak tercakup pada 1.20(1))lump sum10.00.00.0357,655,592357,655,5921.26Pekerjaan dan Penanganan Aliran Air yang Sudah Adalump sum10.00.00.0272,000,000272,000,000

TOTAL HARGA BAB 18,575,274,392

BAB 2PEMBERSIHAN TEMPAT KERJA

2.01Pembersihan Tempat Kerjam2530,284450238,627,80010.36%0.00.00.00%3,8932,064,578,02289.64%4,3432,303,205,8222.02 (1)0.0Penebangan & Pembuangan Pohon Dia 20 - 40 cmPcs10020,4122,041,20046.07%0.00.00.00%23,8962,389,56553.93%44,3084,430,7652.02 (2)0.0Penebangan & Pembuangan Pohon Dia 40 - 50 cmPcs5020,4121,020,60031.49%0.00.00.00%44,4042,220,19068.51%64,8163,240,790

TOTAL HARGA BAB 22,310,877,377

BAB 3PEMBONGKARAN

3.01 (1)Pembongkaran Pasangan Batu m37,80068,390533,442,000100.00%0.00.00.00%0.00.00.00%68,390533,442,0003.01 (2)Pembongkaran Kerbm'2007,8511,570,154100.00%0.00.00.00%0.00.00.00%7,8511,570,1543.01 (3)Pembongkaran Perkerasan Jalan Aspal atau Betonm25,3007,05837,409,167100.00%0.00.00.00%0.00.00.00%7,05837,409,1673.01 (6)Pembongkaran Rambu Lalu Lintasbuah519,24096,200100.00%0.00.00.00%0.00.00.00%19,24096,2003.01 (11)Pembongkaran Guardrailm'1009,278927,818100.00%0.00.00.00%0.00.00.00%9,278927,818

TOTAL HARGA BAB 3573,445,339

BAB 4PEKERJAAN TANAH

4.03 (1) Galian Biasa untuk Timbunanm31,661,581415690,262,5222.04%0.00.00%19,98933,212,979,82397.96%20,40433,903,242,3444.03 (2)Galian untuk Dibuangm31,920,6835721,099,328,8983.61%0.00.00%15,29829,382,372,47396.39%15,87030,481,701,371sk.23Galian Biasa untuk Timbunan dari luar paketm30.08920.0112,2000.00.00%27,5850.0140,6760.04.09Urugan Material Berbutir (Granular Backfill)m38,7491,30111,384,2410.61%181,8001,590,568,20085.37%29,857261,220,50514.02%212,9581,863,172,9464.10Urugan Rembesan (Permeable Backfill)m31,7501,3012,277,1080.65%187,709328,489,87593.15%12,50921,890,8856.21%201,519352,657,869SK.12 (1)Geotextile Wovenm2100,0003,402340,200,00028.94%7,854785,400,00066.81%50050,000,0004.25%11,7561,175,600,0004.12Pasangan Batu Kosong (Blinding Stone)m36,36224,243154,236,08713.86%149,531951,313,04185.46%1,2007,634,4000.69%174,9741,113,183,528

TOTAL HARGA BAB 468,889,558,058

BAB 5GALIAN STRUKTUR

5.01 (1)Penggalian Struktur sampai kedalaman tidak lebih dari 2 mm323,5192,87067,506,69711.43%0.00.00%22,247523,236,52588.57%25,118590,743,2225.01 (2)Penggalian Struktur sampai kedalaman lebih dari 2 m, tapi tidak lebih dari 4 mm312,7628,236105,110,59822.32%0.00.00%28,656365,711,50677.68%36,893470,822,1035.01 (3)Penggalian Struktur sampai kedalaman lebih dari 4 mm38,77731,238274,176,50328.76%0.00.00%77,369679,071,18071.24%108,607953,247,683

TOTAL HARGA BAB 52,014,813,009

BAB 6DRAINASE

6.05 (1)Pipa Gorong-gorong Beton Tak Bertulang, dia. 40 cmm'20048,4879,697,3337.44%558,641111,728,26185.75%44,3828,876,4396.81%651,510130,302,0336.05 (6)Pipa Gorong-gorong Beton Bertulang, dia. 60 cm, Tipe Am'3,25972,730237,027,0706.49%1,007,7443,284,236,73789.89%40,669132,540,5203.63%1,121,1433,653,804,3276.05 (7)Pipa Gorong-gorong Beton Bertulang, dia. 60 cm, Tipe Bm'21448,48710,376,1473.04%1,510,661323,281,46694.80%34,3617,353,1492.16%1,593,508341,010,7616.05 (8)Pipa Gorong-gorong Beton Bertulang, dia. 80 cm, Tipe Am'8098,7707,901,6004.32%2,152,086172,166,88094.13%35,4582,836,6591.55%2,286,314182,905,1396.05 (9)Pipa Gorong-gorong Beton Bertulang, dia. 80 cm, Tipe Bm'8748,4874,218,3400.97%4,918,756427,931,76798.77%12,5881,095,1960.25%4,979,831433,245,3036.05 (10)Pipa Gorong-gorong Beton Bertulang, dia. 100 cm, Tipe Am'100117,60011,760,0005.56%1,940,633194,063,25691.83%54,9885,498,8152.60%2,113,221211,322,0716.05 (11)Pipa Gorong-gorong Beton Bertulang, dia. 100 cm, Tipe Bm'88117,60010,348,8001.75%6,570,928578,241,70597.79%31,0992,736,7430.46%6,719,628591,327,2496.05 (21)Pipa Gorong-gorong Beton Bertulang, 2 dia. 100 cm, Tipe Dm'44161,0007,084,0001.46%10,806,477475,485,00897.68%95,2204,189,6660.86%11,062,697486,758,6746.05 (22)Pipa Gorong-gorong Beton Bertulang, 2 dia. 120 cm, Tipe Dm'67161,00010,787,0001.13%13,983,102936,867,85098.21%93,1356,240,0680.65%14,237,238953,894,9186.05 (23)Pipa Gorong-gorong Beton Bertulang, 2 dia. 150 cm, Tipe Dm'54161,0008,694,0000.84%18,945,6111,023,062,97298.89%52,4062,829,9360.27%19,159,0171,034,586,9086.06 (5)Saluran Beton Bertulang Tertutup, DS - 3 Am'10627,3202,895,9203.18%831,99088,190,95596.69%1,150121,9000.13%860,46091,208,7756.06 (12)Inlet Drain, Tipe DI-1 (dia 40 - 80 cm)buah1273,117273,1171.47%18,318,28818,318,28898.51%3,2503,2500.02%18,594,65418,594,6546.06 (13)Inlet Drain, Tipe DI-2 (dia 100 - 150 cm)buah0.0273,1170.014,018,8300.03,2500.014,295,1970.06.06 (14)Inlet Drain, Tipe DI-3 (dia 2x100 - 2x150 cm)buah1273,117273,1170.90%29,906,77729,906,77799.08%3,2503,2500.01%30,183,14330,183,1436.06 (15)Outlet Drain, Tipe DO-1 (dia 40 - 80 cm)buah13273,1173,550,5171.47%18,318,288238,137,73998.51%3,25042,2500.02%18,594,654241,730,5066.06 (16)Outlet Drain, Tipe DO-2 (dia 100 - 150 cm)buah0.0273,1170.014,018,8300.03,2500.014,295,1970.06.06 (17)Outlet Drain, Tipe DO-3 (dia 2x100 - 2x150 cm)buah1273,117273,1170.90%29,906,77729,906,77799.08%3,2503,2500.01%30,183,14330,183,1436.06 (18)Drainage Catch Basin (DCB)buah64834,15022,129,2001.45%2,322,7081,505,114,50298.50%1,150745,2000.05%2,358,0081,527,988,9026.06 (6)Selokan Pasangan Batu, Tipe Ds-4m'2,430184,500448,335,00030.72%412,8911,003,325,48968.74%3,2507,897,5000.54%600,6411,459,557,9896.06 (8)Selokan Pasangan Batu, Tipe Ds-5m'10,681184,5001,970,644,50028.45%460,7584,921,355,57871.05%3,25034,713,2500.50%648,5086,926,713,3286.06 (9)Selokan Pasangan Batu, Tipe Ds-7m'128184,50023,616,0008.30%2,034,244260,383,18891.55%3,250416,0000.15%2,221,994284,415,1886.06 (10)Saluran Tipe DS-8m'25,31229,092736,376,70412.11%190,6314,825,262,91979.33%20,591521,188,1668.57%240,3146,082,827,7886.06 (11)0.0Selokan Pasangan Batu, Tipe Ds-10m'140244,18334,185,66743.45%314,53044,034,13155.97%3,250455,0000.58%561,96378,674,7986.08 (2)Anyaman Filter Plastik (Geotextile)m229,4123,402100,059,62428.94%7,854231,001,84866.81%50014,706,0004.25%11,756345,767,4726.08 (3)Pipa Berlubang Banyak (Perforated Pipe) untuk Pekerjaan Drainase Bawah Permukaan 6 Inchm'8,17051,567421,299,66720.59%198,3561,620,565,26879.19%5504,493,5000.22%250,4722,046,358,4356.08 (1)Bahan / aggregat Porous (Sub drain)m34,41228,233124,565,4678.75%205,535906,820,42063.66%89,076393,003,31227.59%322,8441,424,389,199

TOTAL HARGA BAB 628,607,750,704

BAB 7SUB GRADE

7.01Persiapan Tanah Dasarm2214,534521111,710,91910.24%0.00.00.00%4,566979,505,94589.76%5,0861,091,216,864

TOTAL HARGA BAB 71,091,216,864

BAB 8LAPIS PONDASI AGREGAT (SUBBASE)

8.01 (1)Lapis Pondasi Agregat Kelas Am335,9253,262117,195,3331.21%236,2328,486,634,60087.32%31,0411,115,146,18611.47%270,5359,718,976,1208.01 (2)Lapis Pondasi Agregat Kelas Bm335,4123,262115,521,8131.19%236,2328,365,447,58486.37%34,0131,204,468,53112.44%273,5079,685,437,928

TOTAL HARGA BAB 819,404,414,048

BAB 9PERKERJAAN PERKERASAN

9.04Bitumen Lapis Resap Pengikat (Prime Coat)kg39,3234396,8572,0209,3159.05Bitumen Lapis Pengikat (Tack Coat)kg89,2954396,8572,0209,3159.07 (1)Asphalt Treated Base Course/AC-Baseton6,8681,206419,53780,046500,7899.07 (3)Asphalt Concrete Wearing Courseton22,7821,105445,53171,577518,2139.07 (4)Semen Aspal ton1,9251,322,5589,257,9032,645,11513,225,5759.08 (1)Perkerasan Beton (t = 28 cm)m2211,3327,326272,19543,092322,6129.08 (2)Perkerasan Beton (t = 28 cm), Double Wire Meshm20.08,194329,83748,024386,0559.08 (3)Perkerasan Beton (t = 28 cm), Single Wire Meshm20.08,194378,06148,024434,2799.08 (4)0.0Perkerasan Beton (t = 33 cm)m25,2447,326321,44948,024376,7999.08 (5)0.0Perkerasan Beton (t = 33 cm), Double Wire Meshm29,0008,194396,25148,024452,4699.08 (6)0.0Perkerasan Beton (t = 33 cm), Single Wire Meshm21,9808,194444,47448,024500,6929.09 (1)Lean Concrete (t = 10 cm)m2233,2458,19481,1577,00396,353

TOTAL HARGA BAB 90.0

BAB 10STRUKTUR BETON

10.01 (4)Beton Kelas B - 1.1 (Slab, diapragma, umum)m37,45533,343248,574,8493.00%958,5657,146,101,74486.38%117,758877,882,72410.61%1,109,6668,272,559,31710.01 (5)Beton Kelas B - 1.2 (Pier Head)m35,15033,343171,718,3732.96%973,7735,014,930,69886.57%117,758606,451,51310.47%1,124,8745,793,100,58510.01 (6)Beton Kelas B - 1.3 (Columms solid < 12 m )m33,91842,028164,666,1453.48%1,034,6054,053,582,12985.69%130,705512,103,62610.83%1,207,3384,730,351,89910.01 (7)Beton Kelas B - 1.4 (Columms solid 12 m )m344044,45819,561,4463.55%1,049,813461,917,68983.93%156,60168,904,41712.52%1,250,872550,383,55210.01 (8)Beton Kelas B - 1.5 (Columms Hollo )m30.058,8390.01,049,8130.0182,4970.01,291,1490.010.01 (9)Beton Kelas C - 1 (abt, pile cap, Box)m321,88329,639648,580,4822.64%986,88221,595,948,28988.01%104,8102,293,552,5069.35%1,121,33124,538,081,27710.01 (10)Beton Kelas C - 2 (umum)m398029,63929,045,7832.84%910,842892,625,60687.14%104,810102,713,58810.03%1,045,2911,024,384,97810.01 (11)Beton Kelas Dm312529,6393,704,8192.90%888,875111,109,36986.86%104,81013,101,22310.24%1,023,323127,915,41210.01 (12)Beton Kelas Em33,18114,81947,140,1201.69%831,6652,645,526,25994.67%31,982101,736,2533.64%878,4672,794,402,63210.02 (2)Batang Baja Tulangan Ulirkg7,384,1781,48410,958,120,15215.95%7,79457,551,712,36583.78%25184,604,4500.27%9,30368,694,436,96710.03(1)P.C.I Girder, bentang 15.0 mbuah2424,38051,163,2001,260,82352,448,40210.03(2)P.C.I Girder, bentang 20 mbuah5526,62073,740,9001,800,74775,568,26710.03 (3)P.C.I Girder, bentang 25 mbuah3126,620109,109,4002,731,651111,867,67110.03 (4)P.C.I Girder, bentang 30.0 mbuah226,620164,923,8004,159,036169,109,45710.03 (5)P.C.I Girder, bentang 35.0 mbuah5426,620191,280,6004,841,699196,148,91910.03 (6)P.C.IGirder, bentang 40,0 m buah13726,620226,746,0005,710,542232,483,16310.03 (9)Plat Precetak (Concrete Plate)m219,16914,819284,070,7234.58%289,6315,551,944,25589.42%19,443372,708,0446.00%323,8946,208,723,02110.05 (1)Penyediaan Tiang Pancang Beton Bulat Pretensioned, dia 50 cmm'27,9660.0402,5720.0402,57210.05 (2)Pemancangan Tiang Pancang Beton Bulat Pretensioned, dia 50 cmm'27,15221,8070.0204,185225,99310.05 (3)Penyediaan & Pemancangan Tiang Pancang Beton Bulat Pretensioned, Pile Test, dia 50 cmm'1,39219,667962,117206,4611,188,24510.07 (1)Tiang bor beton cast-in-place, dia. 50 cmm766159,0071,003,37686,7141,249,09710.07 (5)Tiang bor beton cast-in-place, dia. 120 cmm0.0378,5882,388,991206,4612,974,04110.08 Pengeboran Percobaanm0.06,51539,27041,93787,72210.07 (12)PDA Testbuah301,750,00012,250,0003,500,00017,500,00010.09 (1)Sambungan Ekspansi (Expansion Joint)m'0.071,6330.03,345,6000.083,8950.03,501,1280.010.09 (1)0.0Expansion joint Asphaltic plug celah 5 cm (move)m'45036,91316,611,00021.58%50,23522,605,75029.37%83,89537,752,75049.05%171,04376,969,50010.09 (2)0.0Expansion joint Asphaltic plug celah 2 cm (fix)m'33671,63324,068,80040.79%20,0946,751,58411.44%83,89528,188,72047.77%175,62259,009,10410.10 (2)Perletakan Elastomer 350 x 280 x 51buah2200.00.00%486,923107,122,950100.00%0.00.00%486,923107,122,95010.10 (3)Perletakan Elastomer 480 x 300 x 51buah40.00.00%705,8402,823,360100.00%0.00.00%705,8402,823,36010.10 (4)Perletakan Elastomer 480 x 380 x 68buah3820.00.00%1,098,540419,642,280100.00%0.00.00%1,098,540419,642,28010.11Turap (sheet pile) Beton lengkap sampai pemancanganm'26361,64716,213,0527.74%734,400193,147,20092.26%0.00.00%796,047209,360,25210.12 (1)Deck Drain beserta asessorisnya, Tipe 1buah4810.00.00%624,750300,504,750100.00%0.00.00%624,750300,504,75010.12 (3)Pipa Drainase, dia. 15 cm, dengan perlengkapan sambungan dan penyanggam'2,58120,41252,683,3728.57%217,641561,730,68591.43%0.00.00%238,053614,414,05710.12 (4)Pipa Drainase, dia. 20 cm, dengan perlengkapan sambungan dan penyanggam'2,58025,51565,828,7007.54%312,863807,187,53392.46%0.00.00%338,378873,016,233

TOTAL HARGA BAB 10125,397,202,126

BAB 11PEKERJAAN BAJA STRUKTURAL

TOTAL HARGA BAB 11

BAB 12PEKERJAAN LAIN-LAIN

12.01 (1)Solid Soddingm2137,6003,402468,115,20033.31%5,610771,936,00054.94%1,200165,120,00011.75%10,2121,405,171,20012.01 (2)Strip sodingm2206,4003,402702,172,80035.06%5,1001,052,640,00052.57%1,200247,680,00012.37%9,7022,002,492,80012.01 (3)Pohon ( Lansekap lingkungan jalan )Kelompok0.00.00.00%0.00.00%0.00.00%0.00.012.02 (1)Pasangan Batu Kali 1 : 3m3600234,100140,460,00034.08%449,600269,759,97765.45%3,2501,950,0000.47%686,950412,169,97712.05 (1)Guardrail, tipe Am'11,1809,952111,259,6333.45%276,0393,086,110,43095.66%2,56928,723,7700.89%288,5593,226,093,83312.05 (2)End Section Guardrailbuah553,981218,9371.07%367,20020,196,00098.57%1,32873,0230.36%372,50820,487,95912.05 (6)Chainlink fencem'9903,9813,940,8601.97%197,208195,235,62397.36%1,3581,344,3860.67%202,546200,520,86912.05 (7)Railing fencem'8423,9813,351,7210.60%656,208552,526,88399.20%1,3281,117,9100.20%661,516556,996,51512.06 (1)Rambu Pengaturan dan Peringatan, Tipe A-1buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.06 (2)Rambu Pengaturan dan Peringatan, Tipe A-2buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.06 (3)Rambu Pengaturan dan Peringatan, Tipe B-1buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.06 (4)Rambu Pengaturan dan Peringatan, Tipe B-2buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.06 (5)Rambu Pengaturan dan Peringatan, Tipe CbuahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.07 (1)Rambu Petunjuk, Peringatan dan Larangan Tipe A - 1buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.07 (2)Rambu Petunjuk, Peringatan dan Larangan Tipe A - 2buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.07 (3)Rambu Petunjuk, Peringatan dan Larangan Tipe A - 3buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.07 (4)Rambu Petunjuk, Peringatan dan Larangan Tipe A - 4buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.08 (1)Marka Jalan Tipe 1m2ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.08 (2)Marka Jalan Tipe 2m2ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.08 (3)Rumble Strips m2ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.09 (1)Guide Post, Tipe A (bahu)buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.09 (2)Guide Post, Tipe B (barrier, guardrail)buahERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.0ERROR:#REF!12.09 (3)Patok Damijabuah3440.0ERROR:#DIV/0!0.0ERROR:#DIV/0!0.0ERROR:#DIV/0!0.00.012.09 (5)Kilometer Postbuah230.0ERROR:#DIV/0!0.0ERROR:#DIV/0!0.0ERROR:#DIV/0!0.00.012.08 (1)0.0Marka Jalanm28,43512,675106,913,6255.38%198,9771,678,366,77884.45%23,953202,039,33810.17%235,6041,987,319,74012.08 (3)0.0Rumble Strips m230012,6753,802,5001.96%621,032186,309,69496.25%11,5103,453,0001.78%645,217193,565,1949112.09 (3)Patok Damijabuah34423,8848,216,0961.15%2,040,000701,760,00098.57%5,6481,942,8400.27%2,069,532711,918,93612.09 (5)Kilometer Postbuah0.00.00.00.00%0.00.00.00%0.00.00.00%0.00.012.10 (1)Concrete Barrier, tipe-Am'5,85739,807233,147,6473.27%1,168,8186,845,767,02696.11%7,44443,602,2680.61%1,216,0697,122,516,94112.10 (2)Concrete Barrier, tipe-Bm'0.00.00.00.00%0.00.00.00%0.00.00.00%0.00.012.11 (1)Kerb Beton, Tipe-Am'1,32539,80752,743,83316.53%192,179254,636,72979.82%8,77711,629,3143.65%240,762319,009,87712.11 (2)Kerb Beton, Tipe-Bm'26539,80710,548,76718.13%170,98145,310,03277.87%8,7772,325,8634.00%219,56558,184,66212.12 (1)Pagar ROW, Tipe 1 (Panel Beton)m'3,22550,600163,185,00010.00%354,2001,142,295,00070.00%101,200326,370,00020.00%506,0001,631,850,00012.12 (2)Pagar ROW, Tipe 2 (Kawat Berduri)m'10,7508,25088,687,50010.00%57,750620,812,50070.00%16,500177,375,00020.00%82,500886,875,00012.12 (3)Pagar ROW, Tipe 3 (BRC)m'5,91329,855176,532,6159.18%287,5901,700,518,19288.40%7,88946,645,2592.42%325,3331,923,696,06512.13 (1)Blok Beton Perlindungan Lereng / Taludm2875161,000140,875,0003.65%4,155,1033,635,715,12294.24%93,13581,493,4242.11%4,409,2383,858,083,545

TOTAL HARGA BAB 12

BAB 13PENCAHAYAAN LAMPU LALU LINTAS DAN PEKERJAAN LISTRIK

13.01(2)Lampu Penerangan Jalan, Tinggi 13 m (1 x HPS 250 watt) Lengan TunggalbuahERROR:#REF!13.01(3)Lampu Penerangan Jalan, Tinggi 13 m (2 x HPS 250 watt), Lengan GandabuahERROR:#REF!13.01(3) aLampu Sorot, Tinggi 14 m, HPS-T 3x250 wattbuahERROR:#REF!13.01(4) a Lampu Sorot, Tinggi 14 m, HPS-T 3x400 wattbuahERROR:#REF!13.01(7)Lampu Pengendali Lalu LintasbuahERROR:#REF!13.01(5)Lampu Hight Mast, Tinggi 30 m (3 x HPS-T 1000 watt)buahERROR:#REF!13.01(5)aLampu Hight Mast, Tinggi 35 m (4 x HPS-T 1000 watt) buahERROR:#REF!13.01(8)Flashing LightbuahERROR:#REF!13.01(16)Kabel NYFGBY 4C - 10 mm2m'ERROR:#REF!13.01(17)Kabel NYFGBY 4C - 16 mm2m'ERROR:#REF!13.01(18)Kabel NYFGBY 4C - 25 mm2m'ERROR:#REF!13.01(19)Kabel NYFGBY 4C - 35 mm2m'ERROR:#REF!13.01(24)Panel PJUbuahERROR:#REF!13.01(29)Grounding PanelbuahERROR:#REF!13.01(25)aGrounding Tiang Lampu PJUbuahERROR:#REF!Komponen Pelengkap Instalasi ME hingga Peralatan beroperasilsERROR:#REF!

TOTAL HARGA BAB 13

BAB 14PLAZA TOL

14.01 (1)Pulau Tol Tipe A (standart)set148,000,000112,000,00010.00%56,000,000784,000,00070.00%16,000,000224,000,00020.00%80,000,0001,120,000,00014.01 (2)Pulau Tol Tipe B (reverse)set28,000,00016,000,00010.00%56,000,000112,000,00070.00%16,000,00032,000,00020.00%80,000,000160,000,00014.01 (3)Atap Gerbang Tol untuk Gerbang 3 Lajur lengkap pemipaan & listrikset0.00.00.00.0ERROR:#REF!14.01 (4)Atap Gerbang Tol untuk Gerbang 4 Lajur lengkap pemipaan & listrikset0.00.00.00.0ERROR:#REF!14.01 (5)Atap Gerbang Tol untuk Gerbang 8 Lajur lengkap pemipaan & listriksetERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!14.01 (6)Atap Gerbang Tol untuk Gerbang 10 Lajur lengkap pemipaan & listriksetERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!14.01 (7)Atap Gerbang Tol untuk Gerbang 12 Lajur lengkap pemipaan & listriksetERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!14.01 (8)Gardu Tol (pengumpul tiket)setERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!

TOTAL HARGA BAB 140.50%1,280,000,000

BAB 15PENGALIHAN DAN PERLINDUNGAN UTILITAS YANG ADA

15.1Provisional Sum untuk Pengalihan dan Perlindungan Utilitas Yang Adasum0.0

TOTAL HARGA BAB 150.0

BAB 16PEKERJAAN FASILITAS TOL DAN KANTOR GERBANG TOL

16.01 Kantor Gerbang Tol Ciawi, Termasuk Prasarana Jalan Lingkungan, Parkir & Pelengkap lainnya lsERROR:#REF!16.02Kantor Gerbang Tol Ciherang Pondok, Termasuk Prasarana Jalan Lingkungan, Parkir & Pelengkap lainnya lsERROR:#REF!16.03Kantor Gerbang Tol Caringin, Termasuk Prasarana Jalan Lingkungan, Parkir & Pelengkap lainnya lsERROR:#REF!16.04Kantor Gerbang Tol Cigombong 1, Termasuk Prasarana Jalan Lingkungan, Parkir & Pelengkap lainnya lsERROR:#REF!16.05Kantor Gerbang Tol Cigombong 2, Termasuk Prasarana Jalan Lingkungan, Parkir & Pelengkap lainnya lsERROR:#REF!

TOTAL HARGA BAB 16

JUMLAH HARGA BAB 1 S/D BAB 16 ( A )258,144,551,917PPN 10% = 10% X A ( B )25,814,455,192JUMLAH TOTAL HARGA ( C ) = ( A) + ( B )283,959,007,109

DRANASEDAFTAR KUANTITAS DAN HARGAPEMBANGUNAN JALAN TOL CIAWI - SUKABUMISEKSI - 1, CIAWI - CIGOMBONG/LIDOPAKET-3 : Pasir Jaya - Cigombong/Lido (STA. 10+300 - STA. 14+600)

N0DRAINASESATUANVOLUMEHARGA SATUANTOTALJUMLAHUPAHMATERIALALAT

6.05 (1)Pipa Gorong-gorong Beton Tak Bertulang, dia. 40 cmm'2006.05 (6)Pipa Gorong-gorong Beton Bertulang, dia. 60 cm, Tipe Am'3,2596.05 (7)Pipa Gorong-gorong Beton Bertulang, dia. 60 cm, Tipe Bm'2146.05 (8)Pipa Gorong-gorong Beton Bertulang, dia. 80 cm, Tipe Am'806.05 (9)Pipa Gorong-gorong Beton Bertulang, dia. 80 cm, Tipe Bm'876.05 (10)Pipa Gorong-gorong Beton Bertulang, dia. 100 cm, Tipe Am'1006.05 (11)Pipa Gorong-gorong Beton Bertulang, dia. 100 cm, Tipe Bm'886.05 (21)Pipa Gorong-gorong Beton Bertulang, 2 dia. 100 cm, Tipe Dm'446.05 (22)Pipa Gorong-gorong Beton Bertulang, 2 dia. 120 cm, Tipe Dm'676.05 (23)Pipa Gorong-gorong Beton Bertulang, 2 dia. 150 cm, Tipe Dm'546.06 (5)Saluran Beton Bertulang Tertutup, DS - 3 Am'1066.06 (12)Inlet Drain, Tipe DI-1 (dia 40 - 80 cm)buah16.06 (13)Inlet Drain, Tipe DI-2 (dia 100 - 150 cm)buah0.06.06 (14)Inlet Drain, Tipe DI-3 (dia 2x100 - 2x150 cm)buah16.06 (15)Outlet Drain, Tipe DO-1 (dia 40 - 80 cm)buah136.06 (16)Outlet Drain, Tipe DO-2 (dia 100 - 150 cm)buah0.06.06 (17)Outlet Drain, Tipe DO-3 (dia 2x100 - 2x150 cm)buah16.06 (18)Drainage Catch Basin (DCB)buah6486.06 (6)Selokan Pasangan Batu, Tipe Ds-4m'2,4306.06 (8)Selokan Pasangan Batu, Tipe Ds-5m'10,6816.06 (9)Selokan Pasangan Batu, Tipe Ds-7m'1286.06 (10)Saluran Tipe DS-8m'25,3126.06 (11)0.0Selokan Pasangan Batu, Tipe Ds-10m'1406.08 (2)Anyaman Filter Plastik (Geotextile)m229,4126.08 (3)Pipa Berlubang Banyak (Perforated Pipe) untuk Pekerjaan Drainase Bawah Permukaan 6 Inchm'8,1706.08 (1)Bahan / aggregat Porous (Sub drain)m34,412

TOTAL HARGA BAB 6

supplaerBESI BETONNOSPECUNITMERKRATA 2XGGDELKOPRIMAMASTER STEELDELKOPRIMAGN RAJAWALISEKASABINTANG BAJA UTAMASEKASAWIRAWANRONNY BUDI HARTONODENI SANTOSO08526193937308158844384081613788820857273750691BESI POLOSKG6,769.916,650.006,925.006,350.006,673.732BESI ULIRKG6,769.916,600.006,950.006,300.006,654.98GORONG - GORONGNOSPECUNITMERKRATA 2XDURACONPRICONDUSASPUNDURACONPRICONDAVID LYUSTINEAMAN KUSUMA081596901160813190070680819341572721DIA 400M'276,000.00219,200.00247,600.002DIA 600M'606,600.00678,400.00416,000.00567,000.003DIA 800M'811,000.001,064,800.00610,000.00828,600.004DIA 1000M'1,157,480.001,657,600.00852,000.001,222,360.005DIA 1200M'1,555,080.002,367,600.001,159,600.001,694,093.33DIA 1500M'2,413,240.003,469,600.001,662,800.002,515,213.33BUIS BETON D 400250,000.00250,000.00PAGAR PANELNOSPECUNITMERKRATA 2XBAHANA MAKMUR JAYADURACONPRICONDUSASPUNDURACONPRICONPUTRA WICAKSONODAVID LYUSTINEAMAN KUSUMA02514750899081596901160813190070680819341572721PANEL BETON 5X40X240M'125,000.00173,700.00200,000.00135,000.00158,425.002KOLOM 17.5 X 17.5 X 320M'320,000.00398,700.00374,000.00155,000.00311,925.00RC- PLATE PRECASTNOSPECUNITMERKRATA 2XDCA

KARSONO0821679147691PANEL BETON 1000X1000X70m2320,000.00320,000.00

PAGAR KAWATNOSPECUNITMERKRATA 2X

1KAWAT DURIM'125,000.00173,700.00200,000.00166,233.332SIKU - SIKUM'320,000.00398,700.00374,000.00364,233.33BARRIERNOSPECUNITMERKRATA 2XSGCPT.NATA PERSADA INDONESIADUSASPUN

IWAN SUJATMIKOWAHYU WIDODOAMAN KUSUMA0813830707870813189762370819341572721BARIRIER 800X500X1000UNIT872,000.001,375,700.001,190,000.001,145,900.00CV.Banyoe Atika Mandirideck drainNOSPECUNITMERKRATA 2XCV.Banyoe Atika MandiriAli Jaya Teknik

munirfuad hasan08 111 925 021085627345271deck drainUNIT625,000.00600,000.00612,500.00readymixNOSPECUNITMERKRATA 2XADhIMIXmerah putihpt. sinar alia topazYAYANrio0812884571830813105676821Beton Class A (k 400)UNIT915,000855,000.00885,000.002Beton Class B (k 350)UNIT805,000792,000.00798,500.003Beton Class CUNIT760,000742,500.00751,250.004Beton Class DUNIT730,000729,000.00729,500.005Beton Class EUNIT710,000711,000.00710,500.006Beton Class PUNIT880,000819,000.00849,500.00Elastomer 480 x 380 x 68Elastomer 480 x 380 x 68NOSPECUNITMERKRATA 2XCV. BHENIKA CITRA SEJATERAPT. Adiyasa Cipta Gemilang

TUGAS DWI IRAWANUmam081556072220813341383841Perletakan Elastomer 350 x 280 x 51UNIT489,750465,000.00477,375.002Perletakan Elastomer 480 x 300 x 51UNIT745,000639,000.00692,000.003Perletakan Elastomer 480 x 380 x 68UNIT1,075,0001,079,000.001,077,000.00

Sheet2

Sheet3