Toal Page : 1/1

Date : Mei 21 - 2018

PT. ADIJAYA BANGUN PERSADA Ref.No.: -
From : Sunoto
PROJECT CONSULTAN
JL. PINUS II VILA TANGERANG ELOK BLOK E-07 NO. 26 TANGERANG Doc No. : D.002

BILL OF QUANTITIES CUT & FILL

Pelaksanaan Pekerjaan tahap ke 1 Komplek Bangunan Pergudangan di desa Ciparung Sari kecamatan
Cibatu Purwakarta waktu 180 hari APPROXIMATLY BOUNDERING AREA REV
Document for Bidding Quantity 0
Att. : Mr.
BILL OF QUANTITIES
Herewith we submit our Quotation for project as state as subject above :
Specific Unit Price (Rp) Total Unit Price (Rp)
No Description ation Sat. Qty Amound (Rp)
Mat'l/Tools Wages Mat'l/Tools Wages
21,422,028,989.47
I TEMPORARY PANCE 1,611,830,489.47
1 Preparation Work 99,500,000.00
1 Direksikit 20.00 M2 1,650,000.00 350,000 33,000,000 7,000,000 40,000,000.00
2 Electricity During Construction 1.00 Ls 27,000,000.00 - 27,000,000 - 27,000,000.00
3 mobilisasi and Demobilization 1.00 Ls 9,500,000.00 - 9,500,000 - 9,500,000.00
4 Water For construction 1.00 Ls 15,000,000.00 8,000,000 15,000,000 8,000,000 23,000,000.00
2 Temporary Fence - - 1,512,330,489.47
1 Soil Excavation for Foundation 30.24 M3 6,500.00 128,050 196,560 3,872,232 4,068,792.00
2 Fabrication Pole for Fence By Hollo 50 x 50 50 x 50 x 1, 6,357.34 Kg 20,800.00 5,850 132,232,672 37,190,439 169,423,111.00
Fabrication Frame Fence By Hollo 40 x 20 40 x 20 x 7,848.33 Kg 20,800.00 5,850
3 1,4 163,245,333 45,912,750 209,158,083.33
4 Concrite foot Pole Fence 20 x 20 x 30 K-100 13.44 Kg 933,400.00 176,670 12,544,896 2,374,445 14,919,340.80
5 Install Zink alum Corugoted spandek 2,5M 6,300.00 M2 81,900.00 23,400 515,970,000 147,420,000 663,390,000.00
6 Primer Coat Painting for Pole and Frame Hollo 6,387.58 kg 1,690.00 325 10,795,010 2,075,964 12,870,973.70
7 Temporary GTE 1.00 Ls 158,000,000.00 28,440,000 158,000,000 28,440,000 186,440,000.00
8 Concrite work 126.00 m3 1,335,233.64 162,500 168,239,439 20,475,000 188,714,438.64
9 Car Wash Temporary 1.00 Ls 57,850,000.00 5,495,750 57,850,000 5,495,750 63,345,750.00
II CUT & FILE 19,810,198,500.00
Preparation Work - - 198,500.00
1 Mobilisasi & Demobilisasi Heavy Equipment 5.00 Ls 17,500 87,500 - 87,500.00
2 Direksi Keet dan Temporary Office 1.00 Ls 21,000 21,000 - 21,000.00
3 Listrik Kerja & Trasportation 1.00 Ls 90,000 90,000 - 90,000.00
SOIL WORK - - 19,810,000,000.00
1 Striping area 350,000.00 M2 - 13,400 - 4,690,000,000 4,690,000,000.00
2 Soil Cutting 210,000.00 M3 25,000 25,000 5,250,000,000 5,250,000,000 10,500,000,000.00
3 Soil Filling and Leveling area Material Ex.Cutting 140,000.00 M3 15,000 18,000 2,100,000,000 2,520,000,000 4,620,000,000.00
Retaining Wall - - 21,956,004,000.00
1 Precast Sheet Pile 12 m 2,800.00 m' 6,273,144 1,568,286 17,564,803,200 4,391,200,800 21,956,004,000.00

III Main Drainage 11,120,440,979.82

Main Drainange Outside Fence
1 Preparation Work
1 Direksikit and Temporary office at site 20.00 M2 1,980,000.00 420,000.00 39,600,000.00 8,400,000.00 48,000,000.00
 Specific Unit Price (Rp) Total Unit Price (Rp)
No Description ation Sat. Qty Amound (Rp)
Mat'l/Tools Wages Mat'l/Tools Wages
2 Electricity During Construction 1.00 Ls 24,000,000.00 0.00 24,000,000.00 0.00 24,000,000.00
3 mobilisasi and Demobilization 1.00 Ls 11,400,000.00 0.00 11,400,000.00 0.00 11,400,000.00
4 Water For construction 1.00 Ls 4,200,000.00 0.00 4,200,000.00 0.00 4,200,000.00
2 Soil Work
1 Staking Out Meansurment and Bowplank 2,915.00 M' 90,674.10 27,788.40 264,315,001.50 81,003,186.00 345,318,187.50
2 Soil Excavation for Drainange (100x100x100) 3,789.50 M3 105,300.00 0.00 399,034,350.00 0.00 399,034,350.00
3 Sand Layer under U-Ditch 10cm 378.95 M3 309,600.00 34,200.00 117,322,920.00 12,960,090.00 130,283,010.00
4 Back filling by soil ex. Soil Excavation 583.00 M3 14,250.00 0.00 8,307,750.00 0.00 8,307,750.00
5 Soil Disposal Ex. Excavation 3,206.50 M3 28,500.00 0.00 91,385,250.00 0.00 91,385,250.00
3 Main Drainage By U-Ditch
1 Install Main Drainage By U-Ditch K-350 (100x120x120) 2,915.00 M' 3,090,000.00 150,000.00 9,007,350,000.00 437,250,000.00 9,444,600,000.00
2 Form work for Topping U-Ditch asumtion Use 3 x Plywood 3x 1,166.00 M2 12,956.40 43,437.60 15,107,162.40 50,648,241.60 65,755,404.00
3 Toping Concrite for U-Ditch K-200 site Mix K-200 233.20 M3 1,004,067.60 150,000.00 234,148,564.32 34,980,000.00 269,128,564.32
4 Reinforcment for Topping U-ditch Ø10 15,158.00 Kg 14,508.00 3,900.00 219,912,264.00 59,116,200.00 279,028,464.00
IV Permanent Fence 3,920,425,818.73
1 Preparation Work
1 Direksikit and Temporary office at site 20.00 M2 1,980,000.00 420,000.00 39,600,000.00 8,400,000.00 48,000,000.00
2 Electricity During Construction 1.00 Ls 24,000,000.00 0.00 24,000,000.00 0.00 24,000,000.00
3 mobilisasi and Demobilization 1.00 Ls 11,400,000.00 0.00 11,400,000.00 0.00 11,400,000.00
4 Water For construction 1.00 Ls 4,200,000.00 0.00 4,200,000.00 0.00 4,200,000.00
2 Soil Work
1 Staking Out Meansurment and Bowplank 2,915.00 M' 90,674.10 27,788.40 264,315,001.50 81,003,186.00 345,318,187.50
2 Manual Bore Pile For Strouse Coloum Fence 40 x 1,5M 1500 x 40 279.84 M3 117,000.00 32,400.00 32,741,280.00 9,066,816.00 41,808,096.00
3 Concrite Work
1 Concriting for Strous Coloumn Fence site Mix K-200 279.84 M3 1,004,067.60 150,000.00 280,978,277.18 41,976,000.00 322,954,277.18
2 Reinforcment for Strouse Coloum Ø10 18,189.60 kg 14,508.00 3,900.00 263,894,716.80 70,939,440.00 334,834,156.80
3 Concriting for Ring Permanent Fence site Mix 20 x 25 K-200 145.75 kg 1,004,075.00 150,000.00 146,343,931.25 21,862,500.00 168,206,431.25
4 Reinforcment for Ring Fence Ø10 9,473.75 kg 14,508.00 3,900.00 137,445,165.00 36,947,625.00 174,392,790.00
4 Fence Installation
Permanent Fence By Precast K-350 with Reinforment H.260
1 @40 x 6 Layer K-350 2,915.00 M' 624,000.00 162,000.00 1,818,960,000.00 472,230,000.00 2,291,190,000.00
2 Install Razor Wire on Top Fence Roll Type Tic. 30cm BTO 22 2,915.00 47,712.00 5,160.00 139,080,480.00 15,041,400.00 154,121,880.00
V Main Gate and Security Post 585,930,578.36
1 Preparation Work
1 Direksikit and Temporary office at site 20.00 M2 1,980,000.00 420,000.00 39,600,000.00 8,400,000.00 48,000,000.00
2 Electricity During Construction 1.00 Ls 9,000,000.00 0.00 9,000,000.00 0.00 9,000,000.00
3 mobilisasi and Demobilization 1.00 Ls 11,400,000.00 0.00 11,400,000.00 0.00 11,400,000.00
4 Water For construction 1.00 Ls 4,200,000.00 0.00 4,200,000.00 0.00 4,200,000.00
5 Site Clering and Preparation 592.50 M2 21,000.00 9,000.00 12,442,500.00 5,332,500.00 17,775,000.00
2 Soil Work
1 Staking Out Meansurment and Bowplank 35.00 M' 14,468.40 4,200.00 506,394.00 147,000.00 653,394.00
M3
2 Soil Excavation for Pondation Main Gate and Scurity Post 500 x 400 mm 8.00 9,000.00 85,500.00 72,000.00 684,000.00 756,000.00
Manual Hand Bore for Pondation strouse pile Ø 300 mm Dept M3
3 1000 400/1500mm 3.02 9,000.00 85,500.00 27,216.00 258,552.00 285,768.00
3 Pondation Work for Main Gate and Scurity Post
Concrite for strouse pile Ø 300mm kedalaman 1500 mm with M3
1 reinforcement Ø10mm K.250 3.02 1,241,541.60 162,102.00 3,754,421.80 490,196.45 4,244,618.25
 Specific Unit Price (Rp) Total Unit Price (Rp)
No Description ation Sat. Qty Amound (Rp)
Mat'l/Tools Wages Mat'l/Tools Wages

Concrite for Footing 800x800x300mm with reinforcment M3

2 Ø12mm K.250 3.07 1,241,541.60 162,102.00 3,814,015.80 497,977.34 4,311,993.14
3 Stone Mansonry for Pondation 400x300x250 mm 1;5 3.90 M3 986,604.00 296,169.60 3,847,755.60 1,155,061.44 5,002,817.04
4 Concrite sloof 150x200 with reinforcment Ø 10 mm K.175 1.20 M3 1,170,804.00 162,102.00 1,404,964.80 194,522.40 1,599,487.20
4 Arsitekture work
1 Intallation Break wall Bata merah 72.00 M2 100,586.40 33,000.00 7,242,220.80 2,376,000.00 9,618,220.80
2 Instllation Break wall area Gate 132.00 M2 100,586.40 33,000.00 13,277,404.80 4,356,000.00 17,633,404.80
3 Concrite for coloumn Praktis size 120x200mm with
reinforcment Ø10 mm site Mix K.250 1.15 M3 1,241,541.60 162,102.00 1,430,255.92 186,741.50 1,616,997.43
4 Concrite for Ring balk for scurity post and Gate 120x200
mm with reinforcment Ø10mm K.250 0.96 M3 1,241,541.60 162,102.00 1,191,879.94 155,617.92 1,347,497.86
5 Plestering Wall 1;4 402.00 M2 80,740.80 21,000.00 32,457,801.60 8,442,000.00 40,899,801.60
5 Scred wall smooting aci 201.00 M2 80,740.80 21,000.00 16,228,900.80 4,221,000.00 20,449,900.80
6 Frame Opening Door and Window 10.60 M' 54,000.00 21,000.00 572,400.00 222,600.00 795,000.00
7 Excavation for setiktank toilet post 100x250x300cm 1.00 Unit 9,000.00 85,500.00 9,000.00 85,500.00 94,500.00
8 Concrite dack for post with waremess M.8 T.100 mm K.250 3.99 M3 1,241,541.60 162,102.00 4,958,220.53 647,370.55 5,605,591.08
Concrite for Coloumn size 300x400mm with Reinforcment Ø12
9 mm K.250 50.88 M3 1,241,541.60 162,102.00 63,169,636.61 8,247,749.76 71,417,386.37
10 Installation Stone paras basalto poles.300 x400 mm Basalto 198.00 M2 720,000.00 180,000.00 142,560,000.00 35,640,000.00 178,200,000.00
11 Installation Stone anderseat bakar 200 x 400 mm Anderseat bakar 67.20 M2 360,000.00 180,000.00 24,192,000.00 12,096,000.00 36,288,000.00
5 Floor work
1 Soil Compaction 20.00 M2 33,000.00 9,000.00 660,000.00 180,000.00 840,000.00
2 Concrite for room post and selasar 50.20 M3 672,000.00 150,000.00 33,734,400.00 7,530,000.00 41,264,400.00
4 Install Ceramic Tile 600x600 mm ex. China 20.00 M2 342,000.00 114,000.00 6,840,000.00 2,280,000.00 9,120,000.00
5 Installation Stone anderseat bakar 200 x 400 mm 48.20 M2 360,000.00 180,000.00 17,352,000.00 8,676,000.00 26,028,000.00
6 Paint for Interior and Exterior gate dan scurity Post 72.00 M2 26,400.00 9,000.00 1,900,800.00 648,000.00 2,548,800.00
7 Frame for Door by allumunium 4" Alm 4" 2.00 set 552,000.00 210,000.00 1,104,000.00 420,000.00 1,524,000.00
8 Door Frame by allumunium, door by Glass tic.12mm 2.00 set 2,352,000.00 408,000.00 4,704,000.00 816,000.00 5,520,000.00
9 Frame for Door by allumunium, door by allumunium 1.00 set 414,000.00 780,000.00 414,000.00 780,000.00 1,194,000.00
10 Frame for window by allumunium, Glass tic.5mm window. 6.00 set 414,000.00 210,000.00 2,484,000.00 1,260,000.00 3,744,000.00
11 window frame allumunium, by Glass tic.5mm 6.00 set 318,000.00 174,000.00 1,908,000.00 1,044,000.00 2,952,000.00
H Mechanical and Electrical Work 17,752,509,559.60
1 Preparation Work
1 Direksikit and Temporary office at site 20.00 M2 1,980,000.00 420,000.00 39,600,000.00 8,400,000.00 48,000,000.00
2 mobilisasi and Demobilization 1.00 Ls 14,400,000.00 0.00 14,400,000.00 0.00 14,400,000.00
3 Water For construction 1.00 Ls 4,200,000.00 0.00 4,200,000.00 0.00 4,200,000.00
2 Panel Electrical Work
1 Panel MDP 1.00 Unit 1,356,000,000.00 149,160,000.00 1,356,000,000.00 149,160,000.00 1,505,160,000.00
2 Panel PDB Production 12.00 Unit 144,000,000.00 15,840,000.00 1,728,000,000.00 190,080,000.00 1,918,080,000.00
3 Installation Cable Power

MYFGBY
Instalation Cable Power Feeder from LVMDP to MDP , MYFGBY 4x195sqm
1 195sqmm m 2,370.00 M' 1,542,000.00 154,200.00 3,654,540,000.00 365,454,000.00 4,019,994,000.00

MYFGBY
Instaltion Cable Power Feeder from MDP to SDP MYRGBY 4 x 4x195sqm M'
2 95sqmm m 2,808.00 1,542,000.00 154,200.00 4,329,936,000.00 432,993,600.00 4,762,929,600.00
Instalation Cable Distribution Lighting Picture (PJU) MYFGBY M'
3 MYRGBY 4 x 6 mm 4x6sqmm 1,726.00 71,496.00 7,149.60 123,402,096.00 12,340,209.60 135,742,305.60
Instalation Cable Distribution Lighting Picture (PJU) M'
4 MYRGBY 4 x 2,5 mm NYY 3 x 2,5sqmm 620.00 45,120.00 4,512.00 27,974,400.00 2,797,440.00 30,771,840.00
 Specific Unit Price (Rp) Total Unit Price (Rp)
No Description ation Sat. Qty Amound (Rp)
Mat'l/Tools Wages Mat'l/Tools Wages

Instalation Cable Distribution Lighting Garden MYY 4 x M'

5 2,5 mm NYY 3 x 2,5sqmm 1,860.00 45,120.00 4,512.00 83,923,200.00 8,392,320.00 92,315,520.00
4 Installation Lihgting Pole, armatur lump and accessories
set
1 Install Lighting Pole Hight PJU double Cantilaver 900cm 31.00 10,200,000.00 1,440,000.00 316,200,000.00 44,640,000.00 360,840,000.00
set
2 Install Lighting Pole Hight PJU single Cantilaver 900cm 31.00 9,000,000.00 1,260,000.00 279,000,000.00 39,060,000.00 318,060,000.00
3 LED Lighting Picture Type for Land VL 6208 62.00 set 3,020,000.00 480,000.00 187,240,000.00 29,760,000.00 217,000,000.00
4 LED Spotlight gardent 60.00 set 870,000.00 30,000.00 52,200,000.00 1,800,000.00 54,000,000.00
5 LED gardent standing 80.00 set 1,437,600.00 38,400.00 115,008,000.00 3,072,000.00 118,080,000.00
6 LED Lampu Ground Floor type 186.00 set 786,000.00 30,000.00 146,196,000.00 5,580,000.00 151,776,000.00
5 Installation Fire Extinguiser Outdoor Type
Instalation Inlet Clean Water Hydrant Pipe Galvanize 4"
1 Medium Type Undeground Intsllation 795.00 M' 330,000.00 54,982.80 262,350,000.00 43,711,326.00 306,061,326.00
Instalation Pipe Hydrant Pipe Galvanize 4" Connection to
3 Pillar Hydrant Type Undeground Installation 60.00 M' 330,000.00 54,982.80 19,800,000.00 3,298,968.00 23,098,968.00
4 Intallation Water storage Tank Cap.10.000Ltr 3.00 Unit 420,000,000.00 39,060,000.00 1,260,000,000.00 117,180,000.00 1,377,180,000.00
5 Installation Hydrant Tank Cap. 5000Ltr 1.00 Unit 300,000,000.00 27,900,000.00 300,000,000.00 27,900,000.00 327,900,000.00
5 Installation Water Pump for Hydrant 500GPM 120M 500GPM 1.00 Unit 1,500,000,000.00 225,000,000.00 1,500,000,000.00 225,000,000.00 1,725,000,000.00
Installation Pillar Hydrant two way Inlet 4" Outlet 2,5"
6 Conection Machino Class B Guardall class B 21.00 Unit 4,020,000.00 900,000.00 84,420,000.00 18,900,000.00 103,320,000.00
Installation Box Hydrant for Outdoor Type complite with
7 Fire Hose 2,5"x30m, Nozzle 2,5" hose Rack 21.00 Unit 5,700,000.00 900,000.00 119,700,000.00 18,900,000.00 138,600,000.00
 Toal Pag1/1
Date : Mei 21 - 2018
PT. ADIJAYA BANGUN PERSADA
Ref.No.:-
From : Sunoto
Jl. Pinus II vila Tangerang Elok Blok E-07 No. 26
kelurahan Kutajaya kecamatan Pasarkemis kabupaten
Tangerang - Bante SURAT PERINTAH KERJA ( SPK )

Pelaksanaan Pekerjaan tahap ke 1 Komplek Bangunan RRENCANA ANGGARAN BIAYA ( RAB (PEKERJAAN PAKET 1
Pergudangan di desa Ciparung Sari kecamatan Cibatu
Purwakarta waktu 180 hari

Att. : Mr. PROYEK KOMPLEK PERGUDANGAN DESA CIPARUNG SARI, CIBATU PURWAKARTA

No Description Qty Unit Unit Price (Rp) Amount (Rp) JUMLAH TAHAP I

I TEMPORARY PANCE 1.00 UNIT 1,611,830,489.47 1,611,830,489 1,611,830,489

II PEKERJAAN CUT & FILE 50% 1.00 UNIT 19,810,198,500.00 19,810,198,500 9,905,099,250

III MAIN DRAINAGE 30% 1.00 UNIT 11,120,440,979.82 11,120,440,980 3,336,132,294

IV PERMANENT PANCE 40% 1.00 UNIT 3,920,425,818.73 3,920,425,819 1,568,170,327

V MAIN GATE AND SCURYTI POST 100% 1.00 UNIT 585,930,578.36 585,930,578 585,930,578

VI MECANIKAL & ELEKTRICAL WORK 26% 1.00 UNIT 17,752,509,559.60 17,752,509,560 4,616,252,520
- -
VII CONTOH UNIT GUDANG TYPE C 100% 2.00 UNIT 3,565,137,948.75 7,130,275,898 7,130,275,898
- -
VIII PENGAJUAN PEMASANGAN GARDU INDUK PLN 100% 1.00 UNIT 10,700,000,000.00 10,700,000,000 10,700,000,000

IX PEMBUATAN GARDU PLN 100% 1.00 UNIT 72,000,000.00 72,000,000 72,000,000

- -
SUB TOTAL A ~ H 39,525,691,357
PROFIT COMPANY 5,928,853,704
SUB TOTAL 45,454,545,061
PPN 10% 4,545,454,506
NILAI 49,999,999,567
DIBULATKAN 50,000,000,000