LIST COST ESTIMATES Project Name : Kantor Permanen DSH Project No : User : Distrik Simpang Heran

Location : PT. BAP - Distrik Simpang Heran Date : 6 Februari 2015

SPECIFICATION

ESTIMATED COST

REMARKNO DESCRIPTIONQTY

UNIT PRICE (Rp.) TOTAL TOTAL PRICE AMOUNT (Rp.)

MATERIAL UPAH UNIT PRICE (Rp.) MATERIAL UPAH (Rp.)

I PEKERJAAN PERSIAPAN1 Pembuatan direksikit Asumsi 4*6 Lantai diplester 1.00 ls 792,147.00 268,945.00 19,011,528.00 6,454,680.00 25,466,208.00 2 Pembersihan lahan 1.00 ls - 15,690.00 - 8,849,160.00 8,849,160.00 3 Pek bowplank dan pengukuran kayu racuk 120.00 m1 47,546.00 10,295.00 5,705,520.00 1,235,400.00 6,940,920.00 4 Pek. Perataan & penimbunan Tanah Setempat 564.00 m2 6,636.00 3,742,704.00 3,742,704.00 Pemadatan 20 cm

- II PEKERJAAN TANAH - 1 Pekerjaan Cerucuk Gelam -

- Cerucuk Gelam bawah pondasi Gelam dia 8 - 10 P. 2 m 806.00 bt 9,350.00 4,196.50 7,536,100.00 3,382,379.00 10,918,479.00 - Cerucuk Gelam bawah plat lantai & sloof Gelam dia 8 - 10 P. 2m - jarak 1m 470.00 bt 9,350.00 4,196.50 4,394,500.00 1,972,355.00 6,366,855.00

2 Galian Tanah - Galian pondasi 23.60 m3 99,730.00 2,353,628.00 2,353,628.00 - Galian sloof 8.07 m3 81,130.00 654,719.10 654,719.10 - Galian Saluran 14.64 m3 81,130.00 1,187,743.20 1,187,743.20

3 Urugan Pasir bawah pondasi, sloof dan plat lantai 16.45 m3 367,520.00 6,045,704.00 6,045,704.00 4 Urugan kembali 15.44 m3 30,143.33 465,312.59 465,312.59

III PEKERJAAN BETON1 Pondasi Beton P2 - 50/50 cm = 20 titik

1. Besi dia 10 KsTI ( t = 9.5, p =12 m ) 173.53 kg 13,233.00 1,730.00 2,296,322.49 300,206.90 2,596,529.39 2. Beton ad 1 : 2 :3 beton ad 1 : 2 : 3 0.77 m3 792,147.00 268,945.00 611,933.56 207,760.01 819,693.57 3. Papan begisting, support, kawat ikat & paku kayu racuk 8.00 m2 126,319.00 66,815.00 1,010,552.00 534,520.00 1,545,072.00

1 Pondasi Beton P1- 70/70 cm = 29 titik - - - 1. Besi dia 10 KsTI ( t = 9.5, p =12 m ) 424.91 kg 13,233.00 1,730.00 5,622,807.56 735,090.84 6,357,898.40 2. Beton ad 1 : 2 :3 beton ad 1 : 2 : 3 2.93 m3 792,147.00 268,945.00 2,318,820.23 787,271.94 3,106,092.17 3. Papan begisting, support, kawat ikat & paku kayu racuk 17.40 m2 126,319.00 66,815.00 2,197,950.60 1,162,581.00 3,360,531.60

2 Kolom Pondasi KP - 1515 (/bawah sloof) - - - 1. Besi dia 8 KsTI ( t = 9.5, p =12 m ) 159.54 kg 13,233.00 1,730.00 2,111,245.75 276,011.12 2,387,256.87 2. Besi dia 6 KS, (t = 5,5 mm, P = 12 mtr ) 52.14 kg 13,233.00 1,730.00 689,915.69 90,195.28 780,110.97 3. Papan begisting, support, kawat ikat & paku kayu racuk 2.21 m2 126,319.00 66,815.00 278,533.40 147,327.08 425,860.47 4. Beton ad 1 : 2 : 3 beton ad 1 : 2 : 3 0.57 m3 792,147.00 268,945.00 449,771.16 152,703.61 602,474.77

3 Kolom Praktis K1 - 10/10 - - - 1. Besi dia 8 KsTI ( t = 9.5, p =12 m ) 459.87 kg 13,233.00 1,730.00 6,085,523.23 795,583.40 6,881,106.63 2. Besi dia 6 KS, (t = 5,5 mm, P = 12 mtr ) 148.96 kg 13,233.00 1,730.00 1,971,187.68 257,700.80 2,228,888.48 3. Papan begisting kayu racuk 14.40 m2 110,000.00 58,000.00 1,584,000.00 835,200.00 2,419,200.00 4. Beton ad 1 : 2 : 3 beton ad 1 : 2 : 3 3.99 m3 792,147.00 268,945.00 3,161,997.34 1,073,542.38 4,235,539.71

4 Sloof S1- 15/20 - - - 1. Besi dia 8 KsTI ( t = 9.5, p =12 m ) 467.52 kg 13,233.00 1,730.00 6,186,718.63 808,813.06 6,995,531.69 2. Besi dia 6 KS, (t = 5,5 mm, P = 12 mtr ) 460.85 kg 13,233.00 1,730.00 6,098,361.89 797,261.85 6,895,623.74 3. Papan begisting kayu racuk 118.36 m2 141,235.00 92,773.00 16,716,574.60 10,980,612.28 27,697,186.88 5. Beton ad 1 : 2 : 3 beton ad 1 : 2 : 3 8.47 m2 792,147.00 268,945.00 6,712,257.60 2,278,905.46 8,991,163.06

5 Ring Balok B2 - 10/20 - - - 1. Besi dia 10 KsTI ( t = 9.5, p =12 m ) 729.89 kg 13,233.00 1,730.00 9,658,590.26 1,262,703.93 10,921,294.19 2. Besi dia 6 KS, (t = 5,5 mm, P = 12 mtr ) 262.36 kg 13,233.00 1,730.00 3,471,871.63 453,890.87 3,925,762.51 3. Papan begisting kayu racuk 107.60 m2 126,319.00 66,815.00 13,591,924.40 7,189,294.00 20,781,218.40 4. Beton ad 1 : 2 : 3 beton ad 1 : 2 : 3 8.47 m2 792,147.00 268,945.00 6,712,257.60 2,278,905.46 8,991,163.06

6 Ring Balok B1 - 10/15 - - - 1. Besi dia 8 KsTI ( t = 9.5, p =12 m ) 321.53 kg 13,233.00 1,730.00 4,254,806.49 556,246.90 4,811,053.39 2. Besi dia 6 KS, (t = 5,5 mm, P = 12 mtr ) 192.47 kg 13,233.00 1,730.00 2,546,899.64 332,965.80 2,879,865.43

SPECIFICATION

ESTIMATED COST

REMARKNO DESCRIPTIONQTY

UNIT PRICE (Rp.) TOTAL TOTAL PRICE AMOUNT (Rp.)

MATERIAL UPAH UNIT PRICE (Rp.) MATERIAL UPAH (Rp.)

3. Papan begisting kayu racuk 74.00 m2 126,319.00 66,815.00 9,347,606.00 4,944,310.00 14,291,916.00 4. Beton ad 1 : 2 : 3 beton ad 1 : 2 : 3 4.66 m2 792,147.00 268,945.00 3,692,989.31 1,253,821.59 4,946,810.90

7 Plat Lantai beton1. Wiremesh M6 Wiremesh M6 1 layer 1,014.00 m2 48,519.00 msuk di material 48,519.00 Msuk di material 49,198,266.00 2. Besi dia 8 stek atas sloof p=80 cm KsTI ( t = 9.5, p =12 m ) 114.70 kg 13,233.00 1,730.00 1,517,825.10 198,431.00 1,716,256.10 3. Beton teras/selasar ad: 1:3:5 beton ad 1 : 3 : 5 7.60 m3 804,060.00 155,430.00 6,110,856.00 1,181,268.00 7,292,124.00 4. Beton ad 1 : 2 : 3 tct. 10 cm beton ad 1 : 2 : 3 33.30 m3 792,147.00 268,945.00 8,955,868.50 8,955,868.50 17,911,737.00

- IV PEKERJAAN ATAP - 2 Rangka Atap -

1. Pekerjaan rangka + atap baja ringan 712.63 m2 267,885.00 24,310.00 190,903,889.44 17,324,126.22 208,228,015.66 Bentang 10-16m

2. Nok polos 174.00 m1 70,082.00 48,060.00 12,194,268.00 8,362,440.00 2,121,802,632.00 Nok genteng metal3. Lisplank GRC Urat Kayu 63.60 m1 8,715.90 4,980.03 554,331.00 316,730.00 871,061.00 Lisplank pakai GRC Board4. Karpet Talang L= 88 cm, karpet Talang (Merah) 174.00 m1 - - -

- - - V PEKERJAAN BATU DAN FINISHING DINDING - - - 1 Dinding bata dan pembuatan parit keliling - - -

1 Dinding bata T. 3.5 m ad 1 PC : 4 Ps 602.00 m2 69,911.00 46,763.00 42,086,422.00 28,151,326.00 25,336,026,044.00 asumsi pas 1/2 bata2 Dinding bata Tebeng layar ad 1 PC : 4 Ps 60.00 m2 69,911.00 46,763.00 4,194,660.00 2,805,780.00 7,000,440.00 3 Parit tinggi 30 cm ad 1 PC : 4 Ps 120.00 m1 82,195.00 101,107.00 9,863,400.00 12,132,840.00 21,996,240.00 asumsi lebar saluran 30 cm4 Dinding bak mandi ad 1 PC : 3 Ps 12.80 m2 72,505.00 46,763.00 928,064.00 598,566.40 1,526,630.40

2 Plesteran ad. 1 PC : 4 Pasir ad. 1 PC : 4 Pasir tebal 2 cm 1,324.00 m2 19,887.00 55,849.00 26,330,388.00 73,944,076.00 34,861,433,712.00 3 Finishing Dinding - - -

1 Tebeng layar calciboard Calsiboard 4mm Rangka Hollow 43.50 m2 143,486.00 78,600.00 6,241,641.00 3,419,100.00 9,660,741.00 - - -

VI PEKERJAAN PLAFOND - - - 1 Pekerjaan Plafond Gypsum Rangka Hollow Ex. Jaya Board 9mm - 40x40x2mm 344.75 m2 76,358.00 66,200.00 26,324,420.50 22,822,450.00 49,146,870.50 2 Pekerjaan Plafond Calsiboard ( KM/WC & Plaf.Exterior ) Calsiboard 4mm Rangka Hollow 267.25 m2 71,300.00 66,200.00 19,054,925.00 17,691,950.00 36,746,875.00 3 Pekerjaan List Plafond Gypsum Polos - Uk. 12 cm 202.65 m1 17,683.00 16,658.00 3,583,459.95 3,375,743.70 6,959,203.65 4 Pekerjaan List Plafond Kayu Uk. 4 cm 228.00 m1 17,047.00 14,026.00 3,886,716.00 3,197,928.00 886,171,248.00

- - - VII PEKERJAAN LANTAI - - - 1 Pasang keramik lantai 40x40 cm Ex. Mulia KW 1 - putih polos 344.75 m2 96,921.00 86,845.00 33,413,514.75 29,939,813.75 63,353,328.50 2 Pasang keramik lantai teras 30x30 cm Ex. Mulia KW 1- Rock merah 124.00 m2 92,521.00 86,845.00 11,472,604.00 10,768,780.00 1,422,602,896.00 3 Pasang keramik lantai km/wc 20x20 cm Ex. Mulia KW 1 - stone merah 19.25 m2 82,221.00 86,845.00 1,582,754.25 1,671,766.25 3,254,520.50 4 Pasang keramik dinding km/wc 20x25 cm Ex. Mulia KW 1 - merah 40.50 m2 85,000.00 86,845.00 3,442,500.00 3,517,222.50 6,959,722.50

- - - VIII PEKERJAAN PINTU DAN JENDELA - - - 1 Kusen, Daun Pintu dan Jendela - - -

1 Kusen+Daun Pintu & Jendela Type PJ1 Aluminium 4 mm, kaca riben hitam 1.00 unit 4,400,000.00 600,000.00 4,400,000.00 600,000.00 5,000,000.00 2 Kusen+Daun Pintu & Jendela Type PJ2 Aluminium 4 mm, kaca riben hitam 1.00 unit 2,600,000.00 400,000.00 2,600,000.00 400,000.00 3,000,000.00 3 Kusen+Daun Pintu Type P1 Aluminium 4 mm, kaca riben hitam 11.00 unit 1,800,000.00 200,000.00 19,800,000.00 2,200,000.00 22,000,000.00 4 Kusen+Daun Pintu Type P2 (KM/WC) PVC 4.00 unit 1,300,000.00 220,000.00 5,200,000.00 880,000.00 6,080,000.00 5 Kusen Jendela Type BV1 Aluminium 4 mm, kaca riben hitam 4.00 unit 320,000.00 80,000.00 1,280,000.00 320,000.00 1,600,000.00 6 Kusen + Daun Jendela Type J1 Aluminium 4 mm, kaca riben hitam 13.00 unit 800,000.00 400,000.00 10,400,000.00 5,200,000.00 15,600,000.00 7 Kusen + Kaca Type J2 Aluminium 4 mm, kaca riben hitam 2.00 unit - - - Tidak ada di Gbr8 Kusen + Kaca Type J3 Aluminium 4 mm, kaca riben hitam 1.00 unit - - - Tidak ada di Gbr

- - - IX PEKERJAAN FINISHING - - - 1 Cat tembok dinding luar-dalam Ex. Danabrite N0. 281 - 3192 Cream 1,264.00 m2 9,669.00 6,970.00 12,221,616.00 8,810,080.00 21,031,696.00 2 Cat plafond Cat Tembok ex. Q-Luc White 655.50 m2 6,699.00 6,970.00 4,391,194.50 4,568,835.00 8,960,029.50

X PEKERJAAN MEKANIKAL ELEKTRIKAL

Rangka Baja Ringan Zincalume C. 75/65 + Atap Metal Polos 0,25

SPECIFICATION

ESTIMATED COST

REMARKNO DESCRIPTIONQTY

UNIT PRICE (Rp.) TOTAL TOTAL PRICE AMOUNT (Rp.)

MATERIAL UPAH UNIT PRICE (Rp.) MATERIAL UPAH (Rp.)

1 Instalasi, Stop Kontak, Lampu1. Instalasi Titik lampu Kabel NYY 1 x 2.5 mm +piping 36.00 pcs 233,850.00 59,678.00 907,017.84 673,167.84 2. Instalasi Stop kontak 45.00 pcs 233,850.00 59,678.00 1,088,421.41 807,801.41 3. Stop Kontak Ex.Clipsal 45.00 pcs 30,000.00 10,000.00 4. Saklar Engkel Ex.Clipsal 10.00 pcs 17,000.00 10,000.00 5. Saklar Double Ex.Clipsal 10.00 pcs 21,000.00 10,000.00 6. Saklar Tripel Ex.Clipsal 1.00 pcs 25,000.00 10,000.00 7. Lampu 12 watt ex. Phillips, LED 20.00 pcs 20,000.00 2,500.00 8. Lampu 7 Watt ex. Phillips, LED 16.00 pcs 15,000.00 5,000.00 9. Fitting + mahkota lampu Broco 36.00 pcs 9,000.00 5,000.00

2 Panel dan Tufur1. Panel+grounding + accecoris Jarum petir, Stang road + accecoris 1.00 set 8,300,000.00 1,000,000.00

(BC cable 50 mm & Pipa galvanis)2. Box Panel MCCB 100A, 3 phase 1.00 bh 115,000.00 50,000.00 3. Box MCB MCB 10 A, 10 ea 1.00 bh 55,000.00 12,500.00 4. Kabel NYY 4 x 16 mm - kabel induk standar, Praba / setara 200.00 mtr 1,740.00 348,000.00

XI PEKERJAAN PLUMBING1 Instalasi air bersih

1. Pipa PVC AW dia. 1/2" ex. Wavin ex. Wavin - AW 15.00 m1 6,820.00 9,458.00 incl fitting/accesories2. Pipa PVC AW dia. 2" - inst. Main line 15.00 m1 27,919.00 14,186.00 incl fitting/accesories3. Fitting 1.00 ls

2 Instalasi air kotor dan air bekas1. Instalasi closet pipa PVC 4" ex. Wavin - AWD 15.00 m1 88,660.00 21,286.00 2. Instalasi floor drain pipa PVC 3" ex. Wavin - AWD 15.00 m1 54,773.00 21,286.00 3. Instalasi wastafel pipa PVC 2" ex. Wavin - AWD 10.00 m1 27,919.00 14,186.00 4. Fitting 1.00 ls5. Septic tank ( sesuai gambar ) dan rembesan 2.00 bh 4,771,812.00 968,688.00

3 Sanitary Fixture1 Kran Dinding ONDA 4.00 pcs 50,000.00 10,000.00 2 Kran Dinding zink FINO 2.00 pcs 75,000.00 10,000.00 3 Kaca + Wastafel Complet 2.00 Set 1,225,000.00 325,000.00 4 Closet Duduk + accessories TOTO CW 660 J 4.00 Set 2,460,000.00 435,000.00 5 Bak Mandi + accessories Fiber 77x77 cm 4.00 unit 1,100,000.00 200,000.00 6 Floor Drain Plastik 4.00 pcs 30,000.00 10,000.00

4 Bak Kontrol 1.00 Unit 219,631.00 331,402.00

TOTAL MATERIAL + UPAH

MOBILISASI

OVERHEAD

TOTAL

PPN

GRAND TOTAL

PEMBULATAN

Palembang, 6 Februari 2015 TSD Head Estimator,

SPECIFICATION

ESTIMATED COST

REMARKNO DESCRIPTIONQTY

UNIT PRICE (Rp.) TOTAL TOTAL PRICE AMOUNT (Rp.)

MATERIAL UPAH UNIT PRICE (Rp.) MATERIAL UPAH (Rp.)

Andris Harisman Gabriel Benny Satria