anggaran biaya si-1 sd si-23 (gabungan)

PROYEK : HOTEL BATIQA , CIREBON

PEKERJAAN : STRUKTUR & ARSITEKTUR

HITUNGAN AKHIR ( FINAL ACCOUNT) - INSTRUKSI LAPANGAN (SITE INSTRUCTIONS)

Item

Refrensi

Tanggal NO. SI (Rp.)

INSTRUKSI LAPANGAN / SITE INSTRUCTIONS

REKAPITULASI PEKERJAAN :

1. 24-Feb-14 SI. No. 001/SI-SIH/Proy/Crbn/II/14 49,876,632.90

2. 06-Mar-14 SI. No. 002/SI-SIH/Proy/Crbn/III/14 113,024,026.39

3. 23-Mar-14 SI. No. 003/SI-SIH/Proy/Crbn/III/14 706,938,053.25

4. 02-Apr-14 SI. No. 004/SI-Praba/Cirebon/IV/2014 2,790,762.34



7. 03-May-14 SI. No. 008/SI-Praba/Cirebon/IV/2014 3,357,264.51

8. 11-Sep-14 SI. No. 009/SI-PRABA/Cirebon/IX/2014 236,019,676.73

9. 22-Sep-14 SI. No. 010/SI-SIH/Proy/Crbn/IX/14 (98,332,356.91)

10. 29-Oct-14 SI. No. 011/SI-SIH/Proy/Crbn/X/14 103,291,488.30

11. 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 (512,647,991.15)

12. 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 459,915,430.01

13. 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 126,039,743.76

14. 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 294,455,036.88



17. 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 (16,360,912.03)

18. 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 53,260,583.97



21. 26-Apr-15 SI. No. 022/SI-PRABA/Cirebon/V/2015 16,297,656.53

22. 23-Apr-15 SI. No. 023/SI-PRABA/Cirebon/II/2016 44,205,627.90

2,311,594,195.79

2,311,594,000.00

Contractor Claims Excl. PPN 10 %

Disepakati / Agrred

(Rp.)

25,755,598.35

(3,535,815.45)

225,421,046.27

2,790,762.34

155,343,007.75

66,710,457.06

3,357,264.51

201,105,338.69

(124,545,460.91)

92,568,085.64

(651,681,406.98)

441,382,438.37

123,160,782.54

257,488,261.05

56,045,698.80

222,619,647.80

(17,383,465.97)

48,060,033.97

43,934,250.00

9,483,741.75

13,761,172.53

28,161,886.50

1,220,003,324.62

1,220,003,000.00

470,003,000


PEKERJAAN : STRUKTUR


Item

Refrensi

Uraian

Estimasi D E S Disepakati / Agrred Status

Tanggal NO. SI (Rp.) (Rp.) (Rp.) sat


PEKERJAAN :

1 24-02-2014 SI. No. 001/SI-SIH/Proy/Crbn/II/14 PEKERJAAN WATERPROOFING PADA PILECAP DAN TIE BEAM (PEK. KURANG)

a. BoQ Bab No. 2.1.B hal:6/26 - Integral Waterproofing pada Pile Cap - (17,623,100) (17,623,100) m3 (160.21)

b. BoQ Bab No. 2.1.C hal:6/26 - Integral Waterproofing pada Tie Beam - (4,087,600) (4,087,600) m3 (37.16)

Dinding skat

a. Beton bertulang mutu K-350 7,546,998.69 7,394,534 7,394,534 m3 7.62 7.47

b. Pembesian; baja tulangan ulir; BJTD 40 12,900,592.94 13,776,109 13,776,109 kg 1,190.09 1,270.86

c. Cetakan dan acuan beton ( multiplek ) 10,771,299.00 10,553,697 10,553,697 m2 76.23 74.69

d. Sumpit 1,500,000.00 - - bh 3.00 -

Penambahan Balok TB2 ( dibawah Dinding Skat tambahan )

a. Galian Tanah 359,519.16 161,819 161,819 m3 6.13 2.76

b. Urugan pasir tebal 100mm 106,708.48 - - m3 0.58 -

c. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm 183,084.00 - - m3 0.29 -

d. Cetakan dan acuan beton ( batako ) 1,300,568.00 1,229,304 1,229,304 m2 14.60 13.80

e. Beton bertulang mutu K-350 4,625,420.16 2,732,483 2,732,483 m3 4.67 2.76

f. Pembesian; baja tulangan ulir; BJTD 40 10,582,442.47 11,618,353 11,618,353 kg 976.24 1,071.80

49,876,633 25,755,598 25,755,598

Catatan :

Harus dilampirkan al :

1). Site Instructions (SI) yang terkait dengan pekerjaan tersebut

2). Gambar perubahan \ revisi

3). Gambar sebelum terjadi berubahan (Gambar Kontrak)

4). Perhitungan Nilai Harga Kerja Tambah Kurang (VO)

5). Data pendukung (gambar detail dll. yang terkait)

TOTAL 49,876,633 25,755,598 25,755,598


QtyClaim

QtyQS

Status

Remarks

Rate KP

(160.21) 110,000 sudah Boq rate ( kerja kurang ) B.2-143

(37.16) 110,000 sudah Boq rate ( kerja kurang ) B.2-145

7.47 990,030 sudah Boq rate ( kerja tambah ) B.9-16

1,270.86 10,840 sudah Boq rate ( kerja tambah ) B.9-21


500,000 sudah new rate ( kerja tambah )


- 182,720 sudah Boq rate ( kerja tambah )

- 627,000 sudah Boq rate ( kerja tambah )




QtyAgreed




Item

Refrensi

Uraian

Estimasi D E S Disepakati / Agrred Status

Tanggal NO. SI (Rp.) (Rp.) (Rp.) sat


PEKERJAAN :

1 06-3-2014 SI. No. 002/SI-SIH/Proy/Crbn/III/14 PEKRJAAN PASIR URUG & LANTAI KERJA DI BAWAH PLAT LANTAI GF

a. Urugan pasir tebal 100mm 19,647,881.60 10,484,291 10,484,291 m3 107.53 57.38

b. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm 33,710,655.00 17,988,317 17,988,317 m3 53.77 28.69

2 06-3-2014 SI. No. 002/SI-SIH/Proy/Crbn/III/14 Pembesian Lamntai GF dan area dari dia 13mm ke dia 10mm

a. BoQ Bab No. 2.1.J hal:6/26 - Pembesian Plat dari 13mm - (227,422,983) (227,422,983) m3 (20,980)

b. diganti ke besi 10mm - 140,206,269 140,206,269 m3 12,934.16

3 06-3-2014 SI. No. 002/SI-SIH/Proy/Crbn/III/14 Pebambahan Balok TB1A as 1-2/A-B

a. Galian Tanah 121,364.10 90,877 90,877 m3 2.07 1.55

b. Urugan pasir tebal 100mm 63,038.40 37,823 37,823 m3 0.35 0.21

c. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm 108,157.50 64,895 64,895 m3 0.17 0.10

d. Cetakan dan acuan beton ( batako ) 553,186.80 553,187 553,187 m2 6.21 6.21

e. Beton bertulang mutu K-350 922,212.95 920,728 922,213 m3 0.93 0.93

f. Pembesian; baja tulangan ulir; BJTD 40 3,492,836.88 4,114,637 3,405,711 kg 322.22 379.58

4 06-3-2014 SI. No. 002/SI-SIH/Proy/Crbn/III/14 Struktur Ruang Genset

TB1/TB2 Elv. ( -0.100 )

a. Cetakan dan acuan beton ( batako ) 2,100,061.00 2,242,589 2,100,061 m2 23.58 25.18

b. Pembesian; baja tulangan ulir; BJTD 40 24,101,614.30 28,196,089 24,101,614 kg 2,223.40 2,601.12

c. Beton bertulang mutu K-350 4,545,475.24 4,814,021 4,545,475 m3 4.59 4.86

Dinding R. Genset Elv. ( -0.050 )

a. Cetakan dan acuan beton ( multiplek ) 7,454,140.20 5,168,189 5,168,189 m2 52.75 36.58

b. Pembesian; baja tulangan ulir; BJTD 40 9,544,326.99 9,691,830 9,691,830 kg 880.47 894.08

c. Beton bertulang mutu K-350 6,659,075.43 4,526,417 4,526,417 m3 6.73 4.57

113,024,026 1,677,174 (3,535,815)

Catatan :







TOTAL 113,024,026.39 1,677,173.56 (3,535,815.45)


QtyClaim

QtyQS

Status

Remarks

Rate KP



(20,980) 10,840 sudah Boq rate ( kerja kurang ) B.2-163














QtyAgreed




Item

Refrensi

Uraian Estimasi D E S Disepakati / Agrred Status

Tanggal NO. SI (Rp.) (Rp.) (Rp.) sat Qty Claim Qty Agreed Rate KP


PEKERJAAN :

4 24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/141. Pekerjaan Struktur Pondasi Setempat, Tie Beam, Pedestal & Kolom A'

a. Galian Tanah 2,635,079.91 1,357,577.65 1,357,578 m3 44.94 23.16 58,630 sudah

b. Urugan Kembali 866,151.35 309,177.00 309,177 m3 29.16 10.41 29,700 sudah

c.1. Urugan pasir tebal 100mm dibawah tie beam dan pondasi tapak 595,409.56 356,304.00 356,304 m3 3.26 1.95 182,720 sudah

c.2. Urugan pasir tebal 100mm dibawah slab 1,482,537.09 1,400,000.64 1,400,001 m3 8.11 7.66 182,720 sudah

d.1. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah tie beam dan pondasi 1,247,914.97 614,460.00 614,460 m3 1.99 0.98 627,000 sudah

d.2. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah slab 2,543,648.09 2,402,037.00 2,402,037 m3 4.06 3.83 627,000 sudah

e. Cetakan dan acuan beton

* Tapak ( batako ) 748,272.00 748,272.00 748,272 m2 8.40 8.40 89,080 sudah

* Pedestal ( multiplek ) 1,407,348.00 1,407,348.00 1,407,348 m2 9.96 9.96 141,300 sudah

* Kolom ( multiplek ) 1,940,614.20 3,148,164.00 3,148,164 m2 13.73 22.28 141,300 sudah

* Tie Beam ( batako ) 2,905,192.76 2,796,221.20 2,796,221 m2 32.61 31.39 89,080 sudah

* Slab ( multiplek ) 664,187.72 664,187.72 664,188 m2 4.70 4.70 141,300 sudah

f. Beton bertulang mutu K-350

* Tapak 3,118,594.50 3,118,594.50 3,118,595 m3 3.15 3.15 990,030 sudah

* Waterproofing Integral Tapak - 346,500.00 346,500 m3 - 3.15 110,000 sudah

* Pedestal 2,465,174.70 1,232,587.35 1,232,587 m3 2.49 1.25 990,030 sudah

* Tie beam 4,843,221.81 4,663,041.30 4,663,041 m3 4.89 4.71 990,030 sudah

* Waterproofing Integral Tie beam - 518,100.00 518,100 m3 - 4.71 110,000 sudah

* Slab 12,049,224.47 11,375,444.70 11,375,445 m3 12.17 11.49 990,030 sudah

* Kolom 2,068,964.69 2,068,964.69 2,068,965 m3 2.09 2.09 990,030 sudah

g. Pembesian; baja tulangan ulir; BJTD 40

* Tapak 6,763,059.67 3,560,940.00 3,560,940 kg 623.90 328.50 10,840 sudah

* Pedestal 3,972,826.61 3,972,826.61 3,972,827 kg 366.50 366.50 10,840 sudah

* Tie beam 15,556,718.35 16,173,280.00 16,173,280 kg 1,435.12 1,492.00 10,840 sudah

* Slab 11,334,210.75 9,610,093.60 9,610,094 kg 1,045.59 886.54 10,840 sudah

* Kolom + Stek kolom 8,210,612.59 8,661,160.00 8,661,160 kg 757.44 799.00 10,840 sudah

Lantai 2

a. Cetakan dan acuan beton

* Plat ( multiplek ) 12,738,223.26 12,013,326.00 12,013,326 m2 90.15 85.02 141,300 sudah

* Balok ( multiplek ) 8,034,741.90 8,034,741.90 8,034,742 m2 56.86 56.86 141,300 sudah

b. Beton bertulang mutu K-350

* Plat Lantai 11,596,211.49 12,622,882.50 12,622,883 m3 11.71 12.75 990,030 sudah

* Balok 7,923,160.59 7,923,160.59 7,923,161 m3 8.00 8.00 990,030 sudah

c. Pembesian; baja tulangan ulir; BJTD 40

* Plat Lantai 11,544,166.17 7,636,888.40 7,636,888 kg 1,064.96 704.51 10,840 sudah

* Balok 30,907,250.77 30,907,250.77 30,907,251 kg 2,851.22 2,851.22 10,840 sudah

24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/142. Pekerjaan TB4 DAN TB5 keliling termasuk plat lantai ( yang sudah dikerjakan )

a. Urugan Kembali ( bawah Slab ) 1,437,004.80 - - m3 48.38 - 29,700 sudah

b. Galian tanah Tie Beam 681,866.90 767,466.70 767,467 m3 11.63 13.09 58,630 sudah

b. Urugan pasir tebal 100mm

* TB 5 596,083.80 248,499.20 248,499 m3 3.26 1.36 182,720 sudah

* TB 4 211,361.36 69,433.60 69,434 m3 1.16 0.38 182,720 sudah

* Slab 1,758,073.83 1,342,443.84 1,342,444 m3 9.62 7.35 182,720 sudah

c. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah

* TB 5 919,583.28 426,360.00 426,360 m3 1.47 0.68 627,000 sudah

* TB 4 362,641.13 119,130.00 119,130 m3 0.58 0.19 627,000 sudah

* Slab 3,016,397.46 2,303,284.50 2,303,285 m3 4.81 3.67 627,000 sudah

d. Cetakan dan acuan beton

* TB4 & TB5 ( batako ) 5,061,178.19 4,664,228.80 4,664,229 m2 56.82 52.36 89,080 sudah





Item

Refrensi




* Slab ( multiplek ) 1,033,680.15 883,125.00 883,125 m2 7.32 6.25 141,300 sudah

e. Beton bertulang mutu K-350

* TB 5 6,228,813.35 6,058,983.60 6,058,984 m3 6.29 6.12 990,030 sudah

* TB 4 2,208,633.18 1,712,751.90 1,712,752 m3 2.23 1.73 990,030 sudah

* Slab 14,288,631.49 10,910,130.60 10,910,131 m3 14.43 11.02 990,030 sudah

* Waterproofing Integral TB 5 - 673,200.00 673,200 m3 - 6.12 110,000 sudah

* Waterproofing Integral TB 4 - 190,300.00 190,300 m3 - 1.73 110,000 sudah

f. Pembesian; baja tulangan ulir; BJTD 40

* TB 5 17,470,519.66 17,549,960.00 17,549,960 kg 1,611.67 1,619.00 10,840 sudah

* TB 4 11,455,060.39 11,848,120.00 11,848,120 kg 1,056.74 1,093.00 10,840 sudah

* Slab 14,593,200.99 11,111,000.00 11,111,000 kg 1,346.24 1,025.00 10,840 sudah

24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/14 3. Pembesaran Pile cap PC3 menjadi PC3A, AS G-4

a. Galian Tanah 283,182.90 477,775.87 477,776 m3 4.83 8.15 58,630 sudah

b. Urugan pasir tebal 100mm 69,068.16 69,068.16 69,068 m3 0.38 0.38 182,720 sudah

c. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah 118,503.00 118,503.00 118,503 m3 0.19 0.19 627,000 sudah

d. Cetakan dan acuan beton ( batako ) 215,128.20 561,204.00 561,204 m2 2.42 6.30 89,080 sudah

e. Beton bertulang mutu K-350 3,742,313.40 7,506,407.46 7,506,407 m3 3.78 7.58 990,030 sudah

f. Pembesian; baja tulangan ulir; BJTD 40 1,764,698.87 2,511,194.40 2,511,194 kg 162.80 231.66 10,840 sudah

g. Waterproofing Integral Pilecap - 834,020.00 834,020 m3 - 7.58 110,000 sudah

24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/14 4. Kolom K3A menjadi K1 , AS K - 4 ( Lantai GF - Lt 8 )

a. Pembesian; baja tulangan ulir; BJTD 40 914,653.64 372,354.00 372,354 kg 84.38 34.35 10,840 sudah

b. Beton bertulang mutu K-350 2,753,768.45 2,514,676.20 2,514,676 m3 2.78 2.54 990,030 sudah

c. Begisting ( multiplek ) 2,084,175.00 2,378,079.00 2,378,079 m2 14.75 16.83 141,300 sudah

24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/14 5. Pek. Talang Beton design awal baja

a. Pembesian; baja tulangan ulir; BJTD 40 33,204,333.85 48,382,172.00 48,382,172 kg 3,063.13 4,463.30 10,840 sudah

b. Beton bertulang mutu K-350 15,869,513.12 19,929,303.90 19,929,304 m3 16.03 20.13 990,030 sudah

c. Begisting ( multiplek ) 18,700,216.24 22,966,902.00 22,966,902 m2 132.34 162.54 141,300 sudah

Pek. Kurang Talang Baja (Pending Menunggu Gambar) - - - kg - -

24-3-2014 SI. No. 003/SI-SIH/Proy/Crbn/III/14 6. Pek. Core Lift awal Beton diganti pas. Bata + Kolom


* Kolom T & L ( multiplek ) 42,818,139.00 55,530,900.00 55,530,900 m2 303.03 393.00 141,300 sudah

* Balok Separator Lift ( multiplek ) 30,107,497.50 20,347,200.00 20,347,200 m2 213.08 144.00 141,300 sudah


* Kolom T & L 22,381,608.21 29,700,900.00 29,700,900 m3 22.61 30.00 990,030 sudah

* Balok Separator 16,876,051.38 11,424,946.20 11,424,946 m3 17.05 11.54 990,030 sudah


* Kolom T & L 56,248,937.60 69,657,840.00 69,657,840 kg 5,189.02 6,426.00 10,840 sudah

* Balok Separator 28,494,125.32 22,135,280.00 22,135,280 kg 2,628.61 2,042.00 10,840 sudah

d. Pasangan dan plesteran bata merah

- Pasangan 1/2 Bata 8,138,309.51 7,828,434.00 7,828,434 m2 54.27 52.20 149,970 sudah

- Pasangan 1 Bata 85,390,480.99 57,138,570.00 57,138,570 m2 569.38 381.00 149,970 sudah

- Plesteran 1/2 Bata 4,813,416.38 4,630,140.00 4,630,140 m2 108.53 104.40 44,350 sudah

- Plesteran 1 Bata 50,504,338.63 33,794,700.00 33,794,700 m2 1,138.77 762.00 44,350 sudah

- Acian 29,960,146.00 20,810,928.00 20,810,928 m2 1,247.30 866.40 24,020 sudah

e. Pek. Pengurangan Separator Lift - (15,000,000.00) (15,000,000) sudah

f. Pek. Pengurangan Core Lift - - -

a. Pembesian; baja tulangan ulir; BJTD 40 - (204,187,594.96) (204,187,595) kg - 18,836.49 10,840 sudah

b. Beton bertulang mutu K-350 - (116,556,875.42) (116,556,875) m3 - 117.73 990,030 sudah

c. Begisting ( multiplek ) - (110,977,931.40) (110,977,931) m2 - 784.85 141,400 sudah

TOTAL 706,938,053.25 225,421,046.27 225,421,046.27




Item

Refrensi




Catatan :







706,938,053.25 225,421,046.27 225,421,046.27

DI BULATKAN 706,938,000.00 225,421,000.00 225,421,000.00

Remarks

Boq rate ( kerja tambah ) B.2-24





























Boq rate ( kerja tambah )









Remarks


































Boq rate ( kerja kurang ) B.2-189

Boq rate ( kerja kurang ) B.4-95,151; B.6-98,152



Remarks




Item

Refrensi


Tanggal NO. SI (Rp.) (Rp.) (Rp.) sat Qty Claim Qty QS Qty Agreed


PEKERJAAN :

5 02-04-2014 SI. No. 004/SI-Praba/Cirebon/IV/2014 Pekerjaan Plat Lantai, Gambar Tender type S1 menjadi type S1B pada gambar kontrak 2,245,440.96 9,341,034.39 2,245,441 kg 207.14 861.72 207.14

shopdrawing dari lantai 2 s/d lantai 8, As F,G,H,J / 4,5

Pekerjaan Plat Lantai, Gambar Tender type S1 menjadi type S1B pada gambar kontrak 545,321.38 2,380,167.42 545,321 kg 50.31 219.57 50.31

shopdrawing dari lantai 3 s/d lantai 8, As B,C,D / 4,5

TOTAL 2,790,762.34 11,721,201.81 2,790,762.34

Catatan :







2,790,762.34 11,721,201.81 2,790,762.34

DI BULATKAN 2,790,000.00 11,721,000.00 2,790,000.00


StatusRemarks

Rate KP

10,840 sudah Boq rate ( kerja tambah ) B.2-163





Item

Refrensi




PEKERJAAN :

6 06-04-2014 SI. No. 005/SI-Praba/Cirebon/IV/2014 Pekerjaan galian tanah dan penambahan kolom mulai dari elev.-4.050

hingga +0.000, As H/4-5, akibat pergeseran posisi GWT

1. Galian 12,105,922.40 10,685,317.50 10,685,318 m3 206.48 182.25 58,630 sudah

2. Urugan Kembali 1,256,904.00 - - m3 42.32 - 29,700 sudah

3. Cetakan dan acuan beton 3,319,137.00 3,196,206.00 3,196,206 m2 23.49 22.62 141,300 sudah

4. Beton bertulang mutu K-350 3,087,408.56 2,970,090.00 2,970,090 m3 3.12 3.00 990,030 sudah

5. Pembesian; baja tulangan ulir; BJTD 40 8,796,162.11 6,850,880.00 6,850,880 kg 811.45 632.00 10,840 sudah

02-04-2014 SI. No. 005/SI-Praba/Cirebon/IV/2014 Pekerjaan urugan pasir padat pada As 2-3/A-C, area drop plat, elev -0.400 sd -0.05

1. Urugan pasir 5,297,418.24 4,933,440.00 4,933,440 m3 28.99 27.00 182,720 sudah

2. Screeding lantai (B0) 2,840,310.00 2,840,310.00 2,840,310 m3 4.53 4.53 627,000 sudah

3. Pasangan hebel 390,894.00 390,894.00 390,894 m2 2.10 2.10 186,140 sudah

4. Plester aci 143,577.00 143,577.00 143,577 m2 2.10 2.10 68,370 sudah

02-04-2014 SI. No. 005/SI-Praba/Cirebon/IV/2014 Pekerjaan retaining wall area drop plat As. 2/A-C dan As 2-3 (A-C) tinggi 25 cm

1. Cetakan dan acuan beton

* Batako 683,689.00 683,689.00 683,689 m2 7.68 7.68 89,080 sudah

* Multiplek 1,084,477.50 1,084,477.50 1,084,478 m2 7.68 7.68 141,300 sudah



02-04-2014 SI. No. 005/SI-Praba/Cirebon/IV/2014 Pekerjaan Sumpit area GWT dan sumpit area ruang pompa

1. Urugan pasir tebal 100mm 31,427.84 31,427.84 31,428 m3 0.17 0.17 182,720 sudah

2. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah 53,922.00 53,922.00 53,922 m3 0.09 0.09 627,000 sudah


* Batako 277,127.88 277,127.88 277,128 m2 3.11 3.11 89,080 sudah

* Multiplek 439,584.30 439,584.30 439,584 m2 3.11 3.11 141,300 sudah

4. Beton bertulang mutu K-350 850,039.76 485,114.70 485,115 m3 0.86 0.49 990,030 sudah


02-04-2014 SI. No. 005/SI-Praba/Cirebon/IV/2014 Pek. Canopy baja area depan Lobby

1. WF 400x200x13x21 61,065,459.45 61,065,459.45 61,065,459 kg 3,213.97 3,213.97 19,000

2. WF 200x100x5.5x8 13,536,018.00 13,536,018.00 13,395,000 kg 712.42 705.00 19,000

3. CNP 150x50x20x3.2 14,399,466.67 14,399,466.67 13,585,000 kg 757.87 715.00 19,000

4. Pipe Ø3' 5,954,410.00 5,954,410.00 5,738,000 kg 313.39 302.00 19,000

5. Plat tb.8,10,12,15 mm 9,329,869.44 9,329,869.44 9,139,000 kg 491.05 481.00 19,000

6. Angkur Chemical Ø22 3,453,960.10 3,453,960.10 3,453,960 bh 40.00 40.00 86,349

7. Angkur Chemical Ø20 1,502,876.58 1,502,876.58 1,502,877 bh 20.00 20.00 75,144

8. Mur Baut Ø19 2,376,000.00 2,376,000.00 2,376,000 bh 66.00 66.00 36,000

9. Mur Baut Ø12 2,800,000.00 2,800,000.00 2,800,000 bh 140.00 140.00 20,000

Kaca - MENUNGGU GAMBAR TERBARU 79,566,732.00 - - m2 94.72 - 840,000

ACP - MENUNGGU GAMBAR TERBARU 33,435,080.00 - - m' 47.76 - 700,000

TOTAL 280,743,064.30 156,705,771.86 155,343,007.75

Catatan :







280,743,064.30 156,705,771.86 155,343,007.75

DI BULATKAN 280,743,000.00 156,705,000.00 155,343,000.00





Item

Refrensi




Remarks

























B.9-517

B.9-518

B.9-519

B.9-520



Remarks




Item

Refrensi




PEKERJAAN :

7 24-04-2014 SI. No. 007/SI-Praba/Cirebon/IV/2014 Pekerjaan TB1 di level 0.050 sambungan dari balok atas GWT As 4-5/J-H

1. Galian Tanah 182,046.15 182,046.15 90,877 m3 3.11 1.55 58,630 sudah

2. Urugan pasir tebal 100mm dibawah tie beam 75,646.08 75,646.08 37,823 m3 0.41 0.21 182,720 sudah

3. Lantai kerja beton campuran (1pc:3kr:5ps) tebal 50mm dibawah tie beam 129,789.00 129,789.00 64,895 m3 0.21 0.10 627,000 sudah

4. Cetakan dan acuan beton 1,475,164.80 553,186.80 553,187 m2 16.56 6.21 89,080 sudah

5. Beton bertulang mutu K-350 717,276.74 922,212.95 922,213 m3 0.72 0.93 990,030 sudah


7. Waterproofing Integral TB1 - 102,465.00 102,465 m3 - 0.93 110,000 sudah

24-04-2014 SI. No. 007/SI-Praba/Cirebon/IV/2014 Pekerjaan TB3 di area pit lift elev -1.700 posisi di As 4/F-D




4. Cetakan dan acuan beton 4,071,846.80 1,876,692.90 1,871,571 m2 45.71 21.01 89,080 sudah


6. Pembesian; baja tulangan ulir; BJTD 40 11,815,438.16 18,238,739.88 20,964,560 kg 1,089.99 1,934.00 10,840 sudah

7. Waterproofing Integral TB3 - 347,613.75 346,500 m3 - 3.15 110,000 sudah

24-04-2014 SI. No. 007/SI-Praba/Cirebon/IV/2014 Pekerjaan korbel, balok bordes dan kolom bordes - Dibuat SI terpisah, karena PROVISIONAL


* Korbel 2,070,751.50 2,070,751.50 2,070,752 m2 14.66 14.66 141,300 sudah

* Balok Bordes 9,678,484.80 9,678,484.80 1,509,084 m2 68.50 10.68 141,300 sudah

* Kolom Bordes 1,964,522.16 1,964,522.16 1,964,522 m2 13.90 13.90 141,300 sudah


* Korbel 2,144,033.72 2,144,033.72 2,144,034 m3 2.17 2.17 990,030 sudah

* Balok Bordes 1,494,501.77 1,494,501.77 1,059,332 m3 1.51 1.07 990,030 sudah

* Kolom Bordes 1,032,343.88 1,032,343.88 1,032,344 m3 1.04 1.04 990,030 sudah


* Korbel 12,035,467.31 12,035,467.31 12,035,467 kg 1,110.28 1,110.28 10,840 sudah

* Balok Bordes 6,778,655.30 6,778,655.30 3,631,400 kg 625.34 335.00 10,840 sudah

* Kolom Bordes 2,049,335.91 2,049,335.91 2,049,336 kg 189.05 189.05 10,840 sudah

24-04-2014 SI. No. 007/SI-Praba/Cirebon/IV/2014 Pekerjaan trench kabel di ruang travo As 4-5/H-J





* Batako 213,747.46 854,989.84 854,990 m2 2.40 9.60 89,080 sudah

* Multiplek 339,049.35 1,356,197.40 1,356,197 m2 2.40 9.60 141,300 sudah



TOTAL 70,036,945.89 76,898,513.14 66,710,457.06

Catatan :







70,036,945.89 76,898,513.14 66,710,457.06





Item

Refrensi




DI BULATKAN 70,036,000.00 76,898,000.00 66,710,000.00

Remarks


































Item

Refrensi


Tanggal NO. SI (Rp.) (Rp.) (Rp.) sat Qty Claim Qty QS Qty Agreed


PEKERJAAN :

30-05-2014 SI. No. 008/SI-Praba/Cirebon/IV/2014 Pekerjaan balok gantung untuk talang

- Beton 620,154.79 620,154.79 620,155 m3 0.63 0.63 0.63

- Cetakan dan acuan beton 1,184,376.60 1,184,376.60 1,184,377 m2 8.38 8.38 8.38

- Pembesian; baja tulangan ulir; BJTD 40 1,552,733.12 1,552,733.12 1,552,733 kg 143.24 143.24 143.24

TOTAL 3,357,264.51 3,357,264.51 3,357,264.51

Catatan :







3,357,264.51 3,357,264.51 3,357,264.51

DI BULATKAN 3,357,000.00 3,357,000.00 3,357,000.00


StatusRemarks

Rate KP




SI.9




Item

Refrensi

Uraian Disepakati / Agrred Status

Tanggal NO. SI (Rp.) (Rp.) sat Qty Claim Qty Agreed Praba Rate


PEKERJAAN :

1.1 11-Sep-14 SI. No. 009/SI-PRABA/Cirebon/IX/2014 A. Pekerjaan Pemasangan Keramik GWT

1. Keramik uk.300x300 ex. Mulia - White

- Lantai Ground Water Tank (GWT) 6,756,140 5,714,792 m2 45.08 45.08 149,870

- Dinding Ground Water Tank (GWT) 28,834,988 24,390,548 m2 192.40 192.40 149,870

1.211-Sep-14 SI. No. 009/SI-PRABA/Cirebon/IX/2014 B. Galian, urugan tanah, plat pondasi dan dinding bata STP, berikut manhole

1. Galian tanah 14,686,580 14,686,580 m3 250.50 250.50 58,630

2. Urugan pasir tb.10 cm 1,204,490 1,204,490 m3 6.59 6.59 182,720

3. Lantai kerja tb.5 cm 2,066,592 2,066,592 m3 3.30 3.30 627,000

4. Pasangan dinding bata

* Pasangan dinding 1 bata 28,731,191 19,947,330 m2 99.82 99.82 287,830


* Slab Pondasi ( batako ) 743,818 743,818 m2 8.35 8.35 89,080

* Slab Atas ( multiplek ) - bekisting tepi 565,200 565,200 m2 4.00 4.00 141,300

* Balok ( multiplek ) 2,523,618 2,523,618 m2 17.86 17.86 141,300

* Kolom praktis ( multiplek ) 5,561,568 5,561,568 m2 39.36 39.36 141,300

* Manhole ( multiplek ) 7,610,418 7,610,418 m2 53.86 53.86 141,300

6. Beton bertulang mutu K-350

* Slab Pondasi 16,315,694 16,315,694 m3 16.48 16.48 990,030

* Slab Atas 7,831,137 7,831,137 m3 7.91 7.91 990,030

* Balok 2,653,280 2,653,280 m3 2.68 2.68 990,030

* Kolom praktis 2,920,589 2,920,589 m3 2.95 2.95 990,030

* Manhole 3,197,797 3,197,797 m3 3.23 3.23 990,030

7. Pembesian; baja tulangan ulir; BJTD 40

* Slab Pondasi 15,302,720 15,056,760 kg 1,411.69 1,389.00 10,840

* Slab Atas 12,228,062 11,999,880 kg 1,128.05 1,107.00 10,840

* Balok 8,416,501 8,416,501 kg 776.43 776.43 10,840

* Kolom praktis 6,175,006 5,962,000 kg 569.65 550.00 10,840

* Manhole 2,615,258 2,615,258 kg 241.26 241.26 10,840

8. Dudukan tutup manhole (siku 100x100x10) - keliling manhole 3,488,100 3,488,100 kg 302.00 302.00 11,550

9. Tutup manhole STP uk. 1000x1000x100 - checkerplate + cat hitam dop 8,436,240 6,000,000 unit 4.00 4.00 2,109,060

10. Urugan tanah dan pemadatan 18,114,542 3,260,617 m3 109.79 109.79 165,000

1.3 11-Sep-14 SI. No. 009/SI-PRABA/Cirebon/IX/2014 C. Galian, Urugan tanah, urugan pasir Weekly Tank

1. Galian tanah 1,963,249 1,963,249 m3 33.49 33.49 58,630

2. Urugan pasir tb.10 cm 242,287 242,287 m3 1.33 1.33 182,720

3. Lantai kerja tb.5 cm 415,701 415,701 m3 0.66 0.66 627,000


* Slab Pondasi ( batako ) 351,866 351,866 m2 3.95 3.95 89,080

* Kolom Pedestal ( multiplek ) 644,328 644,328 m2 4.56 4.56 141,300

* Kolom Praktis ( multiplek ) 1,173,355 1,173,355 m2 8.30 8.30 141,300

* Balok Praktis ( multiplek ) 1,856,682 1,856,682 m2 13.14 13.14 141,300


* Slab Pondasi 3,410,653 3,410,653 m3 3.45 3.45 990,030

* Kolom Pedestal 282,159 282,159 m3 0.29 0.29 990,030

* Kolom Praktis 616,591 616,591 m3 0.62 0.62 990,030

* Balok Praktis 1,197,936 1,197,936 m3 1.21 1.21 990,030


* Slab Pondasi 3,523,976 3,262,840 kg 325.09 301.00 10,840


SI.9




Item

Refrensi




* Kolom Pedestal 1,232,942 1,036,304 kg 113.74 95.60 10,840

* Kolom Praktis 1,639,707 1,639,707 kg 151.26 151.26 10,840

* Balok Praktis 2,265,560 2,265,560 kg 209.00 209.00 10,840

7. Pasangan dinding Weekly Tank

* Pasangan 1 bata 7,227,411 5,017,807 m2 25.11 25.11 287,830

8. Pasangan dinding manhole

* Pasangan 1/2 bata 574,046 574,046 m2 3.08 3.08 186,140

* Plesteran 273,546 273,546 m2 6.17 6.17 44,350

* Acian 148,153 148,153 m2 6.17 6.17 24,020

9. Urugan tanah dan pemadatan

Catatan :







236,019,677 201,105,339

DI BULATKAN 236,019,000 201,105,000

SI.9

StatusRemarks

Rate KP

126,770 sudah New rate ( kerja tambah ) B.9-175






















1,500,000 sudah New rate ( kerja tambah ) B.9-501














SI.9

StatusRemarks

Rate KP








SI.10 (cek)




Item

Refrensi


Tanggal NO. SI (Rp.) (Rp.) sat Qty Claim Qty Agreed


PEKERJAAN :

2.1 22-Sep-14 SI. No. 010/SI-SIH/Proy/Crbn/IX/14

Pekerjaan Kurang

1. Pondasi mesin dan Pompa (Provisional) (12,000,000) (12,000,000) m3 (1.00) (1.00)

Pekerjaan Tambah

1. Volume Pondasi Mesin R. Panel

- Beton 1,148,435 1,148,435 m3 1.16 1.16

- Bekisting 360,315 360,315 m2 2.55 2.55

- Pembesian 838,691 723,462 kg 77.37 66.74

2. Volume Pondasi Mesin R. Pompa

- Beton 603,918 603,918 m3 0.61 0.61

- Bekisting 476,181 476,181 m2 3.37 3.37

- Pembesian 848,880 818,095 kg 78.31 75.47

3. Volume Pondasi Mesin R. Genset

- Beton 2,286,969 2,286,969 m3 2.31 2.31

- Bekisting 429,552 429,552 m2 3.04 3.04

- Pembesian 2,526,912 2,113,800 kg 233.11 195.00

4. Volume Pondasi-pondasi di area Roof

- Beton 4,831,346 4,831,346 m3 4.88 4.88

- Bekisting 2,557,530 2,557,530 m2 18.10 18.10

- Pembesian 5,649,374 5,560,920 kg 521.16 513.00

5. Volume Balok-balok 200x500 di area Roof

- Beton 2,484,975 2,484,975 m3 2.51 2.51

- Bekisting 3,738,798 3,738,798 m2 26.46 26.46

- Pembesian 4,588,247 4,588,247 kg 423.27 423.27

2.2 22-Sep-14 SI. No. 010/SI-SIH/Proy/Crbn/IX/14 Sudah dihitung di SI-12.D

2.3 22-Sep-14 SI. No. 010/SI-SIH/Proy/Crbn/IX/14

Pekerjaan Kurang

1. Keramik dinding ukuran 600x600mm; Lt. 2 (47,994,040) (47,994,040) m2 (278.42) (278.42)

2. Keramik dinding ukuran 600x600mm; Lt. 3 (47,018,369) (47,018,369) m2 (272.76) (272.76)

3. Keramik dinding ukuran 600x600mm; Lt. 4-8 (Typikal) (234,341,991) (234,341,991) m2 (1,359.45) (1,359.45)

4. Keramik lantai kamar mandi standard room Lt.2 - Lt.8 (44,330,118) (44,330,118) m2 (279.65) (279.65)

Pekerjaan Tambah

1. Upah Pasang Keramik dinding ukuran 600x600mm; Lt. 2

- Keramik dinding kamar mandi Suite Room 3,800,755 3,800,755 m2 48.05 48.05

- Plesteran + aci 2,666,430 2,666,430 m2 39.00 39.00

- Pengecatan 1,462,890 707,850 m2 39.00 39.00

- Keramik lantai suite room (include upah + material/keramik) 6,588,000 5,782,800 m2 18.30 18.30

- Keramik dinding kamar mandi Standar Room 652,180 652,180 m2 8.25 8.25

- Plesteran + aci 440,645 440,645 m2 6.45 6.45

- Pengecatan 241,752 116,977 m2 6.45 6.45

- Keramik lantai standard (include upah + material/keramik) 846,000 742,600 m2 2.35 2.35


A. Pekerjaan balok penyangga roof tank dan pondasi-pondasi pompa di area roof, area pompa GWT, area Genset dan Ruang Panel

B. Perubahan dinding bata pada area tangga darurat As G-H/3-4 untuk memfungsikan ruangan di bawah tangga

C. Pembongkaran dinding toilet, dinding sekat room, penambahan ruangan dan lain-lain untuk menyesuaikan perubahan lay out rev # 5

SI.10 (cek)




Item

Refrensi




2. Upah Pasang Keramik dinding ukuran 600x600mm; Lt. 3

- Keramik dinding kamar mandi Suite Room 760,151 760,151 m2 9.61 9.61

- Plesteran + aci 533,286 533,286 m2 7.80 7.80

- Pengecatan 292,578 141,570 m2 7.80 7.80

- Keramik lantai suite room (include upah + material/keramik) 1,317,600 1,156,560 m2 3.66 3.66

- Keramik dinding kamar mandi Standar Room 10,434,872 10,434,872 m2 131.92 131.92

- Plesteran + aci 7,050,314 7,050,314 m2 103.12 103.12

- Pengecatan 3,868,031 1,871,628 m2 103.12 103.12

- Keramik lantai standard (include upah + material/keramik) 13,536,000 11,881,600 m2 37.60 37.60

3. Upah Pasang Keramik dinding ukuran 600x600mm; Lt. 4-8 (Typikal)

- Keramik dinding kamar mandi Suite Room 3,800,755 3,800,755 m2 48.05 48.05

- Plesteran + aci 2,666,430 2,666,430 m2 39.00 39.00

- Pengecatan 1,462,890 707,850 m2 39.00 39.00


- Keramik dinding kamar mandi Standar Room 52,174,360 52,174,360 m2 659.60 659.60

- Plesteran + aci 35,251,572 35,251,572 m2 515.60 515.60

- Pengecatan 19,340,156 9,358,140 m2 515.60 515.60


2.4 22-Sep-14 SI. No. 010/SI-SIH/Proy/Crbn/IX/14 D. Pembuatan pintu besi R. Panel dua daun

1. Single Door PN1 (900 X 2200) (13,750,000) (13,750,000) unit (1.00) (1.00)

2. Double Steel Door PN 1A (1540 X 2270) 24,276,389 24,276,389 unit 1.00 1.00

Catatan :







(98,332,357) (124,545,461)

DI BULATKAN (98,332,000) (124,545,000)

SI.10 (cek)

StatusRemarks

Praba Rate Rate KP

12,000,000 12,000,000 sudah Boq rate ( kerja kurang )

990,030 990,030 sudah Boq rate ( kerja tambah )















172,380 172,380 sudah Boq rate ( kerja kurang )




79,100 79,100 sudah New rate ( kerja tambah )








SI.10 (cek)

StatusRemarks

Praba Rate Rate KP

















13,750,000 13,750,000 sudah New rate ( kerja tambah )

24,276,389 24,276,389 sudah New rate ( kerja tambah )

SI.11




Item

Refrensi




PEKERJAAN :

3.1 29-Oct-14 SI. No. 011/SI-SIH/Proy/Crbn/X/14

1. Pagar Samping Kiri dan Kanan

- Galian pondasi batu kali 801,777 801,777 m3 13.68 13.68 58,630

- Pondasi batu kali 7,500,583 5,809,200 m3 11.11 9.40 675,120

- Lantai kerja tb. 5 cm 714,529 714,529 m3 1.14 1.14 627,000

- Urugan pasir tb.10 cm 416,455 416,455 m3 2.28 2.28 182,720

- Cetakan dan acuan beton

* Tie Beam ( batako ) 1,548,210 1,548,210 m2 17.38 17.38 89,080

* Kolom Praktis ( multiplek ) 2,984,256 2,761,002 m2 21.12 19.54 141,300

* Ring Balk ( multiplek ) ikut pasangan bata

- Beton bertulang

* Tie Beam 2,029,562 2,029,562 m3 2.05 2.05 990,030

* Kolom Praktis 1,254,368 1,158,335 m3 1.27 1.17 990,030

* Ring Balk ikut pasangan bata

- Pembesian

* Tie Beam 2,293,310 2,293,310 kg 211.56 211.56 10,840

* Kolom Praktis 4,185,324 4,020,664 kg 386.10 370.91 10,840

* Ring Balk ikut pasangan bata

- Pasangan bata 8,545,563 7,754,049 m2 56.98 51.70 149,970

- Plesteran + aci 7,791,694 7,070,005 m2 113.96 103.41 68,370

- Cat Dinding Luar 3,071,320 1,535,660 m2 113.96 56.98 26,950

2. Pagar Depan

- Galian pondasi batu kali 891,176 891,176 m3 15.20 15.20 58,630

- Pondasi batu kali 7,466,827 6,835,080 m3 11.06 11.06 675,120




* Tie Beam ( batako ) 2,120,104 2,120,104 m2 23.80 23.80 89,080

* Kolom Praktis ( multiplek ) ikut pasangan bata m2 12.96

* Ring Balk ( multiplek ) ikut pasangan bata m2 14.28

- Beton bertulang

* Tie Beam 1,772,154 1,772,154 m3 1.79 1.79 990,030

* Kolom Praktis ikut pasangan bata m3 0.78

* Ring Balk ikut pasangan bata m3 1.07

- Pembesian

* Tie Beam 2,811,896 2,811,896 kg 259.40 259.40 10,840

* Kolom Praktis ikut pasangan bata kg 165.57

* Ring Balk ikut pasangan bata kg 225.15

- Pasangan bata 6,174,865 4,640,072 m2 41.17 30.94 149,970

- Plesteran + aci 3,547,309 3,091,691 m2 51.88 45.22 68,370

- Cat Dinding Luar 2,392,459 1,218,679 m2 88.77 45.22 26,950

3.2 29-Oct-14 SI. No. 011/SI-SIH/Proy/Crbn/X/14 B. Pekerjaan rumah ducting exhaust fan pada area roof

1. Ducting Exhaustfan


* Dinding beton pedestal H = 25 cm ( multiplek ) 2,455,794 2,455,794 m2 17.38 17.38 141,300

* Plat beton penutup ( multiplek ) 2,794,914 2,794,914 m2 19.78 19.78 141,300

- Beton


A. Pekerjaan pagar depan, pagar samping kiri dan kanan bangunan menyambung dari pagar existing

SI.11




Item

Refrensi




* Dinding beton pedestal H = 25 cm ( multiplek ) 1,722,652 1,722,652 m3 1.74 1.74 990,030

* Plat beton penutup ( multiplek ) 1,386,042 1,386,042 m3 1.40 1.40 990,030

- Pembesian

* Dinding beton pedestal H = 25 cm ( multiplek ) 2,174,504 2,174,504 kg 200.60 200.60 10,840

* Plat beton penutup ( multiplek ) 1,211,912 1,211,912 kg 111.80 111.80 10,840

2. Pasangan bata 1,631,674 1,544,691 m2 10.88 10.30 149,970

3. Plesteran + aci 2,099,779 704,211 m2 30.71 10.30 68,370

4. Cat Dinding Luar 498,306 277,585 m2 18.49 10.30 26,950

3.3 29-Oct-14 SI. No. 011/SI-SIH/Proy/Crbn/X/14 C. Pekerjaan bak kontrol, greasetrap dan bak kontrol sumpit

1. Bak Kontrol uk.120x120 cm

- Galian tanah 134,849 134,849 m3 2.30 2.30 58,630



- Cetakan dan acuan beton 1,740,816 1,740,816 m2 12.32 12.32 141,300

- Beton bertulang 683,121 683,121 m3 0.69 0.69 990,030

- Pembesian 1,412,235 1,412,235 kg 130.28 130.28 10,840

2. Greasetrap uk.80x100 cm

- Galian tanah 75,046 75,046 m3 1.28 1.28 58,630




- Beton bertulang 495,015 495,015 m3 0.50 0.50 990,030

- Pembesian 1,014,949 1,014,949 kg 93.63 93.63 10,840

3.4 29-Oct-14 SI. No. 011/SI-SIH/Proy/Crbn/X/14 D. Louvre / kisi-kisi ruang genset

1. Louvre Uk.201x201 cm 3,232,080 3,232,080 m2 4.04 4.04 800,000

2. Louvre Uk.308x224.5 cm 5,531,680 5,531,680 m2 6.91 6.91 800,000

Catatan :







103,291,488 92,568,086

DI BULATKAN 103,291,000 92,568,000

SI.11

StatusRemarks

Rate KP



















sudah Boq rate ( kerja tambah )













SI.11

StatusRemarks

Rate KP






















37of84 SI 12




Item

Refrensi




PEKERJAAN :

4.1 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14

1. Pekerjaan Kurang GRC (BQ item 7.2 - D) (12,308,240) (12,308,240) m2 (72.86) (72.86) 168,930

2. Pekerjaan Kurang GRC (BQ item 5.2 - D) (3,657,335) (3,657,335) m2 (21.65) (21.65) 168,930

Pekerjaan Tambah

1. Penebalan panel precast tampak kiri dan kanan

- Penebalan panel precast tampak kanan 13,722,000 13,722,000 m2 91.48 91.48 150,000

- Penebalan panel precast tampak kiri 10,291,500 10,291,500 unit 68.61 68.61 150,000

4.2 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14B. Menghilangkan semua pekerjaan ACP, memasukkan pekerjaan ACP baru

1. Pekerjaan Kurang ACP

- Pekerjaan Kurang ACP ( Podium ) - AL-02 (112,000,000) (112,000,000) m2 (160.00) (160.00) 700,000

- Pekerjaan Kurang ACP ( Podium ) - AL-03 (184,800,000) (184,800,000) m2 (264.00) (264.00) 700,000

- Pekerjaan Kurang Nad Alumunium ( Podium ) (1,010,000) (1,010,000) m' (5.05) (5.05) 200,000

- Pekerjaan Kurang Plafond ACP ( Podium ) (309,725,000) (309,725,000) m2 (953.00) (953.00) 325,000

- Pekerjaan Kurang ACP ( Fasade ) - AL-01 (110,600,000) (110,600,000) m2 (158.00) (158.00) 700,000

- Pekerjaan Kurang ACP ( Fasade ) - AL-02 (202,300,000) (202,300,000) m2 (289.00) (289.00) 700,000

- Pekerjaan Kurang Nad Alumunium ( Fasade ) (6,060,000) (6,060,000) m' (30.30) (30.30) 200,000

- Pekerjaan Kurang Logo Dinding (19,500,000) (19,500,000) ls (1.00) (1.00) 19,500,000

- Pekerjaan Kurang Grill Alumunium Finish Powder Coating (8,841,000) (8,841,000) m2 (12.63) (12.63) 700,000

2. Pekerjaan ACP baru

- Pekerjaan tambah ACP (Tampak Depan - Grey Roll) 23,177,000 23,177,000 m2 33.11 33.11 700,000

- Pekerjaan tambah ACP (Tampak Samping Kanan - Grey Roll) 58,895,200 58,895,200 m2 84.14 84.14 700,000

- Pekerjaan tambah ACP (Tampak Samping Kiri - Grey Roll) 14,818,650 14,818,650 m2 21.17 21.17 700,000

- Pekerjaan tambah ACP Kisi-kisi ( Tampak Depan - Iron Grey) H = 24,648 m' 247,916,978 247,916,978 m2 354.17 354.17 700,000

- Pekerjaan tambah ACP Kisi-kisi ( Tampak Depan - Iron Grey) H = 28,648 m' 122,528,862 122,528,862 m2 175.04 175.04 700,000

- Pekerjaan tambah ACP ( Tampak Samping kanan - Iron Grey) H = 28,648 m' 89,299,000 89,299,000 m2 127.57 127.57 700,000

- Pekerjaan tambah ACP ( Plafond Lt.3 - Iron Grey) 172,921,857 172,921,857 m2 247.03 247.03 700,000



*Alumunium Façade Anodised 50x200 195,079,500 169,744,500 m' 506.70 506.70 385,000

*Alumunium Façade Anodised 50x100 60,381,750 60,381,750 m' 365.95 365.95 165,000


Pekerjaan Kurang

1. Pekerjaan Arsitek Podium - Penyelesaian Lantai

- HT. 800x800 mm (PV2) (51,037,960) (51,037,960) m2 (318.43) (318.43) 160,280

- HT. 800x800 mm (PV6) (77,495,380) (77,495,380) m2 (483.50) (483.50) 160,280

2. Pekerjaan Arsitek Tower - Penyelesaian Lantai

- HT. 800x800 mm (PV2) (66,761,428) (66,761,428) m2 (416.53) (416.53) 160,280

- HT. 800x800 mm (PV6) (208,740,658) (208,740,658) m2 (1,302.35) (1,302.35) 160,280

Pekerjaan Tambah Screeding

1. Lantai 2

- Room - Vinyl 12,655,148 11,227,824 m2 170.33 170.33 74,300

- Koridor - Karpet 2,549,233 2,261,715 m2 34.31 34.31 74,300

- Pre Fuction - Karpet 13,153,329 11,669,818 m2 177.03 177.03 74,300

- Meeting Room 13,819,800 12,261,120 m2 186.00 186.00 74,300

- R. Gym 2,636,164 2,338,842 m2 35.48 35.48 74,300


A. Penebalan Panel Precast Sebagai Pengganti GRC pada Dinning Fasade Tampak Kiri dan Kanan

C. Pekerjaan keramik diganti dengan karpet dan vinyl, material SBO, Praba hanya screeding + aci halus (room dan koridor)

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2. Lantai 3 - Lantai 8 (16 standar & 1 suite room)

- Room - Vinyl 118,047,840 104,733,696 m2 1,588.80 1,588.80 74,300

- Koridor - Karpet 34,368,951 30,492,614 m2 462.57 462.57 74,300

4.412-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14

Perubahan Layout Groun Floor

1. Bongkaran dinding bata Ground Floor

* Bongkaran dinding bata Area Toilet (As K) 667,575 534,060 m2 26.70 26.70 25,000

Perubahan Layout Lt.2 & Lt.3 - Lt.8

1. Bongkaran dinding bata

* Bongkaran dinding bata toilet As K 599,850 479,880 m2 23.99 23.99 25,000

* Bongkaran dinding bata room 5,441,210 4,352,968 m2 217.65 217.65 25,000

* Bongkaran dinding As A'"-F/4-5 4,387,500 3,510,000 m2 175.50 175.50 25,000

* Bongkaran dinding bata Lt.3 - Lt.8 3,945,938 3,156,750 m2 157.84 157.84 25,000

2. Pasangan dinding bata baru

* Pasangan dinding bata Lt.2 41,426,039 41,426,039 m2 276.23 276.23 149,970

* Pasangan dinding bata Lt.3 - Lt.8 5,101,979 5,101,979 m2 34.02 34.02 149,970

3. Plesteran pasangan dinding bata

* Plesteran dinding bata Lt.2 16,401,284 16,401,284 m2 369.81 369.81 44,350

* Plesteran dinding bata Lt.3 - Lt.8 3,017,574 3,017,574 m2 68.04 68.04 44,350

4. Acian plesteran dinding bata

* Acian plesteran dinding bata Lt.2 6,690,183 6,690,183 m2 278.53 278.53 24,020

* Acian plesteran dinding bata Lt.3 - Lt.8 1,504,613 1,504,613 m2 62.64 62.64 24,020

4.5 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 E. Penambahan plat pada As. A' akibat penggeseran kaca Lt. GF

1. Lantai kerja 5,097,510 5,097,510 m3 8.13 8.13 627,000

2. Urugan pasir 2,971,027 2,971,027 m3 16.26 16.26 182,720

3. Beton 1,207,837 1,207,837 m3 1.22 1.22 990,030

4. Bekisting 343,359 343,359 m2 2.43 2.43 141,300

5. Pembesian 1,848,762 1,848,762 kg 170.55 170.55 10,840

6. Chemical 40,700,000 6,050,000 ttk 220.00 220.00 185,000

4.6 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 F. Penambahan canopy ACP di Lt.2 di atas kaca GF Sudah dihitung di Item B

4.712-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14

G. Pekerjaan dinding dan kaca antara restorant in door dan out door

1. Pasangan dinding bata 1,116,840 1,116,840 m2 6.00 6.00 186,140

2. Plesteran dinding bata 532,200 532,200 m2 12.00 12.00 44,350

3. Acian plesteran dinding bata 288,240 288,240 m2 12.00 12.00 24,020

4. Pintu & Jendela Restoran In Door dan Out Door (GL-1B) 28,342,000 28,342,000 unit 1.00 1.00 28,342,000

4.8 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 H. Pekerjaan Finishing Dinding Batu Paras Jogya

Pekerjaan Kurang

1. Plesteran (3,994,427) (3,994,427) m2 (90.07) (90.07) 44,350

2. Acian (2,163,385) (2,163,385) m2 (90.07) (90.07) 24,020

Pekerjaan Tambah

1. Batu Paras Jogya Lobby 13,100,558 9,381,914 m2 37.87 37.87 345,935

2. Batu Paras Jogya Lobby & Terace (Potongan 01 & Potongan 03) 11,725,813 8,397,395 m2 33.90 33.90 345,935

3. Batu Paras Jogya Lobby (Potongan 02) 6,330,611 4,533,642 m2 18.30 18.30 345,935

4.9 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 I. Pekerjaan Penambahan Jendela Pada R. Meeting Dan Toilet

D. Bongkaran dinding bata standard room menjadi suite room termasuk penebalan dinding area back head (suite room) dan dibawah meja (standard room)

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Pekerjaan Kurang

1. Pasangan bata (1,005,156) (1,005,156) m2 (5.40) (5.40) 186,140

2. Plesteran + Acian dalam (369,198) (369,198) m2 (5.40) (5.40) 68,370

3. Plesteran + acian luar (369,198) (369,198) m2 (5.40) (5.40) 68,370

4. Cat dalam (98,010) (98,010) m2 (5.40) (5.40) 18,150

5. Cat luar (145,530) (145,530) m2 (5.40) (5.40) 26,950

Pekerjaan Tambah

1. Jendela Type LW-1 5,630,000 5,630,000 unit 4.00 4.00 1,407,500

4.10 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 J. Pekerjaan Keramik Pada Area Wet Dan Dry Bin (Ruang Sampah)

Pekerjaan Kurang

1. Floor Hardener 3 kg (465,990) (465,990) m2 (9.80) (9.80) 47,550

2. Plesteran dan acian dinding (2,133,554) (2,133,554) m2 (31.21) (31.21) 68,370

3. Pekerjaan cat (1,271,408) (1,271,408) m2 (70.05) (70.05) 18,150

Pekerjaan Tambah

1. Keramik lantai uk. 60x60 cm 3,444,602 1,689,324 m2 9.80 9.80 351,490

2. Keramik dinding uk. 30x30 cm 4,915,881 3,955,985 m2 31.21 31.21 157,530

3. Pekerjaan cat dinding dalam 705,019 705,019 m2 38.84 38.84 18,150

4.11 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14K. Pekerjaan Kaca dan Modul Kaca pada Lt. GF dan Lt. 2 termasuk pintu kaca

Lantai Ground Floor

Pekerjaan Kurang

1. Pintu Jendela LO 1 2 daun (10362 mm x 3800 mm) (gambar A.3-01) (33,469,260) (33,469,260) unit (1.00) (1.00) 33,469,260

2. Jendela GL-03 (gambar A.6-01) (58,552,500) (58,552,500) m2 (78.07) (78.07) 750,000

3. Pekerjaan Kurang Kusen Kayu (200,867,160) (200,867,160) ls (1.00) (1.00) 200,867,160

Pekerjaan Tambah

1. Pintu & Jendela Restoran (GL-1A) & (GL-1C) 61,076,640 53,442,060 m2 50.90 50.90 1,200,000

2. Pintu & Jendela Lobby (L0-01)

- Tempered 8 mm lapis sanblasted sticker (B) 22,519,000 20,910,500 m2 32.17 32.17 700,000

- Tempered Glass 12 mm (D) 15,592,500 9,355,500 m2 5.67 5.67 2,750,000

- Clear Glass Tempered 10 mm (E) 1,540,000 1,400,000 m2 2.00 2.00 770,000

Lantai 2

Pekerjaan Kurang

1. Jendela GL-02 (gambar A.6-01) (36,337,500) (36,337,500) m2 (80.75) (80.75) 450,000

2. Pekerjaan Kurang Kusen Kayu Lt.2 dan Lt.3 (Podium) (177,536,010) (177,536,010) ls (1.00) (1.00) 177,536,010

Pekerjaan Tambah

1. Jendela Type MW-1 8,764,000 8,300,000 bh 1.00 1.00 8,764,000

2. Jendela Type MW-2 31,290,000 23,000,000 bh 10.00 10.00 3,129,000

3. Pasangan bata 9,734,936 9,734,936 m2 52.30 52.30 186,140

4. Plester & acian dalam 3,575,683 3,575,683 m2 52.30 52.30 68,370

5. Plester & acian luar 3,575,683 3,575,683 m2 52.30 52.30 68,370

6. Pekerjaan Cat bagian dalam 1,409,458 1,409,458 m2 52.30 52.30 26,950

7. Pekerjaan Cat bagian luar 1,409,458 1,409,458 m2 52.30 52.30 26,950

Lantai 4-8

Pekerjaan Kurang

1. Pekerjaan Kurang Kusen Kayu Lt.4 sd Lt.8 (Tower) (398,902,640) (398,902,640) ls (1.00) (1.00) 398,902,640

4.12 12-Nov-14 SI. No. 012/SI-PRABA/Cirebon/XI/14 L. Pekerjaan Area BOH (sekat ruangan, dinding screeding lantai)

1. Partisi double gypsum rangka metal stud H = 3 m 9,265,022 9,265,022 m2 47.82 47.82 193,760

2. Cat partisi double gypsum 1,735,757 1,735,757 m2 95.63 95.63 18,150

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3. Kusen Pintu Alumunium 3" + clear glass 8 mm + sanblast stiker kotak-kotak full 31,095,000 15,000,000 bh 5.00 5.00 6,219,000

4. Kusen Jendela Alumunium + kaca 5 mm 1,974,000 1,600,000 bh 1.00 1.00 1,974,000

5. Screeding Lantai 4,045,510 2,789,880 m2 61.37 61.37 65,920

6. Plint Partisi by interior by interior m' - - -

7. Plint Dinding by interior by interior m' - - -


1. Bongkaran dinding bata out door restaurant 686,250 549,000 m2 27.45 27.45 25,000

Catatan :







(512,647,991) (651,681,407)

DI BULATKAN (512,647,000) (651,681,000)

M. Pembongkaran Dinding Restoran Out Door dan Rangka Atap Out Door Kolom Pipa Bulat dll Penutup atap sesuai Gbr Fortend

41of84 SI 12

StatusRemarks

Rate KP

168,930 sudah Boq rate ( kerja kurang ) B.7-73











19,500,000 sudah Boq rate ( kerja kurang ) B.7-87






















42of84 SI 12

StatusRemarks

Rate KP









149,970 sudah Boq rate ( kerja tambah )




















B.5-115 & B.7-113

43of84 SI 12

StatusRemarks

Rate KP













33,469,260 sudah Boq rate ( kerja kurang ) B.3-108


200,867,160 sudah Boq rate ( kerja kurang ) B.3-112,116, 120/124,127,128,131,132,133,153,157,159






177,536,010 sudah Boq rate ( kerja kurang ) B.5-162.178,183,184,189,194,205,210,211,220








398,902,640 sudah Boq rate ( kerja kurang ) B.7-158,177,179,185



44of84 SI 12

StatusRemarks

Rate KP




- sudah New rate ( kerja tambah )

- sudah New rate ( kerja tambah )


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PEKERJAAN :

5.1 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 A. Tangga Stainless R. GWT dan Pompa Tangga Hollow

1. Tangga Stainless Steel R. GWT - Panjang @ 3.258 m' 7,000,000 3,029,200 unit 4.00 4.00 1,750,000

2. Tangga Hollow R. Pompa - Panjang @ 3.465 m' 1,200,000 382,000 unit 1.00 1.00 1,200,000

5.2 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014B. Bongkaran dan Penambahan Dinding Bata Area Public GF Depan Dinding Kitchen

1. Bongkar Dinding (Denah Gambar A.2.01) 1,891,285 1,513,028 m2 75.65 75.65 25,000

2. Pasangan Bata Baru 24,953,018 24,953,018 m2 134.06 134.06 186,140

3. Plesteran 6,701,285 6,701,285 m2 151.10 151.10 44,350

4. Acian 2,819,948 2,819,948 m2 117.40 117.40 24,020


1. Bongkar dan Pasang Pintu 150,000 20,000 unit 1.00 1.00 150,000

2. Tutup Bekas Openingan Pintu dengan Pasangan Bata Baru 446,736 446,736 m2 2.40 2.40 186,140

3. Plesteran 212,880 212,880 m2 4.80 4.80 44,350

4. Acian 115,296 115,296 m2 4.80 4.80 24,020

5. Bongkar Dinding dan Perapihan Openingan Pintu 111,600 111,600 m2 2.40 2.40 46,500

5.4 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 D. Penambahan Jendela Pada BOH

1. Jendela Type GW/1 - Uk.900x1250 mm 2,834,000 2,834,000 bh 2.00 2.00 1,417,000

2. Jendela Type GW/2 - Uk.1750x1250 mm 2,452,000 2,452,000 bh 1.00 1.00 2,452,000

5.5 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 E. Penambahan Plafond R. Genset Plafond GRC 6mm

1. Plafond GRC 6mm 5,923,351 1,702,814 m2 10.08 10.08 587,634

2. Drop Plafond GRC 6mm (H = 12 cm) 245,043 70,444 m2 0.42 0.42 587,634


1. Waterproofing membran pada lantai, dan dinding naik 20 cm 2,323,866 2,323,866 m2 13.03 13.03 178,320

2. Urugan pasir tb.15 cm 268,872 268,872 m3 1.47 1.47 182,720

5.7 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 G. Urugan Pasir Peninggian Lantai Area Kitchen, Wet dan Dry

1. Urugan pasir tb.20 cm Area Kitchen 1,511,825 1,511,825 m3 8.27 8.27 182,720

2. Urugan pasir tb.20 cm Area Wet dan Dry Bin Dobel dengan Item F.2

5.8 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 H. Pasang Bongkar, Pasang Kembali Dinding Area Fuction

1. Pasang bongkar dinding area Fuction

- Pasangan dinding bata 4,780,075 4,780,075 m2 25.68 25.68 186,140

- Plesteran 2,277,816 2,277,816 m2 51.36 51.36 44,350

- Acian 941,584 941,584 m2 39.20 39.20 24,020

- Bongkar pasangan dinding 642,000 642,000 m2 25.68 25.68 25,000

2. Pasang kembali dinding area Fuction (Furniture Storage)


- Plesteran 2,145,139 2,145,139 m2 48.37 48.37 44,350

- Acian 871,926 871,926 m2 36.30 36.30 24,020


1. Pasangan bata mushola dan storage


C. Pemindahan Posisi Opening Pintu R. FOH (Bobok, Pasang Baru, Penutupan Opening Lama)

F. Waterproofing Membran Area Set dan Dry Bin Lt. GF dan keramik Lantai dan Dinding

I. Penambahan Pasangan Bata Area Mushola, Storage dan Pasangan Bata Baru Unit Kamar Lt.2

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- Plesteran 3,936,950 3,936,950 m2 88.77 88.77 44,350

- Acian 1,489,240 1,489,240 m2 62.00 62.00 24,020

2. Pasangan bata kamar mandi & penutupan opening pintu (2 unit) setiap unit kamar


- Plesteran (Area kamar mandi dihitung sendiri di SI 12) 4,936,155 4,936,155 m2 111.30 111.30 44,350

- Acian 2,106,554 2,106,554 m2 87.70 87.70 24,020

3. Bobokan untuk opening pintu + perapihan

- Bobokan + perapihan opening 281,250 281,250 m2 11.25 11.25 25,000


1. Pasangan bata, plesteran & aci


- Plesteran 4,936,155 4,936,155 m2 111.30 111.30 44,350

- Acian 2,106,554 2,106,554 m2 87.70 87.70 24,020

5.11 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 K. Penambahan Plafond Drop Ceiling Suite Room Lt.2 sd Lt.8

1. Suite Room Lt.2

- Drop ceiling H = 40 cm menjadi 950 cm 5,904,857 2,629,688 m' 25.50 25.50 231,563

- Drop ceiling H = 25 cm 4,616,054 3,550,781 m' 75.75 75.75 60,938

2. Suite Room Lt.3 sd Lt.8

- Drop ceiling H = 40 cm menjadi 950 cm 5,175,433 2,304,844 m' 22.35 22.35 231,563


3. Standard Room Lt.3 sd Lt.8


5.12 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 L. Penambahan Couve Lampu Unit Kamar Lt.2 - 8

1. Suite Room Lt.2

- Couve lampu L = 15 cm 712,979 548,438 m' 19.50 19.50 36,563

2. Suite Room Lt.3 sd Lt.8

- Couve lampu L = 15 cm 855,574 658,125 m' 23.40 23.40 36,563

3. Standard Room Lt.3 sd Lt.8

- Couve lampu L = 12.5 cm 6,416,807 4,935,938 m' 175.50 175.50 36,563

5.13 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014 M. Penambahan Granite Marmer Top Table Pada Semua Unit Kamar

1. Pasangan Marmer Keliling Top Table 51,005,000 51,005,000 m2 20.40 20.40 2,500,000

5.14 20-Nov-14 SI. No. 013/SI-PRABA/Cirebon/XI/2014N. Buang Puing Keluar Lokasi Proyek Eks. Bongkaran Perubahan Layout Guest Room

1. Buangan puing bekas bongkaran perubahan layout 1,121,069 1,121,069 m3 17.25 17.25 65,000


Loading Dock


* Plat lantai 720,630 720,630 m2 5.10 5.10 141,300

* Tie beam 2,257,287 2,257,287 m2 25.34 25.34 89,080


* Plat lantai 4,376,428 4,376,428 m3 4.42 4.42 990,030

* Tie beam 3,762,114 3,762,114 m3 3.80 3.80 990,030


* Plat lantai 5,353,551 5,353,551 kg 493.87 493.87 10,840

J. Penambahan Pasangan Batu Baru Karena Perubahan Layout kamar Suite Room Lt.3 - 7

O. Pekerjaan Struktur Loading Dock Dan Struktur Tower Elev +33 dan +36 termasuk LMR

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* Tie beam 17,985,728 17,985,728 kg 1,659.20 1,659.20 10,840

Struktur Tower Elev +33 dan +36 termasuk LMR


* Kolom 11,828,223 11,547,036 m2 83.71 81.72 141,300

* Balok 15,928,749 15,928,749 m2 112.73 112.73 141,300

* Plat lantai - termasuk bekisting tepi 22,229,429 22,229,429 m2 157.32 157.32 141,300


* Kolom 5,653,071 5,534,268 m3 5.71 5.59 990,030

* Balok 13,949,523 13,949,523 m3 14.09 14.09 990,030

* Plat lantai 17,384,927 17,384,927 m3 17.56 17.56 990,030


* Kolom 28,704,320 28,704,320 kg 2,648.00 2,648.00 10,840

* Balok 46,318,236 51,174,556 kg 4,272.90 4,720.90 10,840

* Plat lantai 14,730,368 14,730,368 kg 1,358.89 1,358.89 10,840

Catatan :







459,915,430 441,382,438

DI BULATKAN 459,915,000 441,382,000

48 of 84 SI 13

StatusRemarks

Rate KP


























49 of 84 SI 13

StatusRemarks

Rate KP



















2,500,000 sudah Boq rate ( kerja tambah ) B.7-320







50 of 84 SI 13

StatusRemarks

Rate KP











51 of 84 SI 14




Item

Refrensi




PEKERJAAN :

6.1 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 A. Struktur Parapet

1. Dinding beton parapet


- Beton bertulang 5,148,156 5,148,156 m3 5.20 5.20 990,030

- Pembesian 6,610,232 6,610,232 kg 609.80 609.80 10,840

2. Pasangan bata 6,449,751 6,449,751 m2 34.65 34.65 186,140

3. Plesteran dan aci 9,476,082 9,476,082 m2 138.60 138.60 68,370

4. Pengecatan dinding luar 3,735,270 3,735,270 m2 138.60 138.60 26,950

6.2 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 B. Gutter Kitchen Pasangan Bata

1. Pasangan bata 521,192 521,192 m2 2.80 2.80 186,140

2. Pasangan Keramik 200x200 333,377 333,377 m2 2.17 2.17 153,630

6.3 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 C. Pondasi Gas + Rumah Gas


* Plat lantai 96,084 96,084 m2 0.68 0.68 141,300

* Tie beam 313,686 313,686 m2 2.22 2.22 141,300


* Plat lantai 188,106 188,106 m3 0.19 0.19 990,030

* Tie beam 217,807 217,807 m3 0.22 0.22 990,030


* Plat lantai 248,236 248,236 m3 22.90 22.90 10,840

* Tie beam 284,984 284,984 m3 26.29 26.29 10,840

4. Lantai kerja 59,252 59,252 m3 0.09 0.09 627,000

5. Urugan pasir 34,534 34,534 m3 0.19 0.19 182,720

6. Wiremesh 8mm + Rangka siku uk.50x50 3,825,873 3,167,925 m2 7.78 7.78 491,530

7. Atap Zenk Clip lock 558,360 314,712 m2 2.54 2.54 220,000

6.4 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014D. Pondasi dan Screed + Andesit Teras dan Out Door Restoran

Pekerjaan Tambah

1. Galian Pondasi Batu Kali 471,972 471,972 m3 8.05 8.05 58,630

2. Pasangan Batu kali 2,990,782 2,737,740 m3 4.43 4.43 675,120

3. Lantai kerja tb. 5 cm dibawah batu kali 336,699 336,699 m3 0.54 0.54 627,000

4. Urugan pasir tb.10 cm dibawah batu kali 196,241 196,241 m3 1.07 1.07 182,720

5. Tie Beam


- Beton bertulang mutu K-350 801,924 801,924 m3 0.81 0.81 990,030

- Pembesian; baja tulangan ulir; BJTD 40 1,020,478 1,020,478 kg 94.14 94.14 10,840

6. Screed 95,466 95,466 m2 2.10 2.10 45,460

7. Pasangan Andesit Teras Lobby dan Out Door Restoran 13,893,336 13,893,336 m2 49.10 49.10 282,960

Pekerjaan Kurang

1. Pasangan HT.150x600 (PV3) (2,492,484) (2,492,484) m2 (15.90) (15.90) 156,760

2. Pasangan HT.150x600 (PV4) (5,321,296) (5,321,296) m2 (33.20) (33.20) 160,280

6.5 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 F. Perubahan MT 2 Lt.2, Pintu Jendela Kaca

Pekerjaan Tambah

1. Kusen Jendela + Tempered 8 mm 11,856,600 11,009,700 m2 16.94 16.94 700,000

3. Partisi Double + perkuatan 345,280 345,280 m2 1.78 1.78 193,760


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4. Cat dinding partisi 64,687 64,687 m2 3.56 3.56 18,150

6.6 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 G. Canopy Zincalum rangka hollow pada atas pintu LMR

1. Rangka canopy siku 50x50 + zeng zincalume 2,534,000 2,534,000 unit 2.00 2.00 1,267,000

6.7 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 H. Penambahan Struktur STP (kolom, balok, slab) Sudah dihitung di SI.9

6.8 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 I. Penambahan R. Blower dan istirahat supir + toilet

1. Galian Pondasi Batu Kali 416,859 416,859 m3 7.11 7.11 58,630

2. Pondasi Batu Kali 2,880,062 2,636,388 m3 4.27 4.27 675,120

3. Lantai Kerja 297,198 297,198 m3 0.47 0.47 627,000

4. Urugan pasir 173,219 173,219 m3 0.95 0.95 182,720


* Plat lantai 221,841 221,841 m2 1.57 1.57 141,300

* Tie beam 213,792 213,792 m2 2.40 2.40 89,080

* Plat atap beton 2,088,414 2,088,414 m2 14.78 14.78 141,300


* Plat lantai 1,019,731 1,019,731 m3 1.03 1.03 990,030

* Tie beam 237,607 237,607 m3 0.24 0.24 990,030

* Plat atap beton 1,475,145 1,475,145 m3 1.49 1.49 990,030


* Plat lantai 1,667,192 1,667,192 kg 153.80 153.80 10,840

* Tie beam 922,267 922,267 kg 85.08 85.08 10,840

* Plat atap beton 2,391,304 2,391,304 kg 220.60 220.60 10,840

8. Pasangan dinding bata 4,821,026 4,821,026 m2 25.90 25.90 186,140

9. Plesteran + acian 3,540,882 3,540,882 m2 51.79 51.79 68,370

10. Pasangan keramik Lantai kamar mandi 230,445 230,445 m2 1.50 1.50 153,630

11. Pasangan Keramik dinding 1,710,670 1,710,670 m2 11.14 11.14 153,630

12. Pasangan dinding bata kursi supir 148,912 148,912 m2 0.80 0.80 186,140

13. Plesteran + acian kursin supir 93,667 93,667 m2 1.37 1.37 68,370

14. Pasangan keramik tempat duduk supir 225,068 225,068 m2 1.47 1.47 153,630

15. Beton kursi tunggu supir 108,903 108,903 m3 0.11 0.11 990,030

16. Bekisting kursi supir 254,340 254,340 m2 1.80 1.80 141,300

17. Pembesian kursi supir 117,506 117,506 kg 10.84 10.84 10,840

18. Pengecatan dinding dalam 267,985 267,985 m2 14.77 14.77 18,150

19. Pengecatan dinding luar 698,005 698,005 m2 25.90 25.90 26,950

20. Pintu toilet 275,000 275,000 unit 1.00 1.00 275,000

21. Pondasi blower uk.700x1220x150 mm, besi D10-100 mm (1 lapis)

- Beton 126,823 126,823 m3 0.13 0.13 990,030

- Bekisting 81,389 81,389 m2 0.58 0.58 141,300

- Pembesian 203,226 203,226 kg 18.75 18.75 10,840

6.9 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014J. Penambahan pintu jendela kaca R. Meeting 4 Lt.2 berikut partisi

Sudah dihitung di Item F

6.10 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014K. Penambahan HT Indogresa 30x60 dinding unit kamar mandi termasuk handling

1. 6 Kamar standard Lt.3, material supply by Praba 19,045,950 19,045,950 m2 49.47 49.47 385,000

6.11 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014L. Pelebaran R, FOH (bobok + finishing, plester aci, keramik, cat)

1. Plester + aci 786,956 786,956 m2 11.51 11.51 68,370

2. Pengecatan 310,201 310,201 m2 11.51 11.51 26,950

3. Lantai keramik HT 1,193,777 1,193,777 m2 4.58 4.58 260,650

4. Bobokan dinding 93,750 75,000 m2 3.75 3.75 25,000

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6.12 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014 M. Penambahan kaca jendela loket R. BOH Sudah dihitung di SI.12-L

6.13 28-Nov-14 SI. No. 014/SI-PRABA/Cirebon/XI/2014N. Pembuatan pintu sementara double triplek 5 unit (kitchen 2 + PH + BOH + Store)

1. Pintu sementara double triplek (kitchen 2 unit + PH + BOH + Store) 1,875,000 1,260,000 unit 5.00 5.00 375,000

Catatan :







126,039,744 123,160,783

DI BULATKAN 126,039,000 123,160,000

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PEKERJAAN :

7.1 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015

Pekerjaan Kurang

1. Atap kaca out door restoran Tidak ada dalam kontrak

Pekerjaan Tambah

1. Perkuatan ACP area Outdoor Restoran pengganti atap kaca

- Kolom Pipa 3" 770,387 770,387 kg 42.94 42.94 17,941

- Hollow 40x40 1,620,700 1,620,700 kg 90.34 90.34 17,941

- Cat 175,923 175,923 kg 133.28 133.28 1,320

2. Perkuatan struktur ACP talang Lt.3

- Kolom WF 150x75x5x7 3,059,299 3,059,299 kg 170.52 170.52 17,941

- Baja siku 40x40x4 1,388,095 1,388,095 kg 77.37 77.37 17,941

- Baja siku 50x50x5 6,032,123 6,032,123 kg 336.22 336.22 17,941

- Pipa 2' 4,024,984 4,024,984 kg 224.35 224.35 17,941

- Plate 6 mm 452,414 452,414 kg 25.22 25.22 17,941

- Plate 8 mm 794,562 794,562 kg 44.29 44.29 17,941

- Baut dia.12mm 510,000 510,000 bh 68.00 68.00 7,500

- Cat 1,158,907 1,158,907 kg 877.96 877.96 1,320

3. Perkuatan struktur ACP Lt.2

- Baja siku 50x50x5 8,501,163 8,501,163 kg 473.84 473.84 17,941

- Baseplate 573,753 573,753 kg 31.98 31.98 17,941

- Dynabolt dia.10mm 1,680,000 1,680,000 bh 336.00 336.00 5,000

- Cat 667,682 667,682 kg 505.82 505.82 1,320

7.2 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 B. Pembuatan R. Janitor dari Lt.3 ke 8 rbs termasuk keramik bak janitor

Pekerjaan tambah

1. Pasangan bata 1,507,734 1,507,734 m2 8.10 8.10 186,140 2. Plesteran dan acian 1,107,594 1,107,594 m2 16.20 16.20 68,370 3. Pasangan keramik bak janitor 2,279,958 2,279,958 m2 17.99 17.99 126,770 Pekerjaan kurang

1. Pasangan bata (469,073) (469,073) m2 (2.52) (2.52) 186,140

2. Pasangan keramik bak janitor (3,955,224) (3,955,224) m2 (31.20) (31.20) 126,770

7.3 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 C. Pekerjaan keramik lantai, dinding dan gutter R. Kitchen 20x20Pekerjaan tambah1. Gutter kitchen Keramik Dinding Gutter Sudah dihitung di SI.14.B

2. Keramik Lantai Kitchen - include lantai gutter uk. 20x20 ex: Roman 8,830,652 8,830,652 m2 57.48 57.48 153,630

3. Keramik Dinding Kitchen uk.20x20 ex: Roman 14,846,035 14,811,468 m2 96.64 96.41 153,630

Pekerjaan kurang

2. Keramik Lantai Kitchen (2,473,443) (2,473,443) m2 (16.10) (16.10) 153,630

3. Keramik Dinding Kitchen (23,443,938) (23,443,938) m2 (152.60) (152.60) 153,630


Area Loading Dock1. Pasangan dinding bata kitchen zink 483,964 483,964 m2 2.60 2.60 186,140 2. Plesteran & acian bata kitchen zink 177,762 177,762 m2 2.60 2.60 68,370 3. Cat dinding 47,190 47,190 m2 2.60 2.60 18,150 4. Pasangan keramik area dinding kitchen zink 481,726 481,726 m2 3.80 3.80 126,770 5. Kitchen Zink merk Royal 325,000 325,000 unit 1.00 1.00 325,000


A. Kolom Struktur Pipa, Rangka ACP Talang Lt.3, Out Door restoran pengganti atap kaca out door, (perkuatan struktur ACP Lt.2 dan 3 diatas talang beton)

D. Pekerjaan Kitchen Zink berikut keramik dinding. Staff dinning serta pasangan bata + keramik untuk recivieng area loading dock + pasang zink

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6. Beton kitchen zink 296,000 296,000 m3 0.12 0.12 2,500,000

Staff Dinning

1. Pasangan dinding bata kitchen zink 89,347 89,347 m2 0.48 0.48 186,140 2. Plesteran & acian bata kitchen zink 32,818 32,818 m2 0.48 0.48 68,370 3. Cat dinding 8,712 8,712 m2 0.48 0.48 18,150 5. Kitchen Zink merk Royal 325,000 325,000 unit 1.00 1.00 325,000 4. Pasangan keramik area dinding kitchen zink 460,175 460,175 m2 3.63 3.63 126,770 6. Beton kitchen zink 225,000 225,000 m3 0.09 0.09 2,500,000


1. Dak atap beton restoran dicat expose 717,284 717,284 m2 39.52 39.52 18,150

2. Jalusi kisi-kisi termasuk rangka penggantung jalusi 29,639,850 29,639,850 m2 39.52 39.52 750,000

7.6 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 F. Pekerjaan penambahan perkuatan rangka canopy entrance termasuk kisi-kisi idem SI.15-E

7.7 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 G. Pekerjaan urugan pasir peninggian lantai mushola, lt.2 termasuk tempat wudhu

1. Urugan pasir peninggian lantai mushola 264,487 264,487 m3 1.45 1.45 182,720

7.8 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 H. Plafond GRC tangga darurat depan Lt.21. Plafond GRC tangga darurat depan Lt.2 3,684,465 1,059,191 m2 6.27 6.27 587,634

7.9 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 I. Penutupan lubang bekas bell standard room, akibat pekerjaan bell di tiadakan

7.10 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 J. Bongkar rangka plafond restoran akibat perubahan menjadi kisi-kisi

1. Bongkar rangka plafond akibat perubahan menjadi kisi-kisi 602,397 602,397 m2 40.16 40.16 15,000

7.11 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 K. Bobok dan Cor lagi meja wastafel, karena sanitair tidak sama dengan Mock up tidak dikerjakan


1. Jilu Mesh Type 1 69,375,555 58,888,553 m2 53.78 53.78 1,290,000

2. Jilu Mesh Type 2 99,704,745 84,633,098 m2 77.29 77.29 1,290,000

3. Jilu Mesh Type 3 57,873,270 49,124,985 m2 44.86 44.86 1,290,000

7.13 05-Jan-15 SI. No. 015/SI-PRABA/Cirebon/I/2015 M. Penambahan kaca Suite Room area shower dihitung pada SI.20-B

Catatan :







294,455,037 257,488,261

DI BULATKAN 294,455,000 257,488,000

E. Plafond Jalusi (kisi-kisi) hollow restoran cat expose dan pengecatan instalasi MEP

L. Cover jilu mesh refrigren AC Out Door + AC Ledge, Pekerjaan AC ledge dihilangkan

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PEKERJAAN :

8.1 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 A. Bekas bobokan ME perubahan layout guest room (stop kontak dan saklar)

1. Perapihan bekas bobokan ME typikal semua kamar - 118 kamar 11,800,000 11,800,000 ls 1.00 1.00 11,800,000

8.2 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 B. Pekerjaan Finishing lantai HT + screed aci BOH Sudah dihitung di SI.12-L

8.3 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 C. Penambahan meja wastafel + black galaxy toilet BOH1. Beton meja wastafel 139,125 139,125 m3 0.06 0.06 2,500,000

2. Marmer black galaxy 2,111,021 1,457,313 m2 0.83 0.83 2,535,000

3. Wastafel 2,850,000 400,000 unit 1.00 1.00 2,850,000

8.4 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 D. Penambahan pintu kaca untuk ruangan BOH Sudah dihitung di SI.12-L

8.5 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 E. Couve lampu Lt.2 R. Pre Fuction depan R. Meeting1. Couve lampu; L : 200 mm

- R. Meeting 1 1,032,442 794,175 m' 21.18 21.18 48,751

- R. Meeting 2 1,076,317 827,925 m' 22.08 22.08 48,751

- R. Meeting 3 870,199 669,375 m' 17.85 17.85 48,751

- R. Meeting 4 776,988 597,675 m' 15.94 15.94 48,751

- Pre Function 988,664 760,500 m' 20.28 20.28 48,751

2. Drop ceiling; H : 250 mm

- R. Meeting 1 1,290,545 992,719 m' 21.18 21.18 60,938

- R. Meeting 2 1,345,389 1,034,906 m' 22.08 22.08 60,938

- R. Meeting 3 1,087,743 836,719 m' 17.85 17.85 60,938

- R. Meeting 4 971,230 747,094 m' 15.94 15.94 60,938

- Pre Function 1,235,823 950,625 m' 20.28 20.28 60,938

8.6 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 F. Penambahan R. Furniture storage Lt.2 dinding, HT, cat, plafond

1. Pasangan dinding sudah di hitung di SI.13-H

2. Pekerjaan cat dinding dalam 1,376,606 927,102 m2 51.08 51.08 26,950

3. Pekerjaan plafond 1,364,526 1,364,526 m2 8.89 8.89 153,490

4. Pekerjaan cat plafond 161,354 161,354 m2 8.89 8.89 18,150

8.7 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 G. Finish lantai lift pasanger Black Galaxy (car lift pasanger)1. Lantai car lift pasanger - Granit Black Galaxy 12,857,520 8,876,000 m2 5.07 5.07 2,535,000

2. Stainless Steel 1x1 202,800 202,800 m' 3.12 3.12 65,000

8.8 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 H. Plafond Water resistence area loading1. Plafond flat 5,040,612 5,040,612 m2 32.84 32.84 153,490

2. Drop ceiling 1,200,906 1,200,906 m2 7.82 7.82 153,490

3. Cat Plafond 1,095,895 1,095,895 m2 40.66 40.66 26,950

8.9 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 I. Kolom palsu / cover pipa air hujan depan loading1. Pasangan bata 419,094 419,094 m2 2.25 2.25 186,140

2. Plester + aci 294,361 294,361 m2 4.50 4.50 65,370

8.10 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 J. Penambahan HT lantai service lift GF,3,4,5,6,7,81. Penambahan HT lantai service lift (uk.60x60 august grey) 6,200,864 6,200,864 m2 23.79 23.79 260,650


1. Pasangan Bata 1,038,265 1,038,265 m3 5.58 5.58 186,140


K. Penambahan kolom lantai 2 area depan R. Meeting (bata plester aci) (forten kolom bulat)

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2. Plesteran + aci 1,837,786 1,837,786 m2 26.88 26.88 68,370

3. Cat 724,416 724,416 m2 26.88 26.88 26,950

8.12 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 L. Penambahan sedow line pada plafond lobby, R. Meeting Lt.2

1. Shadow line plafond 10 mm 1,353,075 1,353,075 m' 90.21 90.21 15,000

8.13 18-Jan-15 SI. No. 016/SI-PRABA/Cirebon/I/2015 M. Penambahan toilet BOH, keramik dinding dan lantai

Pekerjaan Tambah

1. Keramik dinding 2,873,876 2,873,876 m2 22.67 22.67 126,770

2. Keramik lantai 595,819 595,819 m2 4.70 4.70 126,770

Pekerjaan Kurang

1. Epoxy (169,200) (169,200) m2 (4.70) (4.70) 36,000

Catatan :







66,044,059 56,045,699

DI BULATKAN 66,044,000 56,045,000

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PEKERJAAN :

9.1 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 A. Ruang Wudhu mushola + HT1. Pasangan bata tanggulan wudhu 119,130 119,130 m2 0.64 0.64 186,140 2. Pasangan HT tempat wudhu musholla (uk.60x60 cm, Borgona White) 449,907 416,000 m2 1.28 1.28 351,490

9.2 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 B. Aci screed lantai atap1. Aci halus 10,374,478 6,219,499 m2 431.91 258.93 24,020

9.3 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 C. Mengganti pas finish lantai keramik guest room, koridor Lt.2-8 screed aci Sudah dihitung di SI 12.C

9.4 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 D. Melaksanakan pekerjaan fasade depan (ACP, Kisi-kisi) Sudah dihitung di SI 12.B

9.5 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 E. Bongkar pasang baru HT lantai, karena perubahan posisi lampu kolom

1. Bongkar pasang baru HT lantai lobby (Alpine Grey) 1,518,437 1,404,000 m2 4.32 4.32 351,490

9.6 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 F. Perbaikan lantai dan dinding depan batu paras dan FOH, karena stop kontak 1,500,000 400,000 ls 1.00 1.00 1,500,000

9.7 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 G. Gutter koridor BOH 454,500 454,500 m' 9.09 9.09 50,000

9.8 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 H. Rangka baja perkuatan pintu skat R. Meeting Lt.21. Rangka CNP 125x50x2.3 1,464,047 1,464,047 kg 75.98 75.98 19,270 2. Siku 40x40x4 1,315,933 1,315,933 kg 68.29 68.29 19,270

9.9 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 I. Kaca canopy + perkuatan + jalusi hollow alumunium1. Kaca tempered laminated 12 mm 163,012,500 141,750,000 m2 105.00 105.00 1,552,500 2. Hollow 40x40x2.3 13,125,000 13,125,000 m2 105.00 105.00 125,000 3. Kisi-kisi alumunium hollow powder coating matt black 40x40mm 38,918,000 35,090,000 m2 63.80 63.80 610,000

9.10 27-Jan-15 SI. No. 017/SI-PRABA/Cirebon/I/2015 J. Jendela Kaca Security1. Jendela Kaca Clear Glass 6 mm, uk.2781x1200 mm 2,986,000 1,944,000 unit 1.00 1.00 2,986,000


1. Atap Zincalume 2,437,600 1,606,600 m2 11.08 11.08 220,000 2. Rangka siku 50x50x5 3,949,146 3,949,146 kg 204.94 204.94 19,270 3. Gutter Zincalume / talang 768,750 768,750 m' 6.15 6.15 125,000 4. Plafond ACP 7,756,000 7,756,000 m2 11.08 11.08 700,000 5. Pasangan bata pagar tambahan 1,894,623 1,894,623 m2 12.63 12.63 149,970 6. Plesteran + acian 1,727,484 1,727,484 m2 25.27 25.27 68,370 7. Pengecatan 680,937 680,937 m2 25.27 25.27 26,950 8. Pipa Air Hujan 3" 189,000 189,000 m' 9.00 9.00 21,000 9. Roof Drain 3" 345,000 345,000 bh 3.00 3.00 115,000

Catatan :







254,986,471 222,619,648


K. Atap zincalume rangka siku plafond ACP, dan penambahan dinding koridor kanan GF

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DI BULATKAN 254,986,000 222,619,000

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400,000 sudah New rate ( kerja tambah )B.9-125

















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PEKERJAAN :

10.1 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 A. Couve lampu plafond lobby1. Couve lampu; L = 200 mm 1,359,116 1,173,000 m' 31.28 31.28 43,450

10.2 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 B. Atap zincalume diatas R. BOH / gambar awal kacaPekerjaan Tambah1. Rangka C 150x75x6.5x10 7,288,153 7,288,153 kg 378.21 378.21 19,270 2. Atap zincalume 1,661,440 1,661,440 m2 7.55 7.55 220,000 3. Flashing 717,600 717,600 m' 11.04 11.04 65,000 4. Pasangan dinding bata 227,385 227,385 m2 1.52 1.52 149,970 5. Plesteran + acian 207,325 207,325 m2 3.03 3.03 68,370

Pekerjaan Kurang1. Penutup atap kaca Tidak ada dalam kontrak

10.3 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 C. Pintu loading unloading + pintu antara gedung dengan pagar

1. Pintu Loading Unloading uk.3150x3810 mm 7,500,000 7,500,000 unit 1.00 1.00 7,500,000 2. Pintu Loading Unloading uk.2980x3810 mm 7,200,000 7,200,000 unit 1.00 1.00 7,200,000

10.4 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 D. Railing tangga darurat Lt.1 ke 2 diganti dengan handrail

1. Pekerjaan Kurang- Railing (9,129,000) (9,129,000) m' (18.26) (18.26) 500,000 2. Pekerjaan Tambah- Handrail 7,198,500 7,198,500 m' 14.40 14.40 500,000

10.5 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 E. Cermin Toilet PublikPekerjaan Tambah

1. Kaca cermin 6 mm, bevel 30 mm; rangka plywood; Lt. GF & Lt.2 8,000,000 7,621,000 unit 10.00 10.00 800,000

Pekerjan Kurang

1. Mirror custom lengkap terpasang (76,972,100) (76,972,100) unit (101.00) (101.00) 762,100

10.6 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 F. Pekerjaan pintu kecuali pintu besi bostinco, pintu pada atap pintu besi lokal

1. Steel Door (2 daun) Lt. Atap, Hardware : ex Dexsen, uk. 1700x2250 mm 7,500,000 7,500,000 unit 2.00 2.00 3,750,000 2. Pintu R. Blower, uk. 800x1810 mm 2,500,000 2,500,000 unit 1.00 1.00 2,500,000

10.7 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 G. Meja lavatory granit Lt.2-8 pada unit room, penambahan plin meja wastafel sudah dihitung di SI-13.M

10.8 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 H. Drop ceiling lobby area tengah1. Drop ceiling; H = 300 mm 2,287,381 1,759,500 m' 31.28 31.28 73,126

10.9 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 I. Drop ceiling typical Lt.2-8, unit kamar sudah dihitung di SI-13 K

10.10 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 J. Penebalan dinding dan area cermin guest room lt.2 s/d 9 terkena kolom

1. Lt 3 sd Lt.8 8,806,988 8,806,988 m2 58.73 58.73 149,970

10.11 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 K. Bobokan opening pintu toilet disable room lt.3 termasuk pintu kaca 1 m

1. Bobokan opening pintu toilet 286,875 229,500 m2 11.48 11.48 25,000

2. Pintu Kaca Toilet disable 2,100,000 2,100,000 unit 1.00 1.00 2,100,000

10.12 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 L. Pekerjaan dinding area gudang kitchen tangga darurat


70 of 84 SI 18




Item

Refrensi




1. Pasangan dinding bata ringan 2,062,269 2,135,957 m2 11.08 11.48 186,140

2. Plesteran + acian 1,514,960 1,569,092 m2 22.16 22.95 68,370

10.13 02-Feb-15 SI. No. 018/SI-PRABA/Cirebon/II/2015 M. Bak kontrol PDAM1. Galian tanah 34,826 34,826 m3 0.59 0.59 58,630 2. Lantai kerja 49,533 49,533 m3 0.08 0.08 627,000 3. Urugan pasir 28,870 28,870 m3 0.16 0.16 182,720 4. Beton 288,891 288,891 m3 0.29 0.29 990,030 5. Bekisting 547,396 547,396 m2 3.87 3.87 141,300 6. Pembesian 372,679 372,679 kg 34.38 34.38 10,840

Catatan :







(16,360,912) (17,383,466)

DI BULATKAN (16,360,000) (17,383,000)

71 of 84 SI 18

StatusRemarks

Rate KP












762,100 sudah Boq rate ( kerja tambah ) B.3-324; B.5-370; B.7-316







72 of 84 SI 18

StatusRemarks

Rate KP









73 of 84 SI 19




Item

Refrensi




PEKERJAAN :

11.1 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 A. Tutup manhole STP cekerplate + cat hitam dop sudah dihitung di SI.9-B

11.2 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 B. Perbaikan plafond akibat perubahan lampu vanity (cermin)

1. Perbaikan plafon tiap kamar, total 108 unit kamar 5,400,000 5,400,000 unit 108.00 108.00 50,000

11.3 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 C. Kusen dan jendela R. Security GF (kaca dan alumunium) sudah dihitung di SI.17-J

11.4 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 D. Pagar kawat diatas pagar existing

1. Pagar kawat, tiang siku 40x40x3 23,528,750 18,328,200 m' 188.23 166.62 125,000

11.5 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 E. Plafond koridor BOH dan gutter (water resistence)

1. Plafond koridor BOH 3,035,021 3,035,021 m2 19.77 19.77 153,490

11.6 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 F. Bobokan pagar existing diatas jembatan Sudah dihitung di SI.19-J

11.7 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 G. Pas. Bata diatas talud batukali sungai depan, untuk menanam bunga Sudah dihitung di SI.11-A

11.8 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 H. Pagar depan sambung ke jembatan Tidak jadi dikerjakan

11.9 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 I. Proteksi lift service Tidak jadi dikerjakan

11.10 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 J. Pot kembang diatas jembatan berikut bongkaran railing jembatan

1. Bongkaran railing jembatan berikut pagar existing 507,500 507,500 m' 14.50 14.50 35,000

2. Bak tanaman @Length = 7.50 m (2bh)

- Beton 1,800,865 1,800,865 m3 1.82 1.82 990,030

- Wiremesh M10 1,810,500 1,810,500 m2 21.30 21.30 85,000

- Bekisting 4,239,000 4,239,000 m2 30.00 30.00 141,300

- Plesteran + aci 412,271 412,271 m2 6.03 6.03 68,370

- Plester Kamprot 277,380 277,380 m2 8.28 8.28 33,500

11.11 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 K. Pintu R. Gym Lt.21. Pintu kaca clear glass 8 mm; sanblas sticker; frame kusen alumunium 3" 2,850,000 2,850,000 unit 1.00 1.00 2,850,000

11.12 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 L. pas Vinyl Sudah dihitung di SI.12-C

11.13 07-Feb-15 SI. No. 019/SI-PRABA/Cirebon/II/2015 M. Partisi gypsum dinding kamar belakang lt.3-91. Partisi gypsum 9,399,298 9,399,298 m2 48.51 48.51 193,760

Catatan :







53,260,584 48,060,034

DI BULATKAN 53,260,000 48,060,000


74 of 84 SI 19

StatusRemarks

Rate KP












75 of 84 SI 20




Item

Refrensi




PEKERJAAN :

12.1 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 A. Manhole plafond dan toilet guest room dari GF - Lt.8

1. Ground Floor

- uk. 400x400 mm 360,000 330,000 ttk 6.00 6.00 60,000

- uk. 500x500 mm 250,000 220,000 ttk 4.00 4.00 62,500

2. Lantai 2

- uk. 400x400 mm 780,000 715,000 ttk 13.00 13.00 60,000

- uk. 500x500 mm 125,000 110,000 ttk 2.00 2.00 62,500

3. Lantai 3 - Lantai 8

- uk. 400x400 mm 12,240,000 11,220,000 ttk 204.00 204.00 60,000

12.2 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 B. Sekat kaca tempered pada area shower unit suite room

19,250,000 19,250,000 unit 11.00 11.00 1,750,000

12.3 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 C. Drop ceiling dan couve lampu Lt.2 fuction room sudah dihitung di SI.16-E

12.4 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 D. Partisi gypsum Lt.2 1 muka sekat toilet public dan bongkar lagi

1. Pasang partisi gypsum 1 muka 4,737,432 3,545,250 m2 24.45 24.45 193,760

2. Bongkar kembali partisi gypsum 1 muka 611,250 489,000 m2 24.45 24.45 25,000

12.5 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 E. Kolom bulat As A' (dari persegi dibuat bulat) As A'-4,5

1. Pembesaran kolom 200,000 200,000 unit 1.00 1.00 200,000

12.6 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 F. Tiang bendera

1. Pondasi tiang bendera uk. 250x1775x400 mm 443,750 443,750 m3 0.18 0.18 2,500,000

2. Tiang bendera pipa uk.2", 2,5" & 3" (H=8.285; 2 bh / H=10.285 ; 1 bh) 4,528,000 4,528,000 set 1.00 1.00 4,528,000

12.7 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 G. Greasetrap staff dinning Info : Tidak dikerjakan

12.8 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015

1. Asesoris wastafel (Tee) 1,608,750 1,608,750 bh 117.00 117.00 13,750

2. Asesoris wastafel (Shock) 994,500 994,500 bh 117.00 117.00 8,500

12.9 20-Feb-15 SI. No. 020/SI-PRABA/Cirebon/II/2015 I. Bongkar pagar area Pylon

1. Lumpsum gaji 2 orang, kerja sampai jam 10 malam 280,000 280,000 ls 1.00 1.00 280,000

Catatan :







46,408,682 43,934,250

DI BULATKAN 46,408,000 43,934,000


1. Kaca tempered 10 mm sanblast sticker + rangka hollow stainless steel 40x40 + u chanel st. Steel (1,53 m2)

H. Asesoris wastafel Tee dan shock karena beda dengan mockup maka harus ditambah asesoris, fleksibel kurang panjang

76 of 84 SI 20

StatusRemarks

Rate KP






1,750,000 sudah New rate ( kerja tambah )B.9-493









77 of 84 SI 21




Item

Refrensi




PEKERJAAN :

13.1 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 A. Partisi 1 muka R. Atap1. Partisi gypsum 1 muka 3,901,261 2,919,503 m2 20.13 20.13

13.2 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 B. Kran air GF dan Lt.21. Kran air dipasang di mushola Lt.1 & 2 400,000 240,000 bh 2.00 2.00

13.3 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 C. Bongkar kaca shower dan perbaikan eks pasangan kaca1. Dibongkar dan diperbaiki (gutter, cat & dinding), estimasi 1 hari / unit 1,980,000 1,980,000 unit 11.00 11.00

13.4 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 D. Pengadaan dan pemasangan kran air untuk janitor RBS dan Garbage Tidak Jadi Dikerjakan

13.5 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 E. Plafon WR area selasar BOH Sudah dihitung di SI.19-E

13.6 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 F. Cat Pot kembang atas jembatan1. Pengecatan 471,356 471,356 m2 17.49 17.49

13.7 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 G. Partisi double gypsum diatas pintu koridor samping mushola Lt. GF

1.Partisi double gypsum 363,300 363,300 m2 1.88 1.88

13.8 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 H. Penambahan partisi double gypsum dan pintu alumunium sleding pada R. BOH Sudah dihitung di SI.12-L

13.9 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 I. Box pipa air hujan area selasar BOH + cornerbet pelindung sikuan Sudah dihitung di SI.16-I

13.10 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 J. Penutupan pipa solar yang keluar dan pipa air hujan bagian belakang Tidak jadi dikerjakan

13.11 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 K. Plastik curtain + partisi koridor Lt. GF depan security

1.Partisi double gypsum 1,089,900 1,089,900 m2 5.63 5.63

2.Cat Partisi gypsum 102,094 102,094 m2 5.63 5.63

3. Plastik curtain 1,237,500 618,750 m2 5.63 5.63

13.12 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 L. Bak kontrol (di kitchen) + bobokan

13.13 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 M. Tangga maintenance R. Pompa pipa black steel Sudah dihitung di SI.13-A

13.14 12-Feb-15 SI. No. 021/SI-PRABA/Cirebon/II/2015 N. Pengecatan R. Pompa 1,698,840 1,698,840 m2 93.60 93.60

Catatan :







78 of 84 SI 21




Item

Refrensi





11,244,250 9,483,742

DI BULATKAN 11,244,000 9,483,000

79 of 84 SI 21

StatusRemarks

Praba Rate Rate KP

193,760 145,000 sudah New rate ( kerja tambah ) B.9-462



26,950 ### sudah Boq rate ( kerja tambah ) B.3-84

193,760 ### sudah New rate ( kerja tambah ) B.9-116





80 of 84 SI 21

StatusRemarks

Praba Rate Rate KP

81 of 84 SI 22




Item

Refrensi




PEKERJAAN :

14.1 26-Apr-15 SI. No. 022/SI-PRABA/Cirebon/V/2015

1. Tutup STP Sudah dihitung di SI.9-B

2. Tutup Gracetrap 750,000 540,000 unit 1.00 1.00 750,000

3. Tutup bak PDAM 550,000 415,800 unit 1.00 1.00 550,000

4. Bak kontrol 1,500,000 972,000 unit 1.00 1.00 1,500,000

14.2 26-Apr-15 SI. No. 022/SI-PRABA/Cirebon/V/2015 B. Pembuatan cover air hujan area belakang tangki solar

1. Pasangan bata 2,103,854 2,103,854 m2 14.03 14.03 149,970

2. Plester dan aci 959,129 959,129 m2 14.03 14.03 68,370

3. Cat 378,068 378,068 m2 14.03 14.03 26,950

14.3 26-Apr-15 SI. No. 022/SI-PRABA/Cirebon/V/2015 C. Tangga maintenence dari roof ke atap 33.00 ke atap 36.50

1. Tangga hollow 1, elev : +28.95 / +36.70 4,428,500 3,396,920 m2 5.21 5.21 850,000

2. Tangga hollow 2, elev : +28.95 / +32.97 2,352,800 1,804,736 m2 2.77 2.77 850,000

14.4 26-Apr-15 SI. No. 022/SI-PRABA/Cirebon/V/2015

1. Pasangan bata 1,889,622 1,889,622 m2 12.60 12.60 149,970 2. Urugan pasir 193,318 193,318 m3 1.06 1.06 182,720 3. Floor / screed lantai 938,446 938,446 m2 21.16 21.16 44,350 4. Urugan puing 253,920 169,280 m3 4.23 4.23 60,000

Catatan :







16,297,657 13,761,173

DI BULATKAN 16,297,000 13,761,000


A. Ganti Tutup Bak Kontrol area manhole (STP, Gracetrap, PDAM), beton ke plat baja rangka siku

D. Pembuatan akses jalan tembusan ke gedung wanita, urug, pas bata, screed lantai, berikut pintu besi lokal.

82 of 84 SI 22

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Rate KP













83 of 84 SI 22




Item

Refrensi




PEKERJAAN :

1 18-Feb-16 SI. No. 023/SI-PRABA/Cirebon/II/2016 A. Cat Dinding Area Toilet, Washtafel & Corridor Lt.8Pekerjaan Tambah

1. Corridor, Area Toilet & Washtafel Lt.8 7,553,088 6,731,340 unit 291.40 291.40

Pekerjaan Kurang

2. Corridor, Area Toilet & Washtafel Lt.8 (5,288,910) (5,288,910) unit (291.40) (291.40)

2 18-Feb-16 SI. No. 023/SI-PRABA/Cirebon/II/2016 B. Cat Dinding Semua Area Guest Room dan Corridor Lt. 2,3,5,6,7, dan Lt.9 (13 Unit)

Pekerjaan Tambah

1. Lt.2 18,537,984 16,521,120 m2 715.20 715.20

2. Lt.3 25,226,899 22,482,306 m2 973.26 973.26

3. Lt.5 25,226,899 22,482,306 m2 973.26 973.26

4. Lt.6 25,226,899 22,482,306 m2 973.26 973.26

5. Lt.7 25,226,899 22,482,306 m2 973.26 973.26 6. Lt.9 - 13 unit kamar 20,467,210 18,240,453 m2 789.63 789.63

Pekerjaan Kurang1. Lt.2 (12,980,880) (12,980,880) m2 (715.20) (715.20)2. Lt.3 (17,664,669) (17,664,669) m2 (973.26) (973.26)3. Lt.5 (17,664,669) (17,664,669) m2 (973.26) (973.26)4. Lt.6 (17,664,669) (17,664,669) m2 (973.26) (973.26)5. Lt.7 (17,664,669) (17,664,669) m2 (973.26) (973.26)6. Lt.9 - 13 unit kamar (14,331,785) (14,331,785) m2 (789.63) (789.63)

Catatan :







44,205,628 28,161,887

DI BULATKAN 44,205,000 28,161,000


84 of 84 SI 22

StatusRemarks

Praba Rate Rate KP


18,150 ### sudah New rate ( kerja kurang )





25,920 23,100 sudah New rate ( kerja tambah ) 25,920 23,100 sudah New rate ( kerja tambah )

18,150 ### sudah New rate ( kerja kurang ) 18,150 ### sudah New rate ( kerja kurang ) 18,150 ### sudah New rate ( kerja kurang ) 18,150 ### sudah New rate ( kerja kurang ) 18,150 ### sudah New rate ( kerja kurang ) 18,150 ### sudah New rate ( kerja kurang )

anggaran biaya si-1 sd si-23 (gabungan)

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