BAHAN UPAH BAHAN UPAH
(Rp) (Rp) (Rp) (Rp) (Rp)
TOTAL
REKAPITULASI
RENCANA ANGGARAN BIAYA ( RAB )
PEMBANGUNAN JARINGAN LISTRIK PERUMAHAN PNS TUATUNU (DAK)
SATUAN
HARGA SATUAN JUMLAH HARGA
VOL ANALISA
NO URAIAN
A PEKERJAAN AWAL
1 Papan proyek bh 1 LS 300,000 50,000 300,000 50,000 350,000 2 Administrasi dan dokumentasi paket 1 LS 500,000 144,000 500,000 144,000 644,000 3 Mobilisasi dan demobilisasi alat dan bahan paket 1 LS 6,500,000 3,500,000 6,500,000 3,500,000 10,000,000 4 Direksi keet unit 1 LS 10,000,000 2,500,000 10,000,000 2,500,000 12,500,000 5 K3 paket 1 LS 350,000 150,000 350,000 150,000 500,000 6 Pembersihan awal pekerjaan paket 1 LS 250,000 250,000 250,000 250,000 500,000
17,900,000
6,594,000 24,494,000
B PEKERJAAN GARDU PORTAL 200 kVA,20 kV/B.2
1 Material Utama Set 2 A.1 136,728,890 994,566 273,457,780 1,989,132 275,446,912 2 Material non utama Set 2 A.2 33,665,719 2,864,967 67,331,439 5,729,934 73,061,373
340,789,219
7,719,066 348,508,285
C PEKERJAAN SUTM B.1
1 Konduktor A3C 70 mm Mtr 2,778 11,865 2,160 32,960,970 6,001,258 38,962,228 2 Compression Tension Joint A3C 70 mm2 Bh 3 18,193 10,714 54,579 32,143 86,722 3 Tiang Beton 12 M / 200 daN ( u/ tarikan lurus ) Btg 6 6,250,452 - 37,502,712 - 37,502,712
JUMLAH
JUMLAH
3 Tiang Beton 12 M / 200 daN ( u/ tarikan lurus ) Btg 6 6,250,452 - 37,502,712 - 37,502,712 4 Tiang Beton 12 M / 350 daN ( u/ menghindari schoor ) Btg 6 6,687,584 - 40,125,504 - 40,125,504 5 Tiang Beton 12 M / 350 daN + E ( u/ gardu ) Btg 4 6,911,094 - 27,644,376 - 27,644,376
138,288,141
6,033,401 144,321,542
PEKERJAAN AKSESORIES SUTM
1 TM - 1 Arm Tie Band : Set 16 B.2 1,067,840 94,026 17,085,432 1,504,420 18,589,852 2 TM - 3 Arm Tie Band : Set 1 B.3 2,101,497 175,801 2,101,497 175,801 2,277,298 3 TM - 8X Arm Tie Band : Set - 2,245,137 221,253 - - -4 TM - 10 Arm Tie Band : Set 1 B.4 4,443,662 430,254 4,443,662 430,254 4,873,916 5 TM - Kooi Arm Tie Band ( untuk digardu ): Set 2 B.5 5,591,579 383,646 11,183,158 767,292 11,950,450
34,813,748
2,877,766 37,691,514
D PEKERJAAN SUTR C.1
1 Konduktor LVTC 3 x 70 + 50 mm Mtr 7,479 48,477 2,092 362,559,483 15,649,359 378,208,842 2 Comp.Non Tension Joint LVTC 70 mm+Heat shrink Bh 24 16,555 10,790 397,308 258,954 656,262 3 Comp.Non Tension Joint LVTC 50 mm+Heat shrink Bh 8 15,594 10,790 124,752 86,318 211,070 4 Tiang Beton 9 M / 200 daN ( u/ tarikan lurus ) Btg 56 3,260,156 - 182,568,736 - 182,568,736 5 Tiang Beton 9 M / 350 daN ( u/ menghindari schoor ) Btg 54 4,067,470 - 219,643,380 - 219,643,380 6 Tiang Beton 12 M / 200 daN ( u/ tarikan lurus ) Btg 2 6,250,452 - 12,500,904 - 12,500,904 7 Tiang Beton 12 M / 350 daN ( u/ menghindari schoor ) Btg 6 6,687,584 - 40,125,504 - 40,125,504
JUMLAH
JUMLAH
7 Tiang Beton 12 M / 350 daN ( u/ menghindari schoor ) Btg 6 6,687,584 - 40,125,504 - 40,125,504 817,920,067
15,994,630 833,914,697
PEKERJAAN AKSESORIES SUTR
1 TR - 1 ( 3 phasa) Set 75 C.2 64,099 20,480 4,807,444 1,536,020 6,343,463 2 TR - 2 ( 3 phasa) Set 29 C.3 99,864 25,931 2,896,049 751,993 3,648,041 3 TR - 3 ( 3 phasa) Set 23 C.4 176,023 41,488 4,048,540 954,233 5,002,773 4 TR - 4 ( 3 phasa) Set 5 C.5 255,663 58,616 1,278,313 293,079 1,571,392 5 TR - 6 ( 3 phasa) Set 11 C.6 198,202 47,051 2,180,222 517,564 2,697,786 TR - 6a ( 3 phasa) Set 4 C.7 265,381 63,403 1,061,522 253,611 1,315,133 6 TR - 7 ( 3 phasa) Set 8 C.8 238,261 62,271 1,906,084 498,166 2,404,250 7 TR - E ( untuk diluar tiang ) Set 38 C.9 358,323 51,873 13,616,274 1,971,162 15,587,436
31,794,447
6,775,828 38,570,276
E PEKERJAAN AKHIR
1 As built drawing bh 1 LS 250,000.00 250,000.00 250,000 250,000 500,000 2 Testing comissioning ls 1 LS 250,000.00 250,000.00 250,000 250,000 500,000 3 Pembersihan akhir pekerjaan ls 1 LS 250,000.00 250,000.00 250,000 250,000 500,000
750,000
750,000 1,500,000
1,382,255,622 46,744,693 1,429,000,315 JUMLAH
JUMLAH
JUMLAH
JUMLAH
138,225,562
4,674,469 142,900,031 1,571,900,346
1,571,900,000
TERBILANG :
PPn 10% TOTAL PEMBULATAN
