copy of sukatani alstom_15-1-2015_1.xlsx

REKAPITULASI

RENCANA ANGGARAN BIAYA (RAB)

PEKERJAANPEMBANGUNAN GI 150 KV SUKATANI GOBEL

SUMBER DANA APLN TAHUN ANGGARAN 2010

PEKERJAAN :

PEMBANGUNAN GI 150 KV SUKATANI GOBEL Rp. 45,450,909,000

Jumlah Rp. 45,450,909,000

PPN. 10 % Rp. 4,545,090,900

T O T A L Rp. 49,995,999,900

Terbilang : Empat Puluh Sembilan Milyar Sembilan Ratus Sembilan Puluh Lima Juta Sembilan Ra Sembilan Puluh Sembilan Ribu Sembilan Ratus Rupiah

Jakarta, 23 Nopember 2010

KonsorsiumPT. WISMA SARANA TEKNIK -

PT. MENARA INDRA UTAMA

JOHN A MONTEIRO. ST, MMKetua Konsorsium

REKAPITULASI PEKERJAAN TAMBAH KURANG E/M DAN SIPILPEMBANGUNAN GI 150 KV SUKATANI GOBEL

NO. DESCRIPTIONTOTAL PRICE PRICE ADDED WORK

(IDR) (IDR)

1 Total Price For Electro-Mechanic Work Rp 38,950,813,488

2 Total Price Schedule 1 for Civil work Rp 6,500,095,512 Rp 1,583,536,060

TOTAL (Exlcuding PPN) Rp 45,450,909,000 Rp 1,583,536,060

PPN Rp 4,545,090,900.00 Rp 158,353,605.96

TOTAL (INCLUDING PPN) Rp 49,995,999,900 Rp 1,741,889,666

GRAND TOTAL (INCLUDING ADDED WORK) Rp 51,737,889,566

PEMBANGUNAN GI 150 KV SUKATANI GOBELPRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES

CIVIL WORKS

NO. DESCRIPTIONTOTAL PRICE

(IDR)1 2 3

1 Bill No 1 : Control Building

- For 150 kV Room 1,235,752,297

- For 20 kV Room 1,496,818,886

2 Bill No 2 : Switchyard 3,767,524,329

3 Bill No 3 : Miscellaneous -

Total Price Schedule 1 for Civil work 6,500,095,512

PRICE ADDED WORK(IDR)

3

1,583,536,060

1

1,583,536,061

PEMBANGUNAN GI 150 KV SUKATANI GOBELELECTRO MECHANICAL WORKS, INSTALLATION AND OTHER SERVICES

NO. DESCRIPTIONTOTAL PRICE

(IDR)

1 2 4

PEMBANGUNAN GI 150 KV SUKATANI GOBEL

1 Switchyard Equipment and Transformer

150 KV SWITCHYARD STEEL STRUCTURES, BUSBAR, EARTHING Rp 4,419,953,251

150 KV LINE BAY : 2 BAYS FOR LINE I & II Rp 5,994,778,980

150 KV LINE BAY : 2 BAYS FOR LINE III & IV Rp 5,811,154,257

150 kV TRANSFORMER BAY : 2 BAY Rp 4,283,089,587

150 KV BUS-COUPLER BAY : 1 BAY Rp 3,801,250,471

ENERGY METER PANEL Rp 319,743,950

150 KV SUBSTATION AUXILIARIES EQUIPMENT Rp 1,005,758,463

150/20 KV POWER TRANSFORMERS AND AUXILIARIES Rp 1,785,163,011

20 kV SWITCHGEARS AND POWER CABLES Rp 6,264,248,403

2 SUBSTATION AUTOMATION

SUBSTATION AUTOMATION HARDWARE Rp 1,022,156,505

SUBSTATION AUTOMATION SOFTWARE Rp 762,145,727

AC SUPPLY EQUIPMENT FOR SUBSTATION AUTOMATION Rp 129,380,191

POWER LINE CARRIER FOR 150 KV SUBSTATION Rp 1,760,273,802

DC POWER SUPPLAY Rp 255,004,433

TELECOMUNICATION EQUIPMENT Rp 842,463,978

3 MISCELLANEOUS Rp 494,248,478

4 TRAINING FOR SUBSTATION AUTOMATION Rp -

Total Price For Electro-Mechanic Work Rp 38,950,813,488

BIDDER :

SIGNATURE :

FINAL REV 01 of 60


PEMBANGUNAN GI 150 KV SUKATANI GOBEL150 KV SUKATANI GOBEL

NO EQUPMENT AND MATERIAL DESCRIPTION QUANTITY QUANTITY

PROCUREMENT INLAND TRANSPORT ERECTION & COMMISIONING

UNIT PRICE PRICE UNIT PRICE PRICE UNIT PRICE PRICE HARGA TOTAL

(Rp) (Rp) (Rp) (Rp) (Rp) (Rp)

1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9

A 150 KV SWITCHYARD STEEL STRUCTURES, BUSBAR, EARTHING1 SWITCHYARD

REFER TO DRAWING : No. TD17.2010 - 001/JBN/SS/150/LA General Subsation Lay Out GI 150 kV Sukatani Gobel - - - - - - - No. TD17.2010 - 002/JBN/SS/150/SEC Out door Section GI 150 kV Sukatani Gobel - - - - - - - No. TD17.2010 - 003/JBN/SS/150/SLD Single Line Diagram 150 kV Sukatani Gobel - - - - - - -

1 . 1 GALVANIZED STEEL STRUCTURE TO COMPLETE THE SPECIFIED SCOPEOF WORK FOR OUTDOOR SWITCHYARD OF :

4 x 150 kV LINE BAY - - - - - - - 1 x 150 kV BUS COUPLER BAY - - - - - - - 2 x 150 kV POWER TRANSFORMER BAY - - - - - - - 1 x 150 kV SPARE BAY (TRAFO BAY TANPA PERALATAN) - - - - - - -

CONSISTING OF : a. POST STEEL STRUCTURE TYPE 1N FOR A9, B9, B8, B7, C9, C8, C7 24 unit 24 unit 57,160,930 1,371,862,308 3,572,558 85,741,394 6,073,349 145,760,370 1,603,364,073.05

FOR D9, D8, D7, E8, E7FOR ........

b. POST STEEL STRUCTURE TYPE 1Fc. POST STEEL STRUCTURE TYPE 2 FOR ........ 0 unit 0 unit - - - - - - -

FOR ........d. POST STEEL STRUCTURE TYPE 3N FOR ........ 0 unit 0 unit - - - - - - - e. POST STEEL STRUCTURE TYPE 3F f. BEAM STEEL STRUCTURE TYPE 1 FOR B9-B8, B9-C9,C9-C8, C8-C7, C7-C6 26 unit 26 unit 28,580,465 743,092,084 1,786,279 46,443,255 3,036,674 78,953,534 868,488,872.90

FOR C9-D9, D8-D7, D7-D6, C7-D7FOR E8-E7, E7-E6

1 . 2 BARE ALUMINIUM CONDUCTOR OF TAL 850 MM2 FOR THE INSTALLATION OF 3-PH DOUBLE 8 bays 8 bays 15,483,895 123,871,164 2,977,132 23,817,054 5,001,581 40,012,651 187,700,868.56 MAIN-BUSBAR 2 x TAL 850 MM2/PH TO COMPLETE THE SPECIFIED SCOPE OF WORK.

1 . 3 150 KV DOUBLE TENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTANCE 48 sets 48 sets 7,706,008 369,888,375 59,543 2,858,046 595,426 28,580,465 401,326,886.16 COMPLETE WITH FITTINGS FOR INSTALLATION THE MAIN-BUSBAR AS SPECIFIED.

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9

1 . 4 150 KV SINGLE SUSPENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTAN 18 sets 18 sets 3,847,645 69,257,611 59,543 1,071,767 476,341 8,574,139 78,903,518.09 COMPLETE WITH FITTINGS FOR INSTALLATION THE MAIN-BUSBAR AS SPECIFIED.

1 . 5 SET OF CLAMPS, CONNECTORS AND ACCESSORIES FOR INSTALLATION 8 bays 8 bays 48,229,534 385,836,274 1,786,279 14,290,232 6,549,690 52,397,519 452,524,025.37 OF THE MAIN BUSBAR AS SPECIFIED

1 . 6 SET OF CONDUCTOR FOR SHIELD WIRE AND ACCESSORIES FOR 1 lot 1 lot 68,797,942 68,797,942 4,763,411 4,763,411 12,003,795 12,003,795 85,565,148.08 INSTALLATION OF MAIN BUSBAR AND FLY BUS SHIELD WIRE AS SPECIFIED FOR 8 BAYS

1 . 7 SUBSTATION EARTHING GRID TO 40 KA LEVEL COMPRISING EQUIPMENT AND MATERIAL 1 lot 1 lot 663,483,581 663,483,581 7,145,116 7,145,116 71,451,162 71,451,162 742,079,858.97 TO COMPLETE THE SCOPE OF WORK FOR SUBSTATION EARTHING GRID AND EARTHINGCIRCUIT REQUIRED SUCH AS COPPER CONDUCTORS, RODS, CLAMPS AND CONNECTORSFOR CONNECTION TO MAIN SUBSTATION EARTHING CIRCUIT AND TO INDIVIDUAL ITEMOF EQUIPMENT AND STRUCTURES.

1 . 8 UPRATING THE EXISTING SUBSTATION EARTHING GRID TO 40 KA LEVEL COMPRISING 0 bays 0 bays - - - - - - - EQUIPMENT AND MATERIAL TO COMPLETE THE SCOPE OF WORK FOR SUBSTATION EARTHING GRID AND EARTHING CIRCUIT REQUIRED SUCH AS COPPER CONDUCTORS, RODS,CLAMPS AND CONNECTORS FOR CONNECTION TO MAIN SUBSTATION EARTHINGCIRCUIT AND TO INDIVIDUAL ITEM OF EQUIPMENT AND STRUCTURES.

1 . 9 EXTENSION THE EXISTING SUBSTATION EARTHING GRID OF 40 KA LEVEL FOR NEW BAYS 0 bays 0 bays - - - - - - - COMPRISING EQUIPMENT AND MATERIAL TO COMPLETE THE SCOPE OF WORK FOR SUBSTATION EARTHING GRID AND EARTHING CIRCUIT REQUIRED SUCH AS COPPERCONDUCTORS, RODS, CLAMPS AND CONNECTORS FOR CONNECTION TO MAIN SUBSTATIONEARTHING CIRCUIT AND TO INDIVIDUAL ITEM OF EQUIPMENT AND STRUCTURES.

SUB TOTAL A1 3,796,089,340 186,130,277 437,733,635 4,419,953,251.18

2 150 KV LINE BAY : 2 BAYS FOR LINE I & II 2 . 1 BARE ALUMINIUM CONDUCTOR OF TAL 660 MM2 FOR 3-PHASE FOR FLY BUS AND FLY CONDUCT 2 bays 2 bays 13,253,149 26,506,297 1,786,279 3,572,558 4,465,698 8,931,395 39,010,250.41

EQUIPMENT OF LINE BAY 2 x TAL 660 MM2 / PHASE.

2 . 2 150 KV DOUBLE TENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTANCE 18 sets 18 sets 7,706,008 138,708,141 59,543 1,071,767 595,426 10,717,674 150,497,582.31 COMPLETE WITH FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.

2 . 3 150 KV SINGLE SUSPENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE 6 sets 6 sets 3,847,645 23,085,870 59,543 357,256 476,341 2,858,046 26,301,172.70 DISTANCE COMPLETE WITH FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.

2 . 4 150KV POST INSULATOR COMPLETE WITH CLAMPS AND SUPPORTING 3 sets 3 sets 13,777,570 41,332,711 893,140 2,679,419 1,786,279 5,358,837 49,370,966.59 STRUCTURE FOR DROPPER TO BUS DISCONNECTOR

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 2 . 5 SET OF CLAMPS, CONNECTORS AND ACCESSORIES FOR THE INSTALLATION OF 2 bays 2 bays 83,359,689 166,719,378 1,786,279 3,572,558 6,549,690 13,099,380 183,391,315.54

THE LINE BAY AS SPECIFIED FOR LINE BAY.

2 . 6 SET OF CONDUCTOR FOR SHIELD WIRE AND ACCESSORIES FOR INSTALLATION OF 0 bays 0 bays - - 4,763,411 - 12,003,795 - - THE LINE BAY SHIELD WIRE AS SPECIFIED FOR LINE BAY.

2 . 7 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 4000 A 40 kA WITHOUT 4 unit 4 unit 132,327,552 529,310,207 4,167,984 16,671,938 7,145,116 28,580,465 574,562,609.90 EARTHING SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTURE FOR LINE BAY.

2 . 8 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 4000 A 40 kA WITH 2 unit 2 unit 156,560,213 313,120,427 4,167,984 8,335,969 7,145,116 14,290,232 335,746,628.07 EARTHING SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTURE FOR LINE BAY.

2 . 9 150 kV 3 PHASE SF6 CIRCUIT BREAKER, 4000 A 40 kA, COMPLETE WITH CLAMPS AND 2 unit 2 unit 738,319,742 1,476,639,483 5,358,837 10,717,674 8,931,395 17,862,790 1,505,219,947.91 SUPPORTING STRUCTURE FOR LINE BAY.

2 . 10 150 kV CURRENT TRANSFORMER FOR LINE BAY COMPLETE WITH 6 unit 6 unit 69,553,240 417,319,442 1,071,767 6,430,605 2,381,705 14,290,232 438,040,279.43 CLAMPS AND SUPPORTING STRUCTURE COMPRISING :CORE 1 : 1000-2000/1 A, CLASS X FOR MAIN PROTECTION (DISTANCE PROTECTION).CORE 2 : 1000-2000/1 A, 30 VA CLASS 5P20, + CLASS 0.2 FOR BACKUP PROTECTION INSTRUMEN, METERING AND CONTROL DEVICESCORE 3 : 2000-4000/1 A, CLASS X FOR CHECK BUS ZONE PROTECTIONCORE 4 : 2000-4000/1 A, CLASS X FOR MAIN BUS ZONE PROTECTION.

2 . 11 150 kV CAPACITOR VOLTAGE TRANSFORMER WITH 2 SECONDARY WINDING, 6 unit 6 unit 69,710,433 418,262,598 1,071,767 6,430,605 2,381,705 14,290,232 438,983,434.76 RATIO 150000V:V3 / 100V:V3 / 100V:V3, BURDEN 100 VA CL 0.2, 150 VA CL 3P,MIN. CAPACITANCE 5000 PF, COMPLETE WITH CLAMPS, SUPPORTING STRUCTURE

2 . 12 LINE TRAP COMPLETE WITH SUPPORTING POST INSULATORS AND ALL NECESSARY FIXINGS 2 sets 2 sets 136,114,463 272,228,927 1,071,767 2,143,535 2,381,705 4,763,411 279,135,872.49 AND AUXILLIARY ITEMS OF EQUIPMENT 2000 A, 40 kA, 1.0 mH

2 . 13 150 kV LIGHTNING ARRESTER, 20 kA, COMPLETE WITH CLAMP, 6 unit 6 unit 32,861,878 197,171,268 1,071,767 6,430,605 2,381,705 14,290,232 217,892,104.49 SUPPORTING STRUCTURE AND SURGE COUNTER.

2 . 14 PROTECTION & CONTROL CUBICLE FOR OHL LINE I AND LINE II COMPRISING: 2 sets 2 sets 585,185,016 1,170,370,032 2,977,132 5,954,263 8,931,395 17,862,790 1,194,187,085.90 - IED MAIN LINE PROTECTION (DISTANCE, AUTORECLOSE, SYNCHROCHECK, ...ETC)- IED BACKUP PROTECTION (OC, DEF, DFR, FAULT LOCATER, METERING, ...ETC)- IED BAY CONTROL- ETHERNET SWITCH FR INTER-BAY SYSTEM-1- ETHERNET SWITCH FR INTER-BAY SYSTEM-2

INCLUDING MISELLANEOUS EQUIPMENT, MIMIC DIAGRAM AND MATERIAL, RACK CABINET, CABLESCLAMPS, CONNECTORS, COMPRESSION TERMINAL, CONNECTIN TO INDIVIDUAL ITEMS OFEQUIPMENT, TEST TERMINAL, AUXILIARY RELAY, INTERIOR LAMP, HEATER ....ETC,TO COMPLETE THE SCOPE OF WORKS.

2 . 15 MARSHALLING KIOSK FOR LINE BAY 2 sets 2 sets 49,122,674 98,245,348 1,071,767 2,143,535 2,977,132 5,954,263 106,343,145.96

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 2 . 16 LV POWER CABLE, CONTROL CABLE AND ACCESSORIES AND NECESSARY EQUIPMENT 2 bay 2 bay 208,399,222 416,798,444 4,763,411 9,526,822 14,885,659 29,771,317 456,096,583.47

(CABLE LADDER, CLAMP, CABLE LUG, TERMINAL, … ETC) FOR LINE BAY TO COMPLETE THE SCOPE OF WORK

SUB TOTAL A2 5,705,818,573 86,039,107 202,921,300 5,994,778,979.93

3 150 KV LINE BAY : 2 BAYS FOR LINE III & IV3 . 1 BARE ALUMINIUM CONDUCTOR OF TAL 660 MM2 FOR 3-PHASE FOR FLY BUS AND FLY 2 bays 2 bays 13,253,149 26,506,297 1,786,279 3,572,558 4,465,698 8,931,395 39,010,250.41

CONDUCTOR EQUIPMENT OF LINE BAY 2 x TAL 660 MM2 / PHASE.

3 . 2 150 KV DOUBLE TENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTANCE 18 sets 18 sets 7,706,008 138,708,141 59,543 1,071,767 595,426 10,717,674 150,497,582.31 COMPLETE WITH FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.


3 . 4 150KV POST INSULATOR COMPLETE WITH CLAMPS AND SUPPORTING 3 sets 3 sets 10,181,791 30,545,372 893,140 2,679,419 1,786,279 5,358,837 38,583,627.43 STRUCTURE FOR DROPPER TO BUS DISCONNECTOR

3 . 5 SET OF CLAMPS, CONNECTORS AND ACCESSORIES FOR THE INSTALLATION OF 2 bays 2 bays 83,359,689 166,719,378 1,786,279 3,572,558 8,931,395 17,862,790 188,154,726.34 THE LINE BAY AS SPECIFIED FOR LINE BAY. -

3 . 6 SET OF CONDUCTOR FOR SHIELD WIRE AND ACCESSORIES FOR INSTALLATION OF 0 bays 0 bays - - 4,763,411 - 12,003,795 - - THE LINE BAY SHIELD WIRE AS SPECIFIED FOR LINE BAY.

3 . 7 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 40 kA 4000 A WITHOUT 4 unit 4 unit 132,327,552 529,310,207 4,167,984 16,671,938 7,145,116 28,580,465 574,562,609.90 EARTHING SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTURE FOR LINE BAY.

3 . 8 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 40 kA 4000 A WITH 2 unit 2 unit 156,560,213 313,120,427 4,167,984 8,335,969 7,145,116 14,290,232 335,746,628.07 EARTHING SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTURE FOR LINE BAY.

3 . 9 150 kV 3 PHASE SF6 CIRCUIT BREAKER 40 kA 4000 A, COMPLETE 2 unit 2 unit 738,319,742 1,476,639,483 5,358,837 10,717,674 8,931,395 17,862,790 1,505,219,947.91 WITH CLAMPS AND SUPPORTING STRUCTURE FOR LINE BAY.

3 . 10 150 kV CURRENT TRANSFORMER FOR LINE BAY COMPLETE WITH 6 unit 6 unit 69,553,240 417,319,442 1,071,767 6,430,605 2,381,705 14,290,232 438,040,279.43 CLAMPS AND SUPPORTING STRUCTURE COMPRISING :CORE 1 : 2000-1000/1 A, CLASS X FOR MAIN PROTECTION (DISTANCE PROTECTION).CORE 2 : 2000-1000/1 A, 30 VA CLASS 5P20, + CLASS 0.2 FOR BACKUP PROTECTION INSTRUMEN, METERING AND CONTROL DEVICESCORE 3 : 4000-2000/1 A, CLASS X FOR CHECK BUS ZONE PROTECTIONCORE 4 : 4000-2000/1 A, CLASS X FOR MAIN BUS ZONE PROTECTION.

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 3 . 11 150 kV CAPACITOR VOLTAGE TRANSFORMER WITH 2 SECONDARY WINDING, 6 unit 6 unit 69,710,433 418,262,598 1,071,767 6,430,605 2,381,705 14,290,232 438,983,434.76

RATIO 150000V:V3 / 100V:V3 / 100V:V3, BURDEN 100 VA CL 0.2, 150 VA CL 3P,MIN. CAPACITANCE 5000 PF, COMPLETE WITH CLAMPS, SUPPORTING STRUCTURE

3 . 12 LINE TRAP COMPLETE WITH SUPPORTING POST INSULATORS AND ALL NECESSARY FIXINGS 2 sets 2 sets 136,114,463 272,228,927 1,071,767 2,143,535 2,381,705 4,763,411 279,135,872.49 AND AUXILLIARY ITEMS OF EQUIPMENT 2000 A, 40 kA, 1.0 mH.


3 . 14 PROTECTION & CONTROL CUBICLE FOR OHL LINE III AND LINE IV COMPRISING: 2 sets 2 sets 585,185,016 1,170,370,032 2,977,132 5,954,263 8,931,395 17,862,790 1,194,187,085.90 - IED MAIN LINE PROTECTION (DISTANCE, AUTORECLOSE, SYNCHROCHECK, ...ETC)- IED BACKUP PROTECTION (OC, DEF, DFR, FAULT LOCATER, METERING, ...ETC)- IED BAY CONTROL- ETHERNET SWITCH FR INTER-BAY SYSTEM-1- ETHERNET SWITCH FR INTER-BAY SYSTEM-2

INCLUDING MISELLANEOUS EQUIPMENT, MIMIC DIAGRAM AND MATERIAL, RACK CABINET, CABLESCLAMPS, CONNECTORS, COMPRESSION TERMINAL, CONNECTIN TO INDIVIDUAL ITEMS OFEQUIPMENT, TEST TERMINAL, AUXILIARY RELAY, INTERIOR LAMP, HEATER ....ETC,TO COMPLETE THE SCOPE OF WORKS.

3 . 15 MARSHALLING KIOSK FOR LINE BAY 2 sets 2 sets 49,122,674 98,245,348 1,071,767 2,143,535 2,977,132 5,954,263 106,343,145.96

3 . 16 LV POWER CABLE, CONTROL CABLE AND ACCESSORIES AND NECESSARY EQUIPMENT 2 bays 2 bays 208,399,222 416,798,444 4,763,411 9,526,822 14,885,659 29,771,317 456,096,583.47 (CABLE LADDER, CLAMP, CABLE LUG, TERMINAL, … ETC) FOR LINE BAY TO COMPLETE THE SCOPE OF WORK

SUB TOTAL A3 5,517,430,439 86,039,107 207,684,711 5,811,154,257.26

4 150 kV TRANSFORMER BAY : 2 BAY4 . 1 BARE ALUMINIUM CONDUCTOR OF TAL 660 MM2 FOR 3-PHASE FOR FLY BUS AND FLY 2 bay 2 bay 13,253,149 26,506,297 1,786,279 3,572,558 4,465,698 8,931,395 39,010,250.41

CONDUCTOR EQUIPMENT OF LINE BAY 1 x TAL 660 MM2 / PHASE.

4 . 2 150 KV SINGLE TENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTANCE 12 sets 12 sets 3,847,645 46,171,741 59,543 714,512 476,341 5,716,093 52,602,345.39 FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.

4 . 3 150 KV SINGLE SUSPENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTAN 6 sets 6 sets 3,847,645 23,085,870 59,543 357,256 476,341 2,858,046 26,301,172.70 COMPLETE WITH FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 4 . 4 150KV POST INSULATOR COMPLETE WITH CLAMPS AND SUPPORTING sets sets 1,786,279

STRUCTURE FOR DROPPER TO BUS DISCONNECTOR

4 . 5 SET OF CLAMPS, CONNECTORS AND ACCESSORIES FOR THE 2 bay 2 bay 83,359,689 166,719,378 1,786,279 3,572,558 8,931,395 17,862,790 188,154,726.34 INSTALLATION OF THE TRAFO BAY AS SPECIFIED.

4 . 6 SET OF CONDUCTOR FOR SHIELD WIRE AND ACCESSORIES FOR INSTALLATION OF 0 bay 0 bay - - 4,763,411 - 12,003,795 - - THE TRAFO BAY SHIELD WIRE AS SPECIFIED.

4 7 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 1600 A 40 kA WITHOUT EARTHING 4 unit 4 unit 101,782,180 407,128,721 4,167,984 16,671,938 7,145,116 28,580,465 452,381,123.05

SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTURE FOR TRANSFORMER BAY.

4 . 8 150 kV 3 PHASE SF6 CIRCUIT BREAKER 1600 A 40 kA, COMPLETE WITH CLAMPS AND 2 unit 2 unit 399,955,322 799,910,643 5,358,837 10,717,674 8,931,395 17,862,790 828,491,107.90 SUPPORTING STRUCTURE FOR TRANSFORMER BAY.

4 . 9 150 kV CURRENT TRANSFORMER FOR TRANSFORMER BAY COMPLETE WITH CLAMPS AND 6 unit 6 unit 125,821,030 754,926,182 1,071,767 6,430,605 2,381,705 14,290,232 775,647,019.41 SUPPORTING STRUCTURE COMPRISING :CORE 1 : 150-300/1 A, CLASS X FOR MAIN TRANSFORMER PROTECTION AND RESTRICTED EARTH FAULT PROTECTION.CORE 2 : 150-300/1 A, 30 VA CLASS 5P20 + CLASS 0.2 FOR BACK UP PROTECTION EARTH FAULT PROTECTION, INSTRUMENT, METERING AND CONTROL DEVICES.CORE 3 : 2000-4000/1 A, CLASS X FOR CHECK BUS ZONE PROTECTION.CORE 4 : 2000-4000/1 A, CLASS X FOR MAIN BUS BAR PROTECTION.


4 . 11 PROTECTION & CONTROL CUBICLE FOR OHL 150/20 kV TRANSFORMATOR BAY COMPRISING: 2 set 2 set 558,176,477 1,116,352,954 2,977,132 5,954,263 8,931,395 17,862,790 1,140,170,007.50 - IED MAIN TRANSFORMER PROTECTION (DIFFERENTIAL, REF HV/LV SIDE, DFR, ...ETC).- IED BACKUP PROTECTION (OC, EF, SEF, OV, UV, FR, METERING, ...ETC).- IED BAY CONTROL.- IED AUTOMATIC VOLTAGE REGULATOR- ETHERNET SWITCH FOR INTER-BAY SYSTEM-1.- ETHERNET SWITCH FOR INTER-BAY SYSTEM-2.

INCLUDING MISELLANEOUS EQUIPMENT, MIMIC DIAGRAM AND MATERIAL, RACK CABINET, AVR,CABLES CLAMPS, CONNECTORS, COMPRESSION TERMINAL, CONNECTIN TO INDIVIDUALITEMS OF EQUIPMENT, TEST TERMINAL, AUXILIARY RELAY, INTERIOR LAMP, HEATER,ETC..., TO COMPLETE THE SCOPE OF WORKS.

4 . 12 BAY CONTROL UNIT FOR IBT 1&2 COMPLETE WITH MONITORING, MIMIC DIAGRAM, RACK CABINE 0 set 0 set - - 2,977,132 - 8,931,395 - - CLAMPS, CONNECTOR, INTERIOR LAMP, HEATER, ... ETC TO COMPLETE THE SCOPE OF WORK.

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 4 . 13 MARSHALLING KIOSK FOR TRAFO BAY 2 bay 2 bay 49,122,674 98,245,348 1,071,767 2,143,535 2,977,132 5,954,263 106,343,145.96

4 . 14 LV POWER CABLE, CONTROL CABLE ACCESSORIES AND NECESSARY EQUIPMENT NECESSARY 2 bay 2 bay 208,399,222 416,798,444 4,763,411 9,526,822 14,885,659 29,771,317 456,096,583.47 EQUIPMENT (CABLE LADDER, CLAMP, CABLE LUG, TERMINAL, … ETC) FOR TRAFO BAY TO COMPLETETHE SCOPE OF WORK. NOTE: 1 LOT FOR TRAFO 60 MVA AND 1 LOT FOR SST EXISTING.

SUB TOTAL A4 4,053,016,845 66,092,325 163,980,417 4,283,089,586.60

5 150 KV BUS-COUPLER BAY : 1 BAY5 . 1 BARE ALUMINIUM CONDUCTOR OF TAL 850 MM2 FOR 3-PHASE FOR FLY BUS AND FLY CONDUCT 1 bay 1 bay 15,483,895 15,483,895 1,786,279 1,786,279 4,465,698 4,465,698 21,735,872.16

EQUIPMENT OF BUS-COUPLER BAY 2 x TAL 850 MM2 / PHASE.

5 . 2 150 KV DOUBLE TENSION STRING INSULATOR SET 120 kN MIN. 5.270 MM CREEPAGE DISTANCE 6 sets 6 sets 7,706,008 46,236,047 59,543 357,256 595,426 3,572,558 50,165,860.77 COMPLETE WITH FITTINGS FOR INSTALLATION OF THE LINE BAY AS SPECIFIED.


5 . 4 150KV POST INSULATOR COMPLETE WITH CLAMPS AND SUPPORTING 0 set 0 set - - 893,140 - 1,786,279 - - STRUCTURE FOR DROPPER TO BUS DISCONNECTOR

5 . 5 SET OF CLAMPS, CONNECTORS AND ACCESSORIES FOR THE 1 bay 1 bay 83,359,689 83,359,689 1,786,279 1,786,279 8,931,395 8,931,395 94,077,363.17 INSTALLATION OF THE BUS-COUPLER BAY AS SPECIFIED. (EXISTING)

5 . 6 SET OF CONDUCTOR FOR SHIELD WIRE AND ACCESSORIES FOR 0 bay 0 bay - - 4,763,411 - 12,003,795 - - INSTALLATION OF THE BUS-COUPLER BAY SHIELD WIRE AS SPECIFIED

5 . 7 150 kV 3 PHASE DISCONNECTING SWITCH MOTOR OPERATED, 4000 A 40 kA WITHOUT 2 unit 2 unit 132,327,552 264,655,104 4,167,984 8,335,969 7,145,116 14,290,232 287,281,304.95 EARTHING SWITCH, COMPLETE WITH CLAMPS AND SUPPORTING STRUCTUREFOR BUS-COUPLER BAY.

5 . 8 150 kV 3 PHASE SF6 CIRCUIT BREAKER 4000 A 40 kA, COMPLETE WITH CLAMPS AND 1 unit 1 unit 583,675,610 583,675,610 5,358,837 5,358,837 8,931,395 8,931,395 597,965,842.55 SUPPORTING STRUCTURE FOR BUS-COUPLER BAY.

5 . 9 150 kV CURRENT TRANSFORMER FOR BUS-COUPLER BAY COMPLETE WITH 3 unit 3 unit 69,553,240 208,659,721 1,071,767 3,215,302 2,381,705 7,145,116 219,020,139.71 CLAMPS AND SUPPORTING STRUCTURE COMPRISING :CORE 1 : 2000-4000/1 A, CLASS X FOR MAIN BUSBAR PROTECTION

5 . 10 150 kV CURRENT TRANSFORMER FOR BUS-COUPLER BAY COMPLETE WITH 3 unit 3 unit 69,553,240 208,659,721 1,071,767 3,215,302 2,381,705 7,145,116 219,020,139.71 CLAMPS AND SUPPORTING STRUCTURE COMPRISING :CORE 1 : 2000-4000/1 A, CLASS 5P20 +CLASS 0.2 FOR OVER CURRENT

PROTECTION, EARTH FAULT PROTECTION AND INSTRUMENTCORE 2 : 2000-4000/1 A, CLASS X FOR MAIN BUSBAR PROTECTION

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 5 . 11 PROTECTION & CONTROL CUBICLE FOR BUS COUPLER COMPRISING: 1 set 1 set 1,846,226,572 1,846,226,572 2,977,132 2,977,132 8,931,395 8,931,395 1,858,135,099.33

- IED MAIN BUS BAR PROTECTION (LOW IMPEDANCE PROTECTION RELAY).- IED BACKUP PROTECTION (OC, BF, SZP, TRIP CIRCUIT SUPERVISION RELAY, ...ETC).- IED BAY CONTROL.- ETHERNET SWITCH FOR INTER-BAY SYSTEM-1.- ETHERNET SWITCH FOR INTER-BAY SYSTEM-2.

INCLUDING MISELLANEOUS EQUIPMENT, MIMIC DIAGRAM AND MATERIAL, RACK CABINET,CABLES CLAMPS, CONNECTORS, COMPRESSION TERMINAL, CONNECTIN TO INDIVIDUALITEMS OF EQUIPMENT, TEST TERMINAL, AUXILIARY RELAY, INTERIOR LAMP, HEATERETC..., TO COMPLETE THE SCOPE OF WORKS.

5 . 12 150 kV CAPACITOR VOLTAGE TRANSFORMER WITH 2 SECONDARY WINDING, 2 unit 2 unit 69,710,433 139,420,866 1,071,767 2,143,535 2,381,705 4,763,411 146,327,811.59 RATIO 150000V:V3 / 100V:V3 / 100V:V3, BURDEN 100 VA CL 0.2, 150 VA CL 3P,MIN. CAPACITANCE 5000 PF, COMPLETE WITH CLAMPS, SUPPORTING STRUCTURE.

5 . 13 MARSHALLING KIOSK FOR BUS-COUPLER BAY 1 bay 1 bay 49,122,674 49,122,674 1,071,767 1,071,767 2,977,132 2,977,132 53,171,572.98

5 . 16 LV POWER CABLE, CONTROL CABLE ACCESSORIES AND NECESSARY EQUIPMENT 1 bay 1 bay 208,399,222 208,399,222 4,763,411 4,763,411 14,885,659 14,885,659 228,048,291.73 (CABLE LADDER, CLAMP, CABLE LUG, TERMINAL, ETC...) FOR BUS COUPLER TO COMPLETE THE SCOPE OF WORK.

SUB TOTAL A5 3,676,984,992 35,368,325 88,897,154 3,801,250,471.35

6 ENERGY METER PANEL6 . 1 ENERGY METER PANEL CONSIST OF 1 SET ELECTRONIC METER CLASS 0.2 FOR 2 set 2 set 153,917,711 307,835,423 2,977,132 5,954,263 2,977,132 5,954,263 319,743,949.51

20 KV INCOMING COMPATIBLE WITH AMR EXISTING 1 SET (COMPLETE WITH 6 SETS METERINGPER-PANEL AS REQUIRED) INCLUDING ETHERNET SWITCH FOR CONNECTION TO WAN AND MISCELLANOUS EQUIPMENT MATERIAL, RACK, CABINET, CABLES, CLAMPS, CONNECTORS,COMPRESSION TERMINAL, CONNECTION TO INDIVIDUAL ITEMS OF EQUIPMENT, TEST TERMINAL,AUXILIARY RELAY, INTERIOR LAMP HEATER ... ETC TO COMPLETE THE SCOPE OF WORK.

SUB TOTAL A6 307,835,423 5,954,263 5,954,263 319,743,949.51

7 150 KV SUBSTATION AUXILIARIES EQUIPMENT7 . 1 110 VDC BATTERY SUITABLE FOR SUPPLYING ALL 110 VDC LOAD INCLUDING 20 KV 1 set 1 set 396,141,616 396,141,616 595,426 595,426 4,167,984 4,167,984 400,905,026.59

CUBICLES FOR 8 HOURS DISCHARGE (MINIMUM CAPACITY IS 300 AH 110 VDC, SUBJECT TOCALCULATION FOR MINIMUM OF 10 BAYS AND EMERGENCY LAMPS).

7 . 2 BATTERY CHARGER MIN 60 A FOR 110 VDC BATTERY COMPLETE WITH PANEL BOARD AND 1 set 1 set 185,077,861 185,077,861 178,628 178,628 1,190,853 1,190,853 186,447,341.28 INCLUDING 3 STEPS VOLTAGE DROPPER (SUBJECT TO CALCULATION).

7 . 3 110 VDC SWITCH FUSE DISTRIBUTION BOARD SUITABLE FOR 110 VDC BATTERY SET, 1 set 1 set 53,588,371 53,588,371 178,628 178,628 595,426 595,426 54,362,425.68 HV EQUIPMENT OF MINIMUM 10 BAYS, MV SWITCHGEARS, ... ETC TO COMPLETE THE SPECIFIED SCOPE OF WORK, INCLUDING NECESSARY SPARE MCB.

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 7 . 4 400 VAC SWITCH FUSE DISTRIBUTION BOARD SUITABLE FOR THE STATION SERVICE TRANSFOR 1 set 1 set 113,131,006 113,131,006 238,171 238,171 1,190,853 1,190,853 114,560,029.58

TO SUPPLY THE CONTROL BUILDING, YARD LIGHTING AND HV EQUIPMENT OF MIN. 10 BAYS,TO COMPLETE THE SPECIFIED SCOPE OF WORK, INCLUDING NECESSARY SPARE MCB.

7 . 5 20/0.4 KV MINIMUM 200 kVA 3-PHASE STATION AUXILIARY TRANSFORMER 1 set 1 set 117,894,417 117,894,417 1,786,279 1,786,279 5,954,263 5,954,263 125,634,959.68 COMPLETE WITH NECESSARY ACCESSORIES (VECTOR GROUP DYn 5).

7 . 6 SUITABLE LV POWER CABLES AND NECESSARY EQUIPMENT CABLE LADDER, CLAMP, 1 lot 1 lot 104,199,611 104,199,611 4,763,411 4,763,411 14,885,659 14,885,659 123,848,680.63 CABLE LUG, TERMINAL, ... ETC. FOR SUBSTATION AUXILIARIES SUPPLY TO COMPLETETHE SPECIFIED SCOPE OPF WORK.

SUB TOTAL A7 970,032,882 7,740,543 27,985,038 1,005,758,463.44

8 150/20 KV POWER TRANSFORMERS AND AUXILIARIES8 . 1 150/20 KV, 60 MVA 3-PHASE POWER TRANSFORMER COMPLETE WITH AUTOMATIC VOLTAGE 0 unit 0 unit - - 89,313,952 - 113,131,006 - -

REGULATOR RELAY, REMOTE CONTROL PANEL, AND NECESSARY ACCESSORIESAND SUPPORTING SRUCTURE FOR MOUNTING 20 KV AND 150 KV NCT

8 . 2 SINGLE PHASE NEUTRAL CT FOR 20 KV SIDE CLASS X, 1000-2000/5 A COMPLETE WITH CLAMPS 2 unit 2 unit 26,794,186 53,588,371 119,085 238,171 1,190,853 2,381,705 56,208,247.36 FOR RESTRICTED EARTH FAULT PROTECTION SUITABLE FOR MOUNTING OUTDOORTRANSFORMER TANK OR CAN BE PUT INSIDE THE 20 KV NEUTRAL EARTHING RESISTOR CUBICLE.

8 . 3 SINGLE PHASE NEUTRAL CT FOR 20 KV SIDE CLASS 5P20, 1000-2000/5 A COMPLETE WITH CLAM 2 unit 2 unit 26,794,186 53,588,371 119,085 238,171 1,190,853 2,381,705 56,208,247.36 FOR NEUTRAL EARTH FAULT PROTECTION SUITABLE FOR MOUNTING OUTDOOR ONTRANSFORMER TANK OR CAN BE PUT INSIDE THE 20 KV NEUTRAL EARTHNG RESISTOR CUBICLE.

8 . 4 SINGLE PHASE NEUTRAL CT FOR 150 KV SIDE CLASS X 150-300/1 A COMPLETE WITH CLAMPS 2 unit 2 unit 26,794,186 53,588,371 119,085 238,171 1,190,853 2,381,705 56,208,247.36 FOR RESTRICTD EARTH FAULT PROTECTION SUITABLE FOR MOUNTING OUTDOOR ONTRANSFORMER TANK.

8 . 5 20 KV STAINLESS STEEL NEUTRAL EARTHING RESISTOR RATED 12 OHMS, 10 SECONDS. 2 set 2 set 186,070,734 372,141,468 297,713 595,426 2,381,705 4,763,411 377,500,305.37

8 . 6 TRANSFORMER BLAST AND FIRE PREVENTION EQUIPMENT. 2 set 2 set 497,456,580 994,913,160 2,977,132 5,954,263 119,085,270 238,170,540 1,239,037,963.09

SUB TOTAL A8 1,527,819,742 7,264,201 250,079,067 1,785,163,010.55

9 20 kV SWITCHGEARS AND POWER CABLES9 . 1 4 x 630 SQMM ALU 20 kV XLPE SINGLE CORE POWER CABLE/PHASE BETWEEN 150/20 kV 2 lot 2 lot 273,300,694 546,601,389 3,858,363 7,716,725 19,291,814 38,583,627 592,901,741.45

POWER TRANSFORMER AND 20 kV INCOMING CUBICLE INCLUDNG CABLE SUPPORT, 20 kVPOST INSULATOR, METAL BARS, CABLE TERMINATIONS AND ACCESSORIES, CABLE RACK ETC ...TO COMPLETE SCOPE OF WORK. (TOTAL CABLE LENGTH APPROX. 3x3x100 m)

9 . 2 CABLE SUPPORT FOR 20 KV POWER CABLE, 20 KV POST INSULATOR, METAL BARS, 1 set 1 set 59,542,635 59,542,635 119,085 119,085 595,426 595,426 60,257,146.54

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9 9 . 2 1 x 95 SQMM COPPER 20 kV XLPE POWER CABLE/PHASE BETWEEN 20 KV AUXILIARY 2 set 2 set 20,839,922 41,679,844 178,628 357,256 1,190,853 2,381,705 44,418,805.65

TRANSFORMER CUBICLE AND THE AXILIARY TRANSFORMER, INCLUDING CABLE SUPPORT,CABLE TERMINATION AND ACCESSORIES, CABLE RACK, ... ETC TO COMPLETE SCOPE OF WORK.(TOTAL CABLE LEGTH IS APPROX 1 x 100 M)

9 . 3 20 kV INDOOR METALCLAD SWITCHGEAR SINGLE-BUSBAR SCHEME COMPRISING :- INCOMING CUBICLE 2 set 2 set 307,704,429 615,408,857 595,426 1,190,853 4,167,984 8,335,969 624,935,679.04 - BUSBAR PT + EARTHING SWITCH CUBICLE 2 set 2 set 165,405,867 330,811,734 595,426 1,190,853 2,977,132 5,954,263 337,956,850.67 - AUXILIARY TRANSFORMER CUBICLE 2 set 2 set 126,972,287 253,944,575 595,426 1,190,853 2,977,132 5,954,263 261,089,690.70 - OUTGOING FEEDER CUBICLE 16 set 16 set 234,609,890 3,753,758,242 595,426 9,526,822 2,977,132 47,634,108 3,810,919,171.13 - BUS SECTION WITH POWER CABLE CONNECTION FACILITIES 1 set 1 set 255,241,413 255,241,413 595,426 595,426 2,977,132 2,977,132 258,813,971.19 - INTERFACE CUBICLE WITH POWER CABLE CONNECTION FACILITIES 1 set 1 set 104,926,031 104,926,031 595,426 595,426 2,977,132 2,977,132 108,498,589.35

INCLUDING SINGLE RATE TARIFF METERING KWH-METER FOR INCOMING AND OUTGOING FEEDERS.

9 . 4 2 x 630 SQMM ALU 20 KV XLPE SINGEL CORE POWER CABLE/PHASE BETWEEN BUS-SECTION 1 lot 1 lot 39,298,139 39,298,139 119,085 119,085 1,190,853 1,190,853 40,608,077.01 CUBICLE AND INTERFACE CUBICLE, INCLUDING CABLE TERMINATIONS AND ACCESSORIES FORCONNECTION BETWEEN SETS OF 20 KV SWITCHGEAR TO COMPLETE THE SPECIFIED SCOPE OFWORK (TOTAL CABLE LEGTH IS APPOX 3 x 2 x 20 M)

9 . 5 SUITABLE LV POWER CABLE, CONTROL CABLE AD NECESSARY EQUIPMENT FOR SUBSTATION 1 lot 1 lot 104,199,611 104,199,611 4,763,411 4,763,411 14,885,659 14,885,659 123,848,680.63

AUXILIARY SUPPLY TO COMPLETE THE SPECIFIED SCOPE OF WORK.

SUB TOTAL A9 6,105,412,470 27,365,795 131,470,138 6,264,248,403.36

TOTAL A (1+2+3+4+5+6+7+8+9) 31,660,440,707 507,993,944 1,516,705,722 33,685,140,373.17

B SUBSTATION AUTOMATION

1 SUBSTATION AUTOMATION HARDWARE

1 . 1 OPERATOR WORK STATION CONSIST OF CPU, KEYBOARD & MOUSE, VDU, ...ETC. 1 lot 1 lot 929,865,421 929,865,421 2,977,132 2,977,132 89,313,952 89,313,952 1,022,156,505.10

Server, minimum 2,67 GHz, RAM 4GB,HD 2x500 GB, Windows, VDU LCD (17"), KVM extender -

1 . 2 LONGGER PRINTER. 1 set 1 set - - - - - - -

1 . 3 COLOUR LASER PRINTER 1 set 1 set - - - - - - -

1 . 4 GPS TIME REFERNCE CLOCK 1 set 1 set - - - - - - -

1 . 5 GATE WAY 1 set 1 set - - - - - - -

1 . 6 MODEM 2 sets 2 sets - - - - - - -

1 . 7 ETHERNET SWITCH FOR INTER-BAY SYSTEM-1. 1 lot 1 lot - - - - - - -

1 . 8 ETHERNET SWITCH FOR INTER-BAY SYSTEM-2. 0 lot 0 lot - - - - - - -

1 . 9 ETHERNET SWITCH FOR CONNECTION TO WAN. 1 set 1 set - - - - - - -

Switch ring menggunakan cooper redundant -

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9

1 . 10 OPTICAL CABLE FOR INTER BAY CONNECTION CORD. 1 lot 1 lot - - - - - - -

1 . 11 UTP CABLE TO CONNECTION IED FOR ETHERNET SWITCHES IN THE SAME CUBICLE 1 lot 1 lot - - - - - - -

1 . 12 RACK FOR SERVER, GATE WAY AND ETHERNET SWITCH. 1 set 1 set - - - - - - -

1 . 13 FURNITURE 1 lot 1 lot - - - - - - -

1 . 14 ENGINEERING TOOLS AND TEST EQUIPMENT FOR DOWNLOAD AND UP LOAD COMPLETE WITH 1 set 1 set - - - - - - -

1 . 15 MISCELLANOUS EQUIPMENT AND MATERIAL INCLUDING CABLES, UTP CABLE, TELEPHONE CABL 1 lot 1 lot - - - - - - -

CLAMPS, CONNECTORS, COMPRESSION TERMINAL, CONNECTION TO INDIVIDUAL ITEMS OF

EQUIPMENT, …. ETC, TO COMPLETE THE SCOPE OF WORKS.

SUB TOTAL B.1 929,865,421 2,977,132 89,313,952 1,022,156,505.10

2 SUBSTATION AUTOMATION SOFTWARE

2 . 1 OPERATING SYSTEM. 1 lot 1 lot 762,145,727 762,145,727 - - - - 762,145,726.94

2 . 2 BASIC SA SOFTWARE. 1 lot 1 lot Include - - - - - -

2 . 3 COMMUNICATION PROTOCOL WITH CONTROL CENTER CONSIST OF , 1 lot 1 lot Include - - - - - -

a. IEC 870-5-101 (Slave) - -

b. IEC 870-5-104 (Slave) - -

c. IEC 61850 - -

d. DNP 3 (Master) - -

e. MODBUS - -

2 . 4 HMI SOFTWARE. 1 lot 1 lot Include - - - - - -

2 . 5 CONFIGURATION AND SETTING SOFTWARE FOR IED 1 lot 1 lot Include - - - - - -

SUB TOTAL B.2 762,145,727 - - 762,145,726.94

3 AC SUPPLY EQUIPMENT FOR SUBSTATION AUTOMATION

3 . 1 INVERTER 1 set 1 set 78,590,324 78,590,324 595,426 595,426 1,786,279 1,786,279 80,972,029.22

Inverter 48 VDC ke 220 VAC, kapasitas 1 kVA

3 . 2 AC DISTRIBUTION BOARD 1 set 1 set 47,634,108 47,634,108 178,628 178,628 595,426 595,426 48,408,162.19

SUB TOTAL B.3 126,224,432 774,054 2,381,705 129,380,191.41

4 POWER LINE CARRIER FOR 150 KV SUBSTATION

4 . 1 DIGITAL PLC TERMINAL 2 set 2 set 412,451,832 824,903,664 1,190,853 2,381,705 8,931,395 17,862,790 845,148,160.01

- POWER TRANSMISSION = 50 WATTS

- TRANSMMISSION SPEED UP TO 76.8 KBIT/S

- PROGRAMMABLE FREQUENCY RANGE

- 3 UNCOMPRESSED VOICE CHANNELS

- DIGITAL DATA CHANNEL

- SERVICE TELEPHONE

4 . 2 LMU, COUPLING FILTER AND COAXIAL CABLE. 2 sets 2 sets 83,061,976 166,123,951 - - - - 166,123,951.42

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9

4 . 3 TELEPROTECTION EQUIPMENT (SUITABLE FOR PROPOSED DIGITAL PLC) 2 sets 2 sets 91,427,716 182,855,432 - - - - 182,855,431.83

4 . 4 CUBICLE AND ACCESSORIES 2 sets 2 sets 135,727,436 271,454,873 - - - - 271,454,872.59

4 . 5 PAX 0 set 0 set - - - - - - -

4 . 6 TELEPHONE TERMINAL. 6 sets 6 sets 37,184,376 223,106,253 - - - - 223,106,253.03

4 . 7 MISCELLANEOUS MATERIAL TO COMPLETE THE SYSTEM. 1 lot 1 lot 71,585,133 71,585,133 - - - - 71,585,132.83

SUB TOTAL B.4 1,740,029,306 2,381,705 17,862,790 1,760,273,801.71

5 DC POWER SUPPLAY

5 . 1 48 VDC BATTERY SUITABLE FOR SUPPLYING ALL 48 VDC FOR 8 HOURS DISCHARGE 1 set 1 set 93,976,855 93,976,855 595,426 595,426 2,977,132 2,977,132 97,549,413.30

(MINIMUM CAPACITY IS 240 AH 48 VDC, SUBJECT TO CALCULATION).

5 . 2 BATTERY CHARGER MIN 100 A FOR 48 VDC BATTERY COMPLETE WITH PANEL BOARD AND 1 set 1 set 107,558,292 107,558,292 297,713 297,713 1,190,853 1,190,853 109,046,857.93

INCLUDING 3 STEPS VOLTAGE DROPPER (SUBJECT TO CALCULATION).

5 . 3 48 VDC SWITCH FUSE DISTRIBUTION BOARD SUITABLE FOR 48 VDC BATTERY SET, 1 set 1 set 47,634,108 47,634,108 178,628 178,628 595,426 595,426 48,408,162.19

HV EQUIPMENT OF MINIMUM 10 BAYS, MV SWITCHGEAR, ... ETC TO COMPLETE THE SPECIFIED

INCLUDING NECESSARY SPARE MCB.

SUB TOTAL B.5 249,169,255 1,071,767 4,763,411 255,004,433.41

6 TELECOMUNICATION EQUIPMENT

6 . 1 NODE SDH-ADM 2 sets 2 sets 94,176,847 188,353,694 1,190,853 2,381,705 20,839,922 41,679,844 232,415,243.85

6 . 2 STM-4 LINE INTERFACE (2 PORTS) 2 ports 2 ports 54,523,381 109,046,763 - - - - 109,046,762.66

6 . 3 2 MB INTERFACE (8 PORTS) 2 ports 2 ports 4,337,014 8,674,028 - - - - 8,674,028.15

6 . 4 2 MB DIGITAL BRANCHING 2 sets 2 sets 40,644,743 81,289,487 - - - - 81,289,486.74

6 . 5 DIU DATA INTERFACING UNIT 64 KBPS (4 PORTS) 2 ports 2 ports 54,523,381 109,046,763 - - - - 109,046,762.66

6 . 6 VF 2/4 WIRE E/M INTERFACE (MIN 6 PORTS) 2 ports 2 ports 6,443,680 12,887,360 - - - - 12,887,360.27

6 . 7 VF/SUBSC INTERFACE (MIN 6 PORTS) 2 ports 2 ports 11,895,975 23,791,951 - - - - 23,791,950.79

6 . 8 MAIN DISTRIBUTION FRAME 2 sets 2 sets 15,464,747 30,929,493 - - - - 30,929,493.16

6 . 9 RACK/CABINET 1 lot 1 lot 40,644,743 40,644,743 - - - - 40,644,743.37

6 . 10 DIGITAL TELEPROTECTION 2 sets 2 sets 89,220,137 178,440,274 - - - - 178,440,274.00

6 . 11 PAX (8 TRUNKS - 8 SUBCRIBES) COMPLETE WITH TELEPHONE SET OF EACH SUBSCRIBER 0 set 0 set 187,802,591 - - - - - -

6 . 12 MISCELLANEOUS EQUIPMENT AND MATERIAL INCLUDING CABLES, PATCH CORD, PIG TAIL, 1 lot 1 lot 15,297,872 15,297,872 - - - - 15,297,872.39

TELEPHONE CABLE, CONNECTORS, COMPRESSION TERMINAL, CONNECTION TO INDIVIDUAL ITEMS

OF EQUIPMENT, ETC, TO COMPLETE THE SCOPE OF WORK.

SUB TOTAL B.6 798,402,428 2,381,705 41,679,844 842,463,978.03

TOTAL B (1+2+3+4+5+6) 4,605,836,569 9,586,364 156,001,703 4,771,424,636.60

BIDDER :

SIGNATURE :

FINAL REV 01 of 60







1 2 3 3 4 5 = 3 x 4 6 7 = 3 x 6 8 9 = 3 x 8 10 = 5 + 7 + 9

C MISCELLANEOUS

1 . 1 CCTV SYSTEM TO COMPLETE SPECIFIED SCOPE OF WORK 1 lot 1 lot 45,721,599 45,721,599 595,426 595,426 4,167,984 4,167,984 50,485,009.29

1 . 2 MISCELLANEOUS EQUIPMENT AND MATERIAL REQUIRED FOR COMPLETION THE SCOPE OF WO 1 lot 1 lot 2,679,419 2,679,419 119,085 119,085 595,426 595,426 3,393,930.19 FOR CCTV SYSTEM.

1 . 3 FAULT RECORDER EQUIPMENT FREE STANDING STEEL SHEET CUBICLE EQUIPPED WITH THE 2 sets 2 sets 218,279,405 436,558,810 119,085 238,171 1,786,279 3,572,558 440,369,538.46

FOLLOWINGS :

- FAULT RECORDING EQUIPMENT COMPRISING NECESSARY QUANTITY OF FAULT RECORDERS

EQUIPPED WITH OSCILLOGRAPH PRINTER TO RECORD THE INFORMATION OF THE 150 KV

SIDE AS SPECIFIED.

- THE RECORDER SHALL PROVIDED WITH DATE AND TIME INDICATORS AND TIME

SYNCHRONIZING EQUIPMENT CLOCK VIA SATELITE.

1 . 4 INTERFACE MARSHALLING CUBICLE FOR SCADA MINIMUM FOR 10 BAYS. 0 set 0 set - - 119,085 - 2,977,132 - -

- FREE STANDING SHEET STEEL CUBICLE FOR MARSHALLING AND TERMINATING

ALL CONNECTIONS BETWEEN SCADA AND THE CONTROL, RELAY AND

TELECOMMUNICATION IN THE SUBSTATION BUILDING.

- THE CUBICLE SHALL BE EQUIPPED WITH NECESSARY NUMBER OF TERMINAL

AND CABLE GLANDS.

1 . 5 MISCELLANEOUS EQUIPMENT AND MATERIAL REQUIRED FOR COMPLETION THE SCOPE OF WOR 0 lot 0 lot - - - - - - -

FOR FAULT RECORDING.

TOTAL C 484,959,827 952,682 8,335,969 494,248,477.95

D TRAINING FOR SUBSTATION AUTOMATION 1 lot 1 lot NA NA NA NA

Substation Automation Engineer ( 1 trainee, 45 duration)

Substation Automation Operation and Maintenance ( 1 trainee, 45 duration)

Telecommunication System/ Engineer ( 1 trainee, 45 duration)

Substation Telecommunication Operation and Maintenance Staff ( 1 trainee, 45 duration)

TOTAL D - - - -

GRAND TOTAL (A+B+C+D) 36,751,237,103 518,532,990 1,681,043,395 38,950,813,487.73

Name of Bidder :

Signature of Bidder :REV.01

Total Civil work 19 of 1RAB GI 150 KV SUKATANI GOBEL

GARDU INDUK 150 KV SUKATANI GOBEL PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES

CIVIL WORKS

NO. DESCRIPTIONTOTAL PRICE PRICE ADDED WORK

(IDR) (IDR)1 2 3 4

1 Bill No 1 : Control Building

- For 150 kV Room 1,235,752,297 -

- For 20 kV Room 1,496,818,886 -

2 Bill No 2 : Switchyard 3,767,524,329 1,583,536,060

3 Bill No 3 : Miscellaneous - -

Total Price Schedule 1 for Civil work 6,500,095,512 1,583,536,060

Name of Bidder :


CBL-150kV 20 of 60 RAB GI 150KV SUKATANI GOBEL


CIVIL WORKSBILL NO 1 : CONTROL BUILDING

NO. DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE

(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5

CONTROL BUILDING FOR 150 KV ROOM

I PREPARATION WORK

1 Building Permit ( Ijin Mendirikan Bangunan / IMB ) ls 1.00 28,461,379 28,461,379

2 Site clearing 181.25 7,315 1,325,767

3 Setting survey and installation of setting plan ls 1.00 11,384,552 11,384,552

4 Site office ( 4m x 6 m ) ls 1.00 20,492,193 20,492,193

5 Site storage ( 4 m x 10 m ) ls 1.00 22,769,104 22,769,104

6 Soil investigation for controle building :

SPT, DCPT, Core Drilling and Test Lab ls 1.00 8,538,414 8,538,414

Report Sets 3.00 1,707,683 5,123,048

II EARTH WORK

1 Excavation work 357.08 40,131 14,329,815

2 Backfiil 225.11 23,737 5,343,389

3 Sand layer ( compacted sand, thickness 10 cm ) 5.53 179,477 992,151

III CONCRETE REINFORCEMENT AND INSTALATION WORK

1 Lean concrete K100 ( for foundation and plain thickness 5 cm ) 4.00 986,756 3,947,024

2 Foundation work ( concrete K 225, Fe : 125 kg/m3 ) 26.16 3,406,315 89,109,196

3 Sloof work ( concrete K 225, Fe : 150 kg/m3 ) 5.47 3,806,909 20,804,756

4 Column work ( concrete K 225, Fe : 150 kg/m3 ) 6.19 3,806,909 23,572,379

5 Ring balk work ( concrete K 225, Fe : 150 kg/m3 ) 10.94 3,806,909 41,643,775

6 Cannopy work ( concrete K 225, Fe : 125 kg/m3 ) 8.46 3,406,315 28,824,236

7 Column, sloof and ring balk practical work ( concrete K 175, Fe : 100 kg/m3 ) 2.39 2,922,227 6,978,277

8 Stone masonry ad 1 pc : 3 sand 47.44 768,582 36,461,553

9 A half brick wall ad 1 pc : 4 sand 351.33 843,988 296,514,103

10 Ceramic of floor ad 1 pc : 3 sand 156.00 131,975 20,588,165

11 Ceramic of wall 41.35 133,700 5,528,502

12 Plaster ad 1 pc : 4 sand 579.91 38,188 22,145,839

13 Drainage for control building 45.00 546,256 24,581,513

14 Water proofing 46.48 39,846 1,852,039

IV ROOF AND CELLING WORK

1 Steel trusses complete with connection kg 1,758.00 26,327 46,282,472

2 Purlin kg 1,424.00 26,327 37,489,329

3 Wind bracing and tie rod kg 30.00 21,061 631,843

4 Corrugated metal sheet complete with accessories 220.00 105,876 23,292,793

5 Gypsum thickness 9 mm complete with hollow steel frame 163.80 79,407 13,006,907

6 Listplank wooden 3/30 45.00 187,845 8,453,030

7 Pipe vertical PVC dia 4 inc 65.00 56,923 3,699,979

V DOOR AND WINDOWS WORK

1 Glass door complete with aluminium frame and accessories:

- Type PJ1 unit 1.00 1,314,916 1,314,916

- Type P2 unit 2.00 1,248,316 2,496,632

- Type B2+J unit - -

- Type P1 unit 2.00 1,248,316 2,496,632

- Type P1A unit - -

- Type P3 unit - -

2 Glass ventilation complete with aluminium frame and accessories:

- Type B2 unit 2.00 1,247,178 2,494,355

- Type BV2+ unit - -

- Type B3+ unit 1.00 1,270,516 1,270,516

- Type B4 unit 7.00 1,401,438 9,810,068

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m1

m2

m2

m2

m1

m1

Name of Bidder :






(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5


VI SANITARY WORK

1 Bath basin complete with accessories No 1.00 174,831 174,831

2 Squatting water closed complete with accessories No 1.00 312,777 312,777

3 Wash basin complete with accessories No 1.00 5,209,002 5,209,002

4 Installation of water supply pipe PVC dia 1/2 inc complete with clamp ls 1.00 147,999 147,999

and accessories

5 Installation of water waste pipe PVC dia 3 inc complete with clamp ls 1.00 1,604,152 1,604,152

and accessories -

6 Water tank and jet pump 500 watt included steel structures tower unit 1.00 1,366,146 1,366,146

( cap : 1 m3 ) and installation of pipe -

7 Septictank cap 1.5 m3 included infiltrate cap 2 m3 complete with

palm fibre and sand stone unit 1.00 2,837,530 2,837,530

-

VII PAINTING WORK

1 Steel painting 22.00 65,951 1,450,916

2 Wall and celling painting 954.68 22,843 21,807,854

VIII FINISHING WORK

1 Door closer No 8.00 339,089 2,712,711

2 Hinge for window (1 set= 2 pcs) set 2.00 58,653 117,306

3 Hinge for door (1 set= 3 pcs) set 8.00 79,732 637,854

4 Grendel for window (1 set= 2 pcs) No 2.00 54,987 109,975

5 Grendel for door double swing No 2.00 40,324 80,648

6 wind hook of window (1 set = 2 pcs) set 2.00 45,823 91,646

7 Key door No 8.00 274,937 2,199,495

IX CABLE DUCT

1 Concrete cable duct ( K 175; Fe : 100 kg m3 )

included galvanized cable tray steel anggle 50.50.4 and plate bordes m -

for type cable duct I -


included galvanized cable tray steel anggle 50.50.4 and plate bordes m 20.57 2,922,227 60,110,201

for type cable duct II -



for type cable duct III -



for type cable duct IV -


included galvanized cable tray steel anggle 50.50.4 and plate bordes m

for type cable duct V

m2

m2

Name of Bidder :






(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5


X INSTALATION OF ELECTRICAL AND MECANICAL WORK

1 AC split 2PK complete with accessories (stop contact and wiring) No 3.00 9,187,333 27,562,000

2 AC split 1 PK complete with accessories (stop contact and wiring) No 2.00 6,124,889 12,249,778

3 Exhaus fan 40 Watt complete with accessories (stop contact and wiring) No 1.00 853,841 853,841

4 Box panel MCB complete with accessories No 1.00 6,830,731 6,830,731

5 Price for capacity electrical 20000 VA ls 1.00 6,830,731 6,830,731

6 Emergency lighting included wiring and lamp 100 watt No 6.00 1,320,608 7,923,648

7 indoor luminaires type flourescent fitting 2 x 40 watt inluded installation

wiring and switch No 10.00 588,581 5,885,813

8 indoor luminaires type flourescent fitting 1 x 40 watt inluded installation No 12.00 307,383 3,688,595

wiring and switch

9 Clear lamp celling 60 watt included installation wiring and switch No 12.00 307,383 3,688,595

10 Stop contact inluded installation wiring No 8.00 216,306 1,730,452

XI LIGHTNING PROTECTION

1 Arder/ground rod icluded pipa and cable BC 25 mm2 and all accessories Lot 1.00 5,692,276 5,692,276

clamps steel plate, material support and pole, grounding system for

controle building

XII FIRE ALARM

1 Alarm bell 6'' ( 150 mm ) diameter included installation wiring No 1.00 563,581 563,581

2 Smoke detector included installation wiring No 6.00 581,978 3,491,870

3 Fixed and rate of rice temperature detector included installation wiring No 2.00 327,875 655,750

4 MCFA ( Master control fire alarm ) included indication lamp, battery

rectifier and all accessories No 1.00 17,389,903 17,389,903

XII FIRE FIGHTING EQUIPMENT

1 Portable fire extinghuister ( 5 kg hallon ) No 4.00 3,984,593 15,938,373

2 Hydrant and accessories included installation of pipe Lot 1.00 12,346,091 12,346,091

3 Lot 1.00 19,922,966 19,922,966

included installation of pipe

TOTAL 1,235,752,297

Anderground Water tank (cap : 10 m3) and jet pump

Name of Bidder :




CIVIL WORKSBILL NO 1 : 20 KV ROOM


(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5


I PREPARATION WORK1 Building Permit ( Ijin Mendirikan Bangunan / IMB ) ls 1.00 28,461,379 28,461,379 2 Site clearing 312.50 7,315 2,285,805 3 Setting survey and installation of setting plan ls 1.00 11,384,552 11,384,552 4 Site office ( 4m x 6 m ) ls 1.00 20,492,193 20,492,193 5 Site storage ( 4 m x 10 m ) ls 1.00 22,769,104 22,769,104 6 Soil investigation for controle building :

SPT, DCPT, Core Drilling and Test Lab ls 1.00 8,538,414 8,538,414 Report Sets 1.00 1,707,683 1,707,683

II EARTH WORK1 Excavation work 618.93 40,131 24,837,998 2 Backfiil 390.19 23,737 9,261,858 3 Sand layer ( compacted sand ) 6.32 179,477 1,135,015

III CONCRETE REINFORCEMENT AND INSTALATION WORK1 Lean concrete B100 ( for foundation and plain thickness 5 cm ) 6.00 986,756 5,920,536 2 Foundation work ( concrete K 225, Fe : 125 kg/m3 ) 39.24 3,406,315 133,663,794 3 Sloof work ( concrete K 225, Fe : 150 kg/m3 ) 5.47 3,806,909 20,804,756 4 Column work ( concrete K 225, Fe : 150 kg/m3 ) 9.29 3,806,909 35,358,568 5 Ring balk work ( concrete K 225, Fe : 150 kg/m3 ) 16.03 3,806,909 61,005,713 6 Cannopy work ( concrete K 225, Fe : 125 kg/m3 ) 10.62 3,406,315 36,161,438 7 Column, sloof and ring balk practical work ( concrete K 175, Fe : 100 kg/m3 ) 1.17 2,922,227 3,404,394 8 Stone masonry ad 1 pc : 3 sand 82.85 768,582 63,677,058 9 A half brick wall ad 1 pc : 4 sand 327.83 843,988 276,682,916

10 Ceramic of floor ad 1 pc : 3 sand 269.10 131,975 35,514,585 11 Ceramic of wall 36.99 133,700 4,945,837 12 Plaster ad 1 pc : 4 sand 560.47 38,188 21,403,343 13 Drainage for control building 69.80 546,256 38,128,658 14 Water proofing 113.52 39,846 4,523,310

IV ROOF AND CELLING WORK1 Steel trusses complete with connection kg 2,380.00 26,327 62,657,727 2 Purlin kg 2,535.00 26,327 66,738,377 3 Wind bracing and tie rod kg 205.00 21,061 4,317,591 4 Corrugated metal sheet complete with accessories 385.00 105,876 40,762,388 5 Gypsum thickness 9 mm complete with hollow steel frame 264.00 79,407 20,963,514 6 Listplank wooden 3/30 51.00 187,845 9,580,100 7 Pipe vertical PVC dia 4 inc 80.00 56,923 4,553,821

V DOOR AND WINDOWS WORK1 Glass door complete with aluminium frame and accessories:

- Type PJ1 unit - 1,314,916 - - Type P2 unit 1.00 1,248,316 1,248,316 - Type B2+J unit - - - Type P1 unit 4.00 1,248,316 4,993,264 - Type P1A unit 1.00 1,248,316 1,248,316 - Type P3 unit 1.00 1,248,316 1,248,316

2 Glass ventilation complete with aluminium frame and accessories: - Type B2 unit 4.00 1,247,178 4,988,711 - Type BV2+ unit 1.00 1,247,178 1,247,178 - Type B3+ unit - 1,270,516 - - Type B4 unit 6.00 1,401,438 8,408,630

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m1

m2

m2

m2

m1

m1

Name of Bidder :






(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5


VI SANITARY WORK1 Bath basin complete with accessories No 1.00 174,831 174,831 2 Squatting water closed complete with accessories No 1.00 312,777 312,777 3 Wash basin complete with accessories No 1.00 5,209,002 5,209,002 4 Installation of water supply pipe PVC dia 1/2 inc complete with clamp ls 1.00 147,999 147,999

and accessories5 Installation of water waste pipe PVC dia 3 inc complete with clamp ls 1.00 1,604,152 1,604,152

and accessories6 Water tank and jet pump 500 watt included steel structures tower unit 1.00 1,366,146 1,366,146

( cap : 1 m3 ) and installation of pipe7 Septictank cap 1.5 m3 included infiltrate cap 2 m3 complete with

palm fibre and sand stone unit 1.00 2,837,530 2,837,530

VII PAINTING WORK1 Steel painting 19.00 65,951 1,253,063 2 Wall and celling painting 977.55 22,843 22,330,276

VIII FINISHING WORK1 Door closer No 7.00 339,089 2,373,622 2 Hinge for window (1 set= 2 pcs) set3 Hinge for door (1 set= 3 pcs) set 7.00 79,732 558,122 4 Grendel for window (1 set= 2 pcs) No5 Grendel for door double swing No 1.00 40,324 40,324 6 wind hook of window (1 set = 2 pcs) set7 Key door No 8.00 274,937 2,199,495

IX CABLE DUCT1 Concrete cable duct ( K 175; Fe : 100 kg m3 )

included galvanized cable tray steel anggle 50.50.4 and plate bordes m 41.95 2,922,227 122,587,406 for type cable duct I

2 Concrete cable duct ( K 175; Fe : 100 kg m3 )included galvanized cable tray steel anggle 50.50.4 and plate bordes m 11.20 2,922,227 32,728,938 for type cable duct II

3 Concrete cable duct ( K 175; Fe : 100 kg m3 )included galvanized cable tray steel anggle 50.50.4 and plate bordes m - for type cable duct III

4 Concrete cable duct ( K 175; Fe : 100 kg m3 )included galvanized cable tray steel anggle 50.50.4 and plate bordes m 2.05 2,922,227 5,990,565 for type cable duct IV

5 Concrete cable duct ( K 175; Fe : 100 kg m3 )included galvanized cable tray steel anggle 50.50.4 and plate bordes mfor type cable duct V

m2

m2

Name of Bidder :






(Rp) (Rp) 1 2 3 4 5 6 = 4 X 5

CONTROL BUILDING FOR 20 KV ROOMX INSTALATION OF ELECTRICAL AND MECANICAL WORK

1 AC split 2PK complete with accessories (stop contact and wiring) No 4.00 9,187,333 36,749,333 2 AC split 1 PK complete with accessories (stop contact and wiring) No 2.00 6,124,889 12,249,778 3 Exhaus fan 40 Watt complete with accessories (stop contact and wiring) No 10.00 853,841 8,538,414 4 Box panel MCB complete with accessories No 1.00 6,830,731 6,830,731 5 Price for capacity electrical 20000 VA ls 1.00 6,830,731 6,830,731 6 Emergency lighting included wiring and lamp 100 watt No 5.00 1,320,608 6,603,040 7 indoor luminaires type flourescent fitting 2 x 40 watt inluded installation

wiring and switch No 10.00 588,581 5,885,813 8 indoor luminaires type flourescent fitting 1 x 40 watt inluded installation No 3.00 307,383 922,149

wiring and switch9 Clear lamp celling 60 watt inluded installation wiring and switch No 7.00 307,383 2,151,680

10 Stop contact inluded installation wiring No 5.00 216,306 1,081,532

XI LIGHTNING PROTECTION1 Arder/ground rod icluded pipa and cable BC 25 mm2 and all accessories Lot 1.00 5,692,276 5,692,276

clamps steel plate, material support and pole, grounding system forcontrole building

XII FIRE ALARM1 Alarm bell 6'' ( 150 mm ) diameter included installation wiring No 1.00 563,581 563,581 2 Smoke detector included installation wiring No 10.00 581,978 5,819,783 3 Fixed and rate of rice temperature detector included installation wiring No 2.00 327,875 655,750 4 MCFA ( Master control fire alarm ) included indication lamp, battery

rectifier and all accessories No 1.00 17,389,903 17,389,903

XII FIRE FIGHTING EQUIPMENT1 Portable fire extinghuister ( 5 kg hallon ) No 10.00 3,984,593 39,845,931 2 Hydrant and accessories included installation of pipe Lot 1.00 12,346,091 12,346,091 3 Lot 1.00 19,922,966 19,922,966

included installation of pipe

TOTAL 1,496,818,886

Anderground Water tank (cap : 10 m3) and jet pump

Name of Bidder :

Signature of Bidder :

REV. 01 Switchyard 26 of 60 RAB GI 150 KV SUKATANI GOBEL


CIVIL WORKS

BILL NO 2 : SWITCHYARD FOR CIVIL WORKS

4LB, 2TB, 1BC, 1 SB

UNIT PRICE TOTAL PRICE UNIT PRICENO DESCRIPTION UNIT QTY LOCAL CURRENCY LOCAL ADDED WORK

PORTION(RUPIAH) (RUPIAH) (RUPIAH)

1 2 3 4 5 6 = 4 x 5

I Foundation for 150 kV

1 Circuit Breakers Set 7 9,022,261 63,155,830 2 Capacitor Voltage Transformer Unit 14 3,050,836 42,711,710 3 Current Transformer Unit 24 2,572,849 61,748,370 4 Surge Arrester Unit 18 2,449,150 44,084,708 5 Post Insulator Unit 4 6,724,677 26,898,706 6 Marshalling Kiosks Unit 7 4,959,520 34,716,638 7 Neutral Grounding Resistors Unit 1 6,072,361 6,072,361 8 Power Transformer (60 MVA) Unit 2 93,956,387 187,912,774 9 Disconnecting Switches (DS) Set 14 16,552,049 231,728,683

10 Disconnecting /& Earthing Switches (DS/E) Set 4 16,552,049 66,208,195 11 Post For Gantries TW1 Unit 18 41,442,889 745,972,008 12 Post For Gantries TW2 Unit 5 41,442,889 207,214,447 13 Service transformer Unit 1 4,056,934 4,056,934 14 Fire Wall for trafo Unit 3 37,298,600 111,895,801 15 Oil Pit Unit 1 21,511,140 21,511,140

TOTAL I 1,855,888,306

Name of Bidder :




CIVIL WORKS


4LB, 2TB, 1BC, 1 SB



1 2 3 4 5 6 = 4 x 5

II Site Works

1 Earth Work

a. Site Clearing 7,056 7,315 51,611,638

b. Common Excavation - -

c. Back fill with selected material - -

d. Import fill with selected material - -

e. Slope protection (stone masonry) - -

f. Soil Disposal - -

g. Plank name project unit 1 960,991 960,991

h. Fence security of project 2 m high m' 126 793,417 99,970,595

i. Bouwplank m' 364 76,205 27,738,745

2 Road (new)

a. Prepare compacted subgrade - -

b. Macadam surface course - -

c. Base structure (Sub base & Base coarse) 728 214,441 156,112,725

d. 50 mm Asphalt hot mix 728 16,508 12,017,533

e. 50 mm Asphalt penetration - -

3 a. Kerbs (15x30x50cm) m' 364 223,371 81,307,105 b. Kerbs (20x30x50cm) m' - -

4

- BRC 1.20 m height m' - - BRC 1.90 m height m' 364 793,417 288,803,941

m' - Galvanized wire mesh 1.65 m height m'

m'

5 Gate complete with pole, accessories and foundation - BRC 1.90 m height, 6 m width unit 2 4,334,440 8,668,880 - BRC 1.20 m height, 5 m width unit -

6 Landscaping - -

7 Gravel (dia 3 - 5 cm); t = 15 cm 7,056 32,122 226,649,395 8

a. Cable trench type I (large) m' 223 1,538,494 343,084,222 b. Cable trench type 2 (medium) m' 231 1,301,854 300,728,197 c. Cable trench type 3 (small) m' 224 693,502 155,344,559 d. Cable trench (Crossing Road) m' 10 2,103,242 21,032,419

9 Soil investigation for switchyard : SPT, DCPT, Core Drilling and Test Lab ls 1 11,384,552 11,384,552 Report ls 3 1,138,455 3,415,366

10 Drainage m' - - 11 Sub soil Drainage dia 30 including gravel & Palm fibre m' 240 274,510 65,882,401 12 Post security (2m x 4 m) unit - 13 Loading test no - 14 Drainage Around Switchyard ls 1 402,070,059.61 15 Mini Pile m' 3,366 351,000.00

TOTAL II 1,854,713,264

m2

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

Fence complete with barbed wire,accessories and foundation

- Fabricated concrete 1.00 m height (lower part) and BRC 1.20 m height (upper part)

- Fence Brick Wall 2.40 m height (lower part) and wire mesh 0.60 m height (upper part)

m2

m2

Cable trench (K175,BJTP40,incld cover, galvanized cable tray L 50.50.5 and PVC pipe)

Name of Bidder :




CIVIL WORKS


4LB, 2TB, 1BC, 1 SB



1 2 3 4 5 6 = 4 x 5

III Site and Road Lighting

1

NO 2 28,461,379 56,922,759

2

NO -

3

NO -

4

Set -

TOTAL III 56,922,759

TOTAL SIPIL SWITCHYARD (I+II+III) 3,767,524,329

Mercury Vapour Flouresent light 1 x 400 W complete with lighting column 9 m high, fuse box, grounding system and installation of cable conduit and wiring and all accessories and foundation of column

Mercury Vapour Flouresent light 1 x 250 W complete with support, fuse box, grounding system and installation of cable conduit and wiring and all accessories for Switchyard

Mercury Vapour Flouresent light 1 x 80 W complete with lighting column 2 m high, fuse box, grounding system and installation of cable conduit and wiring and all accessories and foundation of column

Lighting panel outdoor complete with foto cell switch fuse, mcb, grounding system indicator wiring and all accessories (foto cell) and foundation of panel

Name of Bidder :



TOTAL PRICEADDED WORK

(RUPIAH)

Name of Bidder :




(RUPIAH)

402,070,059.61 1,181,466,000.00

1,583,536,060

Name of Bidder :




(RUPIAH)

1,583,536,060

Name of Bidder :


REV.01 Miscellaneous 32 of 60RAB GI 150 KV BALAPULANG

PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS

BILL NO 3 : MISCELLANEOUS WORKS

0UNIT PRICE TOTAL PRICE

NO DESCRIPTION UNIT QTY LOCAL CURRENCY LOCALPORTION(RUPIAH) (RUPIAH)

1 2 3 4 5 6 = 4 x 5

1 Concrete Work

1.1 Concrete K 175 0 1,148,542

1.2 Concrete K 225 0 1232036.19537999

1.3 Concrete K 500 0 1476462.52244346

2 Reinforcement Work

2.1 Reinforcement steel U 24/ BJTP - 24 kg 0 16,024 2.2 Reinforcement steel U 32/ BJTD - 40 kg 0 16621.4456223876

3 Excavation Work

3.1 Excavation of Soil 0 40,131

3.2 Excavation of Rock 0 73487.2818441864

4 Filling Work

3.1 Back Filling 0 23736.7904949851

3.2 Import Filling 0 162867.397995806

5 Steel Work

3.1 Steel trusses comply with connection kg 03.2 Wind Bracing and Tic Rod kg 03.3 Steel Structure for Gantry ton 0

6 Bored Pile / Driven Pile/ Wooden Pile

6.1 Bored Pile dia. 60 cm m' 0 - 6.2 Driven Pile dia.40 cm m' 06.3 Wooden Pile dia 8- 10 cm m' 0

TOTAL -

m3

m3

m3

m3

m3

m3

m3

ANALISA HARGA SATUANPENGADAAN DAN PEMASANGAN PERALATAN GARDU INDUK 150 kV SUKATANI GAOBEL

NO DESCRIPTION UNIT QTYMATERIAL UPAH MATERIAL TOTAL PRICE(RUPIAH) (RUPIAH) (RUPIAH) UPAH

(RUPIAH)

1 1 (one) plank name of project

- Material - Triplex12 mm shett 1.00 153,691 153,691 - Beam meranti 6/12 frame 3.00 187,845 563,535 - Colour paint kg 2.00 22,769 45,538 - Nail kg 0.50 25,615 12,808

- Concrete 1 pc : 3 sand : 5 split 0.07 374,267 24,327

- Remuneration - Paint worker man/day 1.00 62,615 62,615 - Worker man/day 2.00 45,538 91,076 - Supervisor man/day 0.10 74,000 7,400

799,900 161,091 960,991

2 1 (one) m fence security of project 2 m hight

- Material - Dolken stick 1.00 31,308 31,308 - Plank meranti 2/20 sheet 0.07 187,845 13,149 - Zinc sheet 1.20 70,584 84,701 - Nail kg 0.50 25,615 12,808

- Remuneration - Carpenter man/day 0.50 62,615 31,308 - Supervisor man/day 0.05 74,000 3,700

141,965 35,007 176,973

3 1 (one) m Bowplank

- Material

- Plank meranti 2/20 0.01 3,016,906 30,169

- Tiang Pancang 0.01 3,016,906 30,169 - Nail kg 0.25 25,615 6,404

- Remuneration - Carpenter man/day 0.090 62,615 5,635 - Kepala Tukang man/day 0.020 74,000 1,480 - Worker man/day 0.028 45,538 1,275 - Supervisor man/day 0.015 74,000 1,073

66,742 9,463 76,205

4

- Worker man/day 0.800 45,538 36,431 - Supervisor man/day 0.050 74,000 3,700

- 40,131 40,131

5

- Worker man/day 1.50 45,538 68,307 - Supervisor man/day 0.07 74,000 5,180

- 73,487 73,487

6

- Worker man/day 0.44 45,538 20,037 - Supervisor man/day 0.05 - 74,000 3,700

m3

m3

m3

1 m3 Excavation of Soil

1 m3 Excavation of Rock

1 m3 Back Filling



(RUPIAH) - 23,737

23,737

7 - Material

- Soil 1.20 123,722 148,466 - Remuneration - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.01 74,000 740

148,466 14,401 162,867

8

- Material

- Sand 1.00 165,076 165,076 - Remuneration - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.01 74,000 740

165,076 14,401

179,477

9

- Material - Red brick unit 500.00 569 284,614 - Portland cement (PC) kg 104.50 1,480 154,659

- Sand 0.41 165,076 67,021

- Remuneration - Tukang man/day 1.50 62,615 93,923 - Kepala Tukang man/day 0.15 74,000 11,100 - Pekerja man/day 4.50 45,538 204,922 - Mandor man/day 0.38 74,000 27,750

506,294 337,694 843,988

10

- Material - Portland cement (PC) kg 4.48 1,480 6,630

- Sand 0.02 165,076 2,641

- Remuneration - Brick layer man/day 0.22 62,615 13,775 - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.02 74,000 1,480

9,272 28,917 38,188

11


- Sand 0.01 165,076 1,882

- Remuneration - Brick layer man/day 0.10 62,615 6,262 - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.01 74,000 740

12,449 20,663 33,112

1 m3 Import Filling

m3

1 m3 Compacted Sand layer

m3

1 m2 Compacted Sand layer (tebal 10 Cm)

1 m3 Brick 1 pc : 4 ps

m3

1 m2 plaster cement 1 pc : 4 ps thickness 10 mm

m3

1 m2 Brafend 1 pc : 2 ps

m3



(RUPIAH)

12


- Sand 0.04 165,076 6,603

- Remuneration - Brick layer man/day 0.10 62,615 6,262 - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.01 74,000 740

13,026 20,663 33,689

13


- Sand 0.57 165,076 94,093

- crushstone 0.95 176,461 167,638

- Equipment - Concrete mixer hour 1.10 39,846 43,831

- Remuneration - Tukang Batu man/day 0.50 62,615 31,308 - Pekerja man/day 6.00 45,538 273,229 - Supervisor man/day 0.30 74,000 22,200 - Kepala Tukang man/day 0.05 74,000 3,700

612,489 374,267 986,756

14


- Sand 0.54 165,076 89,141

- crushstone 0.85 176,461 150,344



742,683 405,859 1,148,542

15


- Sand 0.49 165,076 80,887

- crushstone 0.81 176,461 142,933



1 m2 Brafend 1 pc : 4 ps

m3

1 m3 Concrete 1 pc : 3 sand : 5 split

m3

m3

1 m3 Concrete K 175

m3

m3

1 m3 Concrete K 225

m3

m3



(RUPIAH) 826,177 405,859

1,232,036

16


- Sand 0.50 165,076 83,198

- crushstone 0.66 176,461 117,170



1,070,603 405,859 1,476,463

17 - Material

- stone masonry 1.10 176,461 194,107 - Portland cement (PC) kg 252.00 1,480 372,958

- Sand 0.43 165,076 70,983


638,047 258,657 896,704

18 - Material

- stone masonry 1.10 176,461 194,107 - Portland cement (PC) kg 185.00 1,480 273,798

- Sand 0.56 165,076 92,112


560,017 208,565 19 100 kg steel work : 768,582

- Material - Steel Bar (Reinforcement) U 24, BJTP-24 kg 105.00 12,523 1,314,916 - concreteWire kg 1.50 22,769 34,154

- Remuneration - Steel worker man/day 2.00 62,615 125,230 - Worker man/day 2.00 45,538 91,076 - Supervisor man/day 0.50 74,000 37,000

1,349,069 253,306 Per kg 13,491 2,533

16,024 20 100 kg steel work :

- Material

1 m3 Concrete K 500

m3

m3

1 m3 stone Masonry 1 PC : 2 Sand

m3

m3

1 m3 stone Masonry 1 PC : 3 Sand

m3

m3



(RUPIAH) - Steel Bar (Reinforcement) U 32, BJTD-30 kg 105.00 13,092 1,374,685 - concreteWire kg 1.50 22,769 34,154


1,408,838 253,306 Per kg 14,088 2,533

16,621 21 1.00 ton stell Structure

- Material - Steel Structure (HTS) ton 0.68 19,922,966 13,597,424 - Steel Structure (MS) ton 0.37 18,784,510 6,903,308 - Bolt and Nuts NO 120.00 17,077 2,049,219 - Band plate ton 0.04 19,922,966 697,304


23,247,255 1,684,914 Per kg 23,247 1,685

24,932

22

- Material

- Wooden 0.04 3,016,906 120,676 - Nail kg 0.75 25,615 19,211

3.00 - Remuneration - Tukang man/day 0.26 62,615 16,280 - Kepala Tukang man/day 0.00 62,615 - - Pekerja man/day 0.30 45,538 13,661 - Mandor man/day 0.02 74,000 1,480

139,888 31,421 171,309

23 - Material - triplex (4 mm 4'x8'x4) sheet 0.34 85,384 29,347

- List Profile 2.08 17,077 35,571 - Nail kg 0.15 25,615 3,842

- Wooden 0.01 3,016,906 24,135

- Remuneration - Carpenter man/day 0.40 62,615 25,046 - Worker man/day 0.50 45,538 22,769 - Supervisor man/day 0.00 74,000 222

92,895 48,037 140,932

24 - Material

- Ceramic tile 30x30 1.05 45,538 47,815 - Portland Cement (PC) kg 10.00 1,480 14,800

- Sand 0.05 165,076 7,428

- Remuneration - Brick layer man/day 0.36 62,615 22,541

1 m2 Formwork

m3

1 m2 Ceilling (include. Frame & hanger)

m1

m3

1 m2 Floor Ceramic

m2

m3



(RUPIAH) - Worker man/day 0.80 45,538 36,431 - Supervisor man/day 0.04 74,000 2,960

70,043 61,932 131,975

25 - Material

- Ceramic tile 10x10 1.05 45,538 47,815 - Portland Cement (PC) kg 9.30 1,480 13,764


61,579 72,121 133,700

26

- Material

- Corrugated metal steel 1.05 70,584 74,113 - Nail drat pcs 9.00 2,846 25,615 - Remuneration - Carpenter man/day 2.00 62,615 125,230 - Worker man/day 0.10 45,538 4,554 - Supervisor man/day 0.00 74,000 74

99,729 129,858 229,587

27

- Material -Naturally Paint (Meni) kg 0.20 28,461 5,692 - Colour painting steel kg 0.35 22,769 7,969 - Sand Paper sheet 0.10 4,554 455 - Kuas NO 0.10 11,385 1,138

0.01 - Remuneration - Worker Paint man/day 0.10 62,615 6,262 - Worker man/day 0.25 45,538 11,385 - Supervisor man/day 0.00 74,000 74

15,255 17,720 32,975

28

- Material - Plamur kg 0.15 22,769 3,415 - Colour painting wall kg 0.35 22,769 7,969 - Sand Paper sheet 0.10 4,554 455 - Kuas / Rol NO 0.01 11,385 114

- Remuneration - Worker Paint man/day 0.10 62,615 6,262 - Worker man/day 0.10 45,538 4,554 - Supervisor man/day 0.00 74,000 74

11,954 10,889 22,843

29

- Soil Excavation

1 m2 Wall Ceramic

m2

1 m2 Metal Roof

m2

1 m2 Steel painting

1 m2 Wall painting

1 m2 Road (New)

1 m2 Base Structure



(RUPIAH)

- Common Excavation 1.00 40,131 40,131

- Back fill 1.00 23,737 23,737 - Sub Base Coarce

- Comp. Sand gravel (sirtu) 300 mm thick 0.36 179,477 64,612 - Base Coarce

- Crush stone 3 - 5, 250 mm thick 0.28 176,461 48,527

- Remuneration - Pekerja man/day 0.68 45,538 30,738 - Mandor man/day 0.06 74,000 4,647 - Stomwalls operator hour 0.02 85,384 2,049

177,006 37,435 214,441

30 - Material - Aspalt hot 60/70 kg 8.40 16,508 138,664

- Crushed stone 2 - 3 cm 0.06 176,461 10,588

- Dust split 0.01 176,461 2,118

- Split 0.02 187,845 4,508

- Firewood 0.01 187,845 2,029

- Remuneration - Pekerja man/day 0.43 45,538 19,673 - Kepala Tukang man/day 0.07 74,000 5,328 - Mandor man/day 0.02 74,000 1,598 - Operator hour 0.01 85,384 615

157,906 27,214 185,120

31 1 m' Cable Trench Type 1 (large)( width > 80 cm )

- Excavation of soil 1.69 40,131 67,821

- Backfilling 0.37 23,737 8,783

- Compacted sand layer 0.12 179,477 21,717

- Lean concrete 1:3:5 0.06 986,756 59,205

- Reinforced Concrete Grade 225/20 0.45 2,237,748 1,006,986 - Galvanized Steel L50x50x5 kg 15.00 24,932 373,983

1,538,494 1,538,494

32 1 m' Cable Trench Type 2 (medium)


- Backfilling 0.60 23,737 14,242


- Lean concrete 1:3:5 0.12 986,756 118,411

- Reinforced Concrete Grade 225/20 0.36 2,237,748 805,589 - Galvanized Steel L50x50x5 kg 11.00 24,932 274,254

1,301,854 1,301,854

33 1 m' Cable Trench Type 3 (small)( width < 60 cm )


- Backfilling 0.36 23,737 8,545


m3

m3

m3

m3

1 m2 Penetration thickness 6 cm

m3

m3

m3

m3

m3

m3

m3

m3

m3

( width > 60 cm , < 80 cm )

m3

m3

m3

m3

m3

m3

m3

m3



(RUPIAH)

- Lean concrete 1:3:5 0.04 986,756 39,470

- Reinforced Concrete Grade 225/20 0.21 2,237,748 469,927 - Galvanized Steel L50x50x5 kg 5.00 24,932 124,661

693,502 693,502

34 1 m' Cable Trench (Crossing Road)


- Backfilling 0.40 23,737 9,495


- Lean concrete 1:3:5 0.15 986,756 148,013

- Reinforced Concrete Grade 225/20 0.65 2,237,748 1,454,536 - Galvanized Steel L50x50x5 kg 15.00 24,932 373,983

2,103,242 2,103,242

35 1 m' Drainage


- Backfilling 0.20 23,737 4,747


- Lean concrete 1:3:5 0.04 986,756 39,470

- Reinforced Concrete Grade 175/20 0.20 2,237,748 447,550 546,256

546,256 36 1 m' Sub Soil Drainage


- Backfilling 0.20 23,737 4,747


- Pipe Concrete Ø 30 cm 1.00 68,877 68,877 - Palm Fibre kg 5.00 16,223 81,115

- Gravel 0.20 278,922 55,784 274,510

274,510 37 1 m3 Erection Gabion :

Material

- Crused Stone 1.20 176,461 211,753 - Wire Mash dia 4 mm Kg 25.00 21,061 526,536

Remuneration- Brick Layer Orang/hari 1.50 62,615 93,923 - Worker Orang/hari 4.00 45,538 182,153 - Supervisor Orang/hari 0.20 74,000 14,800

738,288 290,875 1,029,163

38 1m' Fence BRC height 1.20 mMaterial- BRC height 1.00 m m 1.10 216,306 237,937 - Steel pipe dia 2 inc and clamp m 1.17 28,461 33,300

m3 0.04 768,582 30,743

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m1

m3

m3

- Foundation 0,80x0,80 m2 reinforced concrete K 175;

Fe : 100 kg/m3



(RUPIAH)- Sloof 20/30 reinforced concrete K 175; m3 0.01 2,810,686 23,891

- Kawat Berduri m' 3.00 85,384 256,152 Remuneration- Excavation of Soil m3 0.65 40,131 26,085 - Back Filling m3 0.33 23,737 7,833 - Erection of Fence ls 1.00 62,615 62,615

582,023 96,533 678,557

39 1m' Fence BRC height 1.9m Material- BRC height 1.20 m m 1.10 216,306 237,937 - Steel pipe dia 2 inc and clamp m 1.20 28,461 34,154

m3 0.05 2,810,686 140,534

- Sloof 20/30 reinforced concrete K 175; m3 0.01 2,810,686 28,107

- Kawat Berduri m' 3.00 85,384 256,152

Remuneration- Excavation of Soil m3 0.65 40,131 26,085 - Back Filling m3 0.33 23,737 7,833 - Erection of Fence ls 1.00 62,615 62,615

696,884 96,533 793,417

40 1m' Fence dari Concrete height 2.00 mMaterial- Concrete height2.00 m m3 0.20 2,810,686 562,137

m3 0.45 2,810,686 1,264,809

- Colom 30/50 rinforced concrete K 175; m3 0.64 2,810,686 1,798,839

- Sloof 30/40 reinforced concrete K 175; m3 0.06 2,810,686 168,641

Remuneration- Excavation of Soil m3 3.38 40,131 135,641 - Back Filling m3 1.69 23,737 40,115 - Erection of Fence ls 1.00 187,845 187,845

3,794,427 363,602 4,158,028

41 GATE BRC height 1.20 m wide 5 mMaterial- BRC height 1.20 m m 5.00 216,306 1,081,532 - Steel pipe dia 3 inc m 3.20 42,692 136,615 - Pipe of supporr dia 2 inc and clamp m 10.34 42,692 441,436

m3 0.75 2,810,686 2,108,015

- Colom 20/40 reinforced concrete K 175; m3 0.13 2,810,686 365,389

Remuneration- Excavation of Soil m3 2.88 40,131 115,576

Fe : 100 kg/m3


Fe : 100 kg/m3

Fe : 100 kg/m3

(K 175; Fe : 100 kg/m3)


Fe : 120 kg/m3

Fe : 120 kg/m3

Fe : 120 kg/m3

- Foundation 1,00x1,00m2 reinforced concrete K 175;

Fe : 100 kg/m3

Fe : 100 kg/m3



(RUPIAH)- Back Filling m3 0.98 23,737 23,262 - Erection of Gate ls 1.00 62,615 62,615

4,132,987 201,453 4,334,440

42 GATE BRC height 1.00 m wide 3 mMaterial- BRC height 1.00 m m 3.00 216,306 648,919 - Steel pipe dia 3 inc m 2.80 42,692 119,538 - Pipe of supporr dia 2 inc and clamp m 7.30 42,692 311,652

m3 0.60 768,582 461,149

- Colom 20/40 reinforced concrete K 175; m3 0.13 2,810,686 365,389

Remuneration- Excavation of Soil m3 2.00 40,131 80,261 - Back Filling m3 0.72 23,737 17,090 - Erection of Gate ls 1.00 569,228 569,228

1,906,648 666,579 2,573,227

43

- Material

- gravel 1.10 278,922 306,814 - Remuneration - Worker man/day 0.30 45,538 13,661 - Supervisor man/day 0.01 74,000 740

306,814 14,401

321,215

44

- Remuneration - Worker man/day 0.120 45,538 5,465 - Supervisor man/day 0.025 74,000 1,850

7,315 7,315

45

- Kerbs Concrete K-175, 50CM pcs 2.00 68,307 136,615 - Lean Concrete B100, thik 5CM m2 0.500 114,854 57,427 - Conpacted sand t = 5 CM m2 0.150 179,477 26,922 - - Common excavation m3 0.06 40,131 2,408

223,371 - 223,371

46 Drainage Around Switchyard

Excavation / Back Filling Work 601.35 63,867 38,406,622 Compacted Sand m2 56.97 179,477 10,224,831 Lean concrete K100 m2 28.49 986,756 28,107,745 Stone masonry m2 308.60 896,704 276,726,018 Plaster m2 25.57 38,188 976,503 Bowplank m' 625.00 76,205 47,628,340

402,070,060 402,070,060

- Foundation 1,00x1,00m2 reinforced concrete K 175;

Fe : 100 kg/m3

Fe : 100 kg/m3

1 m3 Gravelling

m3

1 m2 Compacted gravel (tebal 20 Cm)

1 m2 Site Clearing

1 m2 Site clearing

1 m' Kerbs

m³

C586

upkjjb3-userhp: Seharusnya dipisah itemnya antara galian dan pengurugan kembali karena sifat perhitungannya berbeda

C587

upkjjb3-userhp: tebal 10 cm

C588

upkjjb3-userhp: Lean Concrete k-100 tebal 5 cm

C589

upkjjb3-userhp: 1pc : 4 sand

C590

upkjjb3-userhp: Plesteran + acian camp. 1pc : 4psr



(RUPIAH)

HARGA DASAR MATERIAL DAN UPAHPENGADAAN DAN PEMASANGAN PERALATAN GARDU INDUK 150 kV SUKATANI GOBEL

NO. ITEM PEKERJAAN UNITUNIT RATE

REMARK(Rp.)

I MATERIAL :

1 Portland Cemen (PC) kg 1,480 2 Kuas no 11,385 3 Polished of wooden (Sand Paper) sheet 4,554 4 Aspalt kg 16,508 5 Bamboo stick 15,369 6 Red brick unit 569 7 Sand m3 165,076 8 Sandfilling m3 153,691 9 Stone masonry m3 176,461

10 Gravel m3 278,922 11 Split m3 187,845 12 Plain reinforced steel U 24 - BJTP 24 kg 12,523 13 Galvanis steel angle HTS kg 19,923 14 Galvanis steel angle MS kg 18,785 15 Sceew reinforced steel U 32 - BJTD 30 kg 13,092 16 Galvanis Bolt and Nuts unit 17,077 17 Concrete wire kg 14,231 18 Galvanis of wire dia 4 mm kg 21,061 19 Wire Mash ( dia 3,2 ~ 4 mm ) kg 21,061 20 Kawat berduri m' 85,384 21 Pipa Concrete dia 30 cm m' 68,877 22 Steel plate Galvanis kg 21,061 23 Nail kg 25,615 24 Nail Drat pcs 2,846 25 Zinc ( Corrugated Metal Sheet ) sheet 70,584 26 Paint of steel kg 22,769 27 Paint of wooden kg 22,769 28 Paint of wall kg 17,077 29 Thinner litre 28,461 30 Oil paint galon 56,923 31 Oil machine litre 65,461 32 Plamur of wooden kg 22,769 33 Plamur of wall kg 22,769 34 BBM / solar litre 7,400 35 Door of hinge unit 170,768 36 Window of hinge unit 142,307 37 Palm fibre kg 16,223 38 Wooden m3 3,016,906 39 Plain Meranti 3/20 cm sheet 187,845 40 Meranti Beam 6/12 frame 187,845 41 Dolken dia. 10 cm, length 4 m. stick 31,308 42 list profil m 17,077 43 Anhor bolt d 24 mm pcs 128,076


44 Welding Wire kg 28,461



REMARK(Rp.)

45 Board of wooden sheet 187,845 46 Triplex 12 mm sheet 153,691 47 Triplex 4 mm sheet 85,384 48 Ceramic 10x10 unit 45,538 49 Ceramic 30 x 30 unit 45,538 50 key unit 130,922 51 Alluminium of door including glass unit 853,841 52 Alluminium of window for ventilation unit 569,228 53 Alluminium of window for fixed louver unit 398,459 54 Gate BRC height 1,20 m lenght 6,00 m unit 6,664,475 55 Gate BRC height 1,75 m lenght 4,00 m unit 5,331,580

56 BRC height 1.20 m m 216,306

57 BRC height 1.20 m m 227,691 58 Pipe of steel Dia 2 inc lenght 6,00 m stick 170,768 59 Pipe of steel Dia 3 inc lenght 6,00 m stick 256,152 60 PVC dia 2 " m' 25,615 61 PVC dia 4 " m' 56,923 62 T/L 2 x 40 Watt (incld armateur) unit 398,459 63 T/L 2 x 20 Watt (incld armateur) unit 284,614 64 Urinoir unit 256,152 65 Closet unit 204,922 66 Wastafel including spectacles unit 569,228 67 Soil m3 123,722 68 Kansteen m 14,231 69 Landscaping m2 14,231 70 Stop contact incl installation wiring no 227,691 71 Exhoust Fan no 1,423,069 72 Lighting protection Complete no 8,538,414 73 Steel guard ( dia of steel 10 mm, seel angle 40.40.4) m2 284,614 74 Frame steel guard for rolling door m 96,769 75 Emergency lighting lamp 20 W complite no 853,841 76 Anhor bolt d 20 mm pcs 187,845 77 Cerbs concrete pcs 68,307



REMARK(Rp.)

II REMUNERATION

1 Worker man/day 45,538 2 Engeneer expert man/day 284,614 3 Surveyor man/day 76,846 4 Supervisor man/day 74,000 5 Engineer man/day 199,230 6 Operator man/day 85,384 7 Driver man/day 62,615 8 Brick Layer man/day 62,615 9 Steel worker man/day 62,615

10 Carpenter man/day 62,615 11 Worker paint man/day 62,615 12 Mechanic man/day 62,615 13 Worker asphalt man/day 62,615

NO. ITEM PEKERJAAN unitUNIT RATE

REMARK(Rp.)

III RENT OF EQUIPMENT1 Concrete Mixer hour 39,846 2 Communication of equipment unit/day 119,538 3 Stringing of equipment unit/day 853,841 4 Cassing hour 19,354 5 Fasility of lamp hour 18,215 6 Forklift hour 278,922 7 Gauge hour 34,154 8 Generator hour 85,384 9 Jack Hydrolic hour 28,461

10 Pully unit/day 68,877 11 Car ( truck ) unit/day 586,304 12 Computer + printer unit/day 34,154 13 Drilling pile of machine hour 193,537 14 Diesel hammer hour 34,154 15 Cutting of machine hour 74,000 16 Mobilisasion driven of machine or drilling machine ls 313,075 17 Support equipment ( key + safety belt ) unit/day 7,400 18 Welder of machine hour 28,461 19 Pipe Tremi hour 30,738 20 Stamper /Stomwalls hour 39,846 21 Cord meter 23,908 22 Place of work hour 56,923 23 Theodolit hour 29,600 24 Vibrator hour 32,140 25 Drilling of machine hour 23,338

GI 150 KV SUKATANI GOBELSCHEDULE 2 : Steel structure and Foundation price analysis for 150 kV Switchgear

Foundation : Circuit Breaker (CB) 1 set = 3 unit

NO DESCRIPTION UNIT QTYUNIT PRICE TOTAL PRICE

(RUPIAH) (RUPIAH)

1 Excavation of Soil 11.95 40,131 479,640

2 Back Filling 9.20 23,737 218,378

3 Compacted sand t : 10 cm 0.58 179,477 103,379

4 Lean Concrete t : 5cm 0.43 986,756 426,279

5 Concrete K-225 2.75 1,232,036 3,390,564 6 Reinforce concrete BJTP-24 kg 210.54 16,024 3,373,720 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 24 mm ls 4 187,845 751,380

TOTAL 9,022,261

Note:

1. For owner Refference & Evaluation2. Design of Foundation base on estimated allowable bearing capacity : 0.70 kg/cm23. Shall be installed in Daftar Isian 1 Bill no. 1

Date : 23 Nopember 2010

Name of Bidder : KSO PT. WISMA SARANA TEKNIK - PT. MENARA INDRA UTAMA


m3

m3

m3

m3

m3

Foundation : Disconnecting Switches(DS)or Disconnecting Switches-Earth(DSE)/ set


(RUPIAH) (RUPIAH)


2 Back Filling 11.56 23,737 274,397

3 Compacted sand t : 10 cm 0.77 179,477 138,198

4 Lean Concrete t : 7.5 cm 0.58 986,756 572,318

5 Concrete K-225 4.37 1,232,036 5,383,998 6 Reinforce concrete BJTP-24 kg 437.50 16,024 7,010,394 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 12 187,845 2,254,141

TOTAL 16,552,049

Note:1. For owner Refference & Evaluation2. Design of Foundation base on estimated allowable bearing capacity : 0.70 kg/cm23. Shall be installed in Daftar Isian 1 Bill no. 1




m3

m3

m3

m3

m3

Foundation : Capacitor Voltage Transformer ( CVT), 1 set = 3 unit


(RUPIAH) (RUPIAH)


2 Back Filling 4.79 23,737 113,699

3 Compacted sand t :10 cm 0.32 179,477 57,433


5 Concrete K-225 1.94 1,232,036 2,390,150 6 Reinforce concrete BJTP-24 kg 221.65 16,024 3,551,666 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 12 187,845 2,254,141

TOTAL 9,152,509





m3

m3

m3

m3

m3

Foundation : Current Transformer ( CT ), 1 set = 3 unit


(RUPIAH) (RUPIAH)


2 Back Filling 5.06 23,737 120,108


4 Lean Concrete t :7.5 cm 0.24 986,756 236,821

5 Reinforced Concrete K-225 1.67 1,232,036 2,057,500 6 Reinforce concrete BJTP-24 kg 152.52 16,024 2,443,943 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 12 187,845 2,254,141

TOTAL 7,718,546





m3

m3

m3

m3

m3

Foundation : Lighting Arrester (LA), 1 set = 3 unit


(RUPIAH) (RUPIAH)


2 Back Filling 5.44 23,737 129,128



5 Reinforced Concrete K-225 2.05 1,232,036 2,525,674 6 Reinforce concrete BJTP-24 kg 189.14 16,024 3,030,733 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 4 187,845 751,380

TOTAL 7,347,451





m3

m3

m3

m3

m3

Foundation : Post Insulator (PI) / Unit


(RUPIAH) (RUPIAH)


2 Back Filling 3.58 23,737 84,978

3 Compacted sand t : 0.10 m 0.26 179,477 46,664

4 Lean Concrete t : 0.10 m 0.19 986,756 187,484

5 Reinforced Concrete K-225 1.73 1,232,036 2,131,423 6 Reinforce concrete BJTP-24 kg 189.14 16,024 3,030,733 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 4 187,845 751,380

TOTAL 6,724,677





m3

m3

m3

m3

m3

Foundation : Marshalling Kiosk (MK) / Unit


(RUPIAH) (RUPIAH)


2 Back Filling 1.22 23,737 28,959


4 Lean Concrete t : 0.10 m 0.12 986,756 118,411

5 Reinforced Concrete K-225 1.29 1,232,036 1,589,327 6 Reinforce concrete BJTP-24 kg 148.35 16,024 2,377,124 7 PVC Ø 2" for earthing cable m 25,615 - 8 PVC Ø 4" for cable trench m 56,923 - 9 Anchor bolt Ø 20 mm ls 4 187,845 751,380

TOTAL 4,959,520





m3

m3

m3

m3

m3

Foundation : NGR / Unit


(RUPIAH) (RUPIAH)


2 Back Filling 0.69 23,737 16,378


4 Lean Concrete t : 0.10 m 0.22 986,756 217,086

5 Reinforced Concrete K-225 2.05 1,232,036 2,525,674 6 Reinforce concrete BJTP-24 kg 178.00 16,024 2,852,229 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691

187,845 -

TOTAL 6,072,361





m3

m3

m3

m3

m3

Foundation : POWER TRANSFORMER 60 MVA


(RUPIAH) (RUPIAH)

1 Excavation of Soil 160.00 40,131 6,420,887

2 Back Filling 45.79 23,737 1,086,908

3 Compacted sand t : 0.10 m 10.61 179,477 1,904,256

4 Lean Concrete t : 0.10 m 7.96 986,756 7,854,578

5 Reinforced Concrete K-225 54.16 1,232,036 66,727,080 6 Reinforce concrete BJTP-24 kg 534.00 16,024 8,556,686 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691

Anchor bolt Ø 20 mm ls 6 187,845 1,127,071 -

TOTAL 93,956,387





m3

m3

m3

m3

m3

Foundation : Auxiliaries Transformer 200 kVA/ Unit


(RUPIAH) (RUPIAH)


2 Back Filling 0.69 23,737 16,289



5 Reinforced Concrete K-225 2.05 1,232,036 2,523,210 6 Reinforce concrete BJTP-24 kg 70.00 16,024 1,121,663 7 PVC Ø 2" for earthing cable m 25,615 - 8 PVC Ø 4" for cable trench m 56,923 - 9 Anchor bolt Ø 20 mm ls 187,845 -

TOTAL 4,056,934





m3

m3

m3

m3

m3


(RUPIAH) (RUPIAH)


2 Back Filling 28.61 23,737 679,110


4 Lean Concrete t :7.5 cm 1.45 986,756 1,430,796

5 Reinforced Concrete K-225 15.43 1,232,036 19,010,318 6 a).Reinforce concrete BJTP-24 kg 756.67 16,024 12,124,696

b).Reinforce concrete BJTD-30 kg 320.83 16,621 5,332,658 7 PVC Ø 2" for earthing cable m 0.00 25,615 - 8 PVC Ø 4" for cable trench m 0.00 56,923 - 9 Anchor bolt Ø 20 mm ls 4 187,845 751,380

TOTAL 41,442,889





Foundation : Gantry MP1

m3

m3

m3

m3

m3

Foundation : Oil Pit


(RUPIAH) (RUPIAH)


2 Back Filling 28.61 23,737 679,110


4 Lean Concrete t :7.5 cm 1.45 986,756 1,430,796

5 Reinforced Concrete K-225 10.43 1,232,036 12,850,138 6 Reinforce concrete BJTP-24 kg 189.17 16,024 3,031,174 7 PVC Ø 2" for earthing cable m 2.00 25,615 51,230 8 PVC Ø 4" for cable trench m 4.00 56,923 227,691 9 Anchor bolt Ø 20 mm ls 6 187,845 1,127,071

TOTAL 21,511,140





m3

m3

m3

m3

m3

copy of sukatani alstom_15-1-2015_1.xlsx

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