Summary Calculation Cement Terminal Revisi 1

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MARY PRICE 1 USD = 9000 IDR NO ITEMS COST (IDR) 1 Material and Fabrication - Belt Conveyor 1 1,633,036,969 - Belt Conveyor 2 15,112,002,154 - Belt Conveyor 3 5,808,832,199 - Belt Conveyor 4 4,896,126,260 Subtotal 27,449,997,582 2 Instalation - Belt Conveyor 1 202,800,029 - Belt Conveyor 2 2,336,323,295 - Belt Conveyor 3 882,361,037 - Belt Conveyor 4 727,720,326 Subtotal 4,149,204,687 3 Engineering 720,000 4 Transportation 900,000 Sub Total: 31,600,822,269 Margin and Overhead: - Total: 31,600,823,000 Note - Belum termasuk margin

Transcript of Summary Calculation Cement Terminal Revisi 1

Page 1: Summary Calculation Cement Terminal Revisi 1

SUMMARY PRICE 1 USD = 9000 IDR

NO ITEMS COST (IDR) 1 Material and Fabrication

- Belt Conveyor 1 1,633,036,969 - Belt Conveyor 2 15,112,002,154 - Belt Conveyor 3 5,808,832,199 - Belt Conveyor 4 4,896,126,260

Subtotal 27,449,997,582 2 Instalation

- Belt Conveyor 1 202,800,029 - Belt Conveyor 2 2,336,323,295 - Belt Conveyor 3 882,361,037 - Belt Conveyor 4 727,720,326

Subtotal 4,149,204,687 3 Engineering 720,000 4 Transportation 900,000

Sub Total: 31,600,822,269

Margin and Overhead: -

Total: 31,600,823,000

Note- Belum termasuk margin

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SUMMARY PRICE 1 USD = 9000 IDR

NO ITEMS COST (IDR) 1 Material and Fabrication

- Belt Conveyor 1 1,144,316,118 - Belt Conveyor 2 11,359,609,045 - Belt Conveyor 3 4,487,122,573 - Belt Conveyor 4 3,693,272,317

Subtotal 20,684,320,052 2 Instalation

- Belt Conveyor 1 275,704,593 - Harga instalasi awal lebih kecil dari yg terbaru karena awalnya harga instalasi 4000 - Belt Conveyor 2 3,415,579,993 - Harga instalasi baru 6500 - Belt Conveyor 3 1,331,656,628 - - Belt Conveyor 4 1,058,276,784

Subtotal 6,081,217,998 3 Engineering 720,000 4 Transportation 900,000

Sub Total: 26,767,158,050

Margin and Overhead: -

Total: 26,767,159,000

Note- Belum termasuk margin

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Harga instalasi awal lebih kecil dari yg terbaru karena awalnya harga instalasi 4000Harga instalasi baru 6500

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NO DESCRIPTION SPECIFICATION

1 Belt Conveyor 1 Steel Structural

Stringer Frame Truss Frame Truss Support Walkway Tail Frame + Safety Fence Head Frame + Driving Frame Gravity Take-up Shuttle Wheel + Rail Tripper Car + Rail Bottom plate Side plates Rain Cover Wind Siding Conveyor Housing Conv. Housing support

Idler Carrying Idler Carrying Trainer Idler Impact Idler Return Flat Idler Return Trainer Idler Carrying Idler on Tripper car

Pulley Drive Pulley Tail Pulley Snub Pulley Bend pulley Take up pulley Tripper pulley

Chute and Skirtboard Head Chute Skirt Board Inlet Chute Diverter Chute Fix Plough / Tripper Belt Scraper (Primary 1, Second.1) V. Plow Take up screw / Belt brush

Belt Conveyor Rubber Belt

Driving and accessories Induction Motor

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Gear Motor High Speed Coupling Low Speed Coupling Backstop Chain + Sprocket

Auxilary Drive Travelling drive Chain + Sprocket Diverter chute / gate drive Chain + Sprocket Fixed Plough / Tripper drive Chain + Sprocket

Switches Pull Cord Switch Wire cord (Vynil Coating) Pull cord Alarm Belt Offset Detector (Belt Sway) Limit Switch (Travelling switch) Speed Switch (Zero speed) Plugged Chute detector

Belt Conveyor Accessories Belt Weigher Metal Detector Magnetic Separator Belt Sampler

2 Belt Conveyor 2 Steel Structural

Stringer Frame Truss Frame Truss Support Walkway Tail Frame + Safety Fence Head Frame + Driving Frame Gravity Take-up Shuttle Wheel + Rail Tripper Car + Rail Bottom plate Side plates Rain Cover Wind Siding Conveyor Housing Conv. Housing support

Idler Carrying Idler Carrying Trainer Idler Impact Idler Return Flat Idler

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Return Trainer Idler Carrying Idler on Tripper car

Pulley Drive Pulley Tail Pulley Snub Pulley Bend pulley Take up pulley Tripper pulley

Chute and Skirtboard Head Chute Skirt Board Inlet Chute Diverter Chute Fix Plough / Tripper Belt Scraper (Primary 1, Second.1) V. Plow Take up screw / Belt brush

Belt Conveyor Rubber Belt

Driving and accessories Induction Motor Gear Motor High Speed Coupling Low Speed Coupling Backstop Chain + Sprocket

Auxilary Drive Travelling drive Chain + Sprocket Diverter chute / gate drive Chain + Sprocket Fixed Plough / Tripper drive Chain + Sprocket

Switches Pull Cord Switch Wire cord (Vynil Coating) Pull cord Alarm Belt Offset Detector (Belt Sway) Limit Switch (Travelling switch) Speed Switch (Zero speed) Plugged Chute detector

Belt Conveyor Accessories Belt Weigher Metal Detector Magnetic Separator Belt Sampler

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3 Belt Conveyor 3 Steel Structural

Stringer Frame Truss Frame Truss Support Walkway Tail Frame + Safety Fence Head Frame + Driving Frame Gravity Take-up Shuttle Wheel + Rail Tripper Car + Rail Bottom plate Side plates Rain Cover Wind Siding Conveyor Housing Conv. Housing support

Idler Carrying Idler Carrying Trainer Idler Impact Idler Return Flat Idler Return Trainer Idler Carrying Idler on Tripper car

Pulley Drive Pulley Tail Pulley Snub Pulley Bend pulley Take up pulley Tripper pulley

Chute and Skirtboard Head Chute Skirt Board Inlet Chute Diverter Chute Fix Plough / Tripper Belt Scraper (Primary 1, Second.1) V. Plow Take up screw / Belt brush

Belt Conveyor Rubber Belt

Driving and accessories Induction Motor Gear Motor High Speed Coupling Low Speed Coupling Backstop

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Chain + Sprocket Auxilary Drive

Travelling drive Chain + Sprocket Diverter chute / gate drive Chain + Sprocket Fixed Plough / Tripper drive Chain + Sprocket

Switches Pull Cord Switch Wire cord (Vynil Coating) Pull cord Alarm Belt Offset Detector (Belt Sway) Limit Switch (Travelling switch) Speed Switch (Zero speed) Plugged Chute detector Belt Sampler

4 Conveyor Belt 4 Steel Structural

Stringer Frame Truss Frame Truss Support Walkway Tail Frame + Safety Fence Head Frame + Driving Frame Gravity Take-up Shuttle Wheel + Rail Tripper Car + Rail Bottom plate Side plates Rain Cover Wind Siding Conveyor Housing Conv. Housing support

Idler Carrying Idler Carrying Trainer Idler Impact Idler Return Flat Idler Return Trainer Idler Carrying Idler on Tripper car

Pulley Drive Pulley Tail Pulley Snub Pulley Bend pulley Take up pulley

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Tripper pulley Chute and Skirtboard

Head Chute Skirt Board Inlet Chute Diverter Chute Fix Plough / Tripper Belt Scraper (Primary 1, Second.1) V. Plow Take up screw / Belt brush

Belt Conveyor Rubber Belt

Driving and accessories Induction Motor Gear Motor High Speed Coupling Low Speed Coupling Backstop Chain + Sprocket

Auxilary Drive Travelling drive Chain + Sprocket Diverter chute / gate drive Chain + Sprocket Fixed Plough / Tripper drive Chain + Sprocket

Switches Pull Cord Switch Wire cord (Vynil Coating) Pull cord Alarm Belt Offset Detector (Belt Sway) Limit Switch (Travelling switch) Speed Switch (Zero speed) Plugged Chute detector

Belt Conveyor Accessories Belt Weigher Metal Detector Magnetic Separator Belt Sampler

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LENGTH BELT WIDTH QTY UNIT

WEIGHT MATERIAL AND FABRICATION (USD) (Meter) ( BW ) UNIT TOTAL UNIT

46 1,200 1.0 set

10.0 m 80 803 2.34 36.0 m 195 7,028 2.34 1.6 m 230 368 1.88 43.0 m 196 8,420 1.00 1.0 set 363 363 2.15 1.0 set 793 793 2.34 1.0 set 1,816 1,816 2.34 - set - - #DIV/0! - set - - #DIV/0! 46.0 m 34 1,550 2.34 - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! 37.0 m 159 5,890 1.97 4.8 m 915 4,394 2.06

47.0 set 13 630 119.27 4.0 set 23 92 244.23 11.0 set 16 174 166.55 17.0 set 12 197 51.73 3.0 set 20 61 204.73 - set 13 - 119.27

1.0 set 548 548 4,031.62 1.0 set 449 449 3,784.00 2.0 set 313 627 3,329.23 2.0 set 313 627 3,329.23 1.0 set 563 563 4,234.51 - set - - -

1.0 set 1,004 1,004 3,598.44 3.0 m 125 374 291.21 1.0 set 1,304 1,304 1,303.83 - set - - - - set - - - 2.0 set 30 60 1,000.00 1.0 set 45 45 577.50 - pair 20 - 4,300.00

110.0 m 35 3,850 102.22

- set 560 - 7,500.00

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1.0 set 360 360 5,547.78 - set 150 - - 1.0 set 50 50 1,386.94 1.0 set 30 30 350.00

set - - -

- set - - 331.20 - set - - 2.00 - set 40 - 1,705.00 - set 10 - 331.20 - set - - 500.00 - set - - 1,071.60

3.0 set 2 6 331.20 46.0 m - - 2.00 1.0 set 2 2 1,705.00 4.0 set 2 8 331.20 2.0 set 2 4 500.00 1.0 set 2 2 1,071.60 1.0 set 2 2 231.00

- set 100 - 23,000.00 - set - - - - set 2,500 - 65,000.00 - set - - -

636 1,200 1.0 set

- m #DIV/0! #DIV/0! 636.0 m 195 124,158 2.34 128.0 m 287 36,778 1.88 625.0 m 193 120,466 1.00 1.0 set 353 353 2.15 1.0 set 785 785 2.34 - set 9,130 - #DIV/0! - set - - #DIV/0! - set - - #DIV/0! 621.6 m 34 20,941 2.34 - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! 630.0 m 134 84,371 1.99 124.8 m 565 70,566 2.07

637.0 set 13 8,536 198.56 33.0 set 23 759 195.56 18.0 set 16 284 370.56 213.0 set 12 2,471 79.22

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23.0 set 20 465 302.22 - set 13 - 198.56

1.0 set 1,130 1,130 5,947.84 1.0 set 763 763 4,891.35 2.0 set 568 1,135 4,269.13 2.0 set 568 1,135 4,269.13 1.0 set 535 535 4,209.36 - set 867 - 5,388.73

1.0 set 1,004 1,004 1,003.87 3.0 m 125 374 373.93 1.0 set 1,304 1,304 1,303.83 - set - - - - set - - - 2.0 set 30 60 60.00 1.0 set 45 45 45.00 - pair 20 - -

1,310 1,200 1,310 Meter 35 45,850 125.56

1.0 set 560 560 9,039.60 1.0 set 360 360 19,800.00 1.0 set 150 150 6,026.40 1.0 set 50 50 2,259.90 1.0 set 30 30 350.00 - set - - -

- set - - - - set - - - - set 40 - 1,095.51 - set 10 - 500.00 - set - - - - set - - -

28.0 set 2 56 331.20 636.0 m - - 2.00 1.0 set 2 2 1,705.00 4.0 set 2 8 331.20 2.0 set 2 4 500.00 1.0 set 2 2 1,071.60 1.0 set 2 2 231.00

0.00 set 100 - 23,000.00 0.00 set - - - 0.00 set 2,500 - 65,000.00 0.00 set - - -

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232 1,200 1 Set

- m #DIV/0! #DIV/0! 233.0 m 201 46,852 2.34 74.4 m 267 19,881 1.88 225.0 m 193 43,460 1.00 1.0 set 353 353 2.15 1.0 set 785 785 2.34 - set 7,984 - #DIV/0! - set - - #DIV/0! - set - - #DIV/0! 225.0 m 31 7,075 2.34 - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! 225.0 m 140 31,429 1.98 46.8 m 556 26,023 2.07

233.0 set 13 3,122 198.56 13.0 set 23 299 195.56 18.0 set 16 284 370.56 79.0 set 12 916 79.22 9.0 set 20 182 302.22 - set 13 - 198.56

1.0 set 567 567 4,123.79 1.0 set 529 529 3,981.43 2.0 set 427 853 3,776.41 2.0 set 427 853 3,776.41 1.0 set 535 535 4,209.36 - set 867 - 5,388.73

1.0 set 934 934 3,324.71 5.0 m 117 584 273.00 1.0 set 926 926 926.34 - set 2,018 - 8,197.66 - set 1,565 - - 2.0 set 30 60 1,000.00 1.0 set 45 45 577.50 - pair 20 - 4,300.00

490 1,200 490 Meter 35 17,150 100.78

1.0 set 560 560 1,571.00 1.0 set 360 360 10,784.00 1.0 set 150 150 1,047.33 1.0 set 50 50 392.75 1.0 set 30 30 350.00

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- set - - -

- set - - - - set - - - - set 40 - 1,095.51 - set 10 - 500.00 - set - - - - set - - -

11.0 set 2 22 331.20 232.0 m - - 2.00 1.0 set 2 2 1,705.00 4.0 set 2 8 331.20 2.0 set 2 4 500.00 1.0 set 2 2 1,071.60 1.0 set 2 2 231.00 - set

202 1,200 1 set

- m #DIV/0! #DIV/0! 202.0 m 196 39,637 2.34 75.0 m 48 3,620 1.88 185.0 m 194 35,829 1.00 1.0 set 223 223 2.22 1.0 set 672 672 2.34 1.0 set 3,569 3,569 2.34 - set - - #DIV/0! - set - - #DIV/0! 185.0 m 31 5,817 2.34 - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! - m #DIV/0! #DIV/0! 185.0 m 140 25,879 1.98 41.4 m 511 21,175 2.06

203.0 set 13 2,720 198.56 12.0 set 23 276 195.56 11.0 set 16 174 370.56 69.0 set 12 800 79.22 8.0 set 20 162 302.22 - set 13 - 198.56

1.0 set 779 779 4,765.15 1.0 set 544 544 4,057.57 2.0 set 357 715 3,456.23 2.0 set 357 715 3,456.23 1.0 set 519 519 4,144.00

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- set - - -

1.0 set 1,004 1,004 3,598.44 3.0 m 125 374 291.21 1.0 set 1,412 1,412 1,412.27 - set 928 - 4,506.97 - set 24 - - 2.0 set 30 60 1,000.00 1.0 set 45 45 577.50 - pair 20 - 4,300.00

428 1,200 428.0 Meter 35 14,980 100.78

1.0 set 560 560 1,571.00 1.0 set 360 360 10,784.00 1.0 set 150 150 1,047.33 1.0 set 50 50 392.75 1.0 set 30 30 350.00 - set - - -

- set - - - - set - - - - set 40 - 1,095.51 - set 10 - 500.00 - set - - - - set - - -

10.0 set 2 20 331.20 202.0 m - - 2.00 1.0 set 2 2 1,705.00 4.0 set 2 8 331.20 2.0 set 2 4 500.00 1.0 set 2 2 1,071.60 1.0 set 2 2 231.00

- set 100 - 23,000.00 - set - - - - set 2,500 - 65,000.00 - set - - -

Total Weight 935,760 Total Matr`l

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MATERIAL AND FABRICATION (USD) INSTALATION COST (USD) TOTAL PRICE TOTAL UNIT TOTAL (IDR) Currently 9,000

437 202 #DIV/0! 1 #DIV/0!

1,877 0.72 580 22,114,760 16,419 0.72 5,076 193,455,108 692 0.72 266 8,620,716 8,420 0.72 6,081 130,516,982 779 0.72 262 9,368,791 1,852 0.72 573 21,823,099 4,242 0.72 1,311 49,979,259 - 0.72 - - - 0.72 - - 3,621 0.72 1,119 42,657,406 - 0.72 - 0.72 - 0.72 11,614 0.72 4,254 142,807,018 9,054 0.72 3,173 110,044,712

Total IDR #REF! 5,606 0.72 455 54,546,468 977 0.72 66 9,390,337 1,832 0.72 126 17,617,889 879 0.72 142 9,195,926 614 0.72 44 5,921,511 - 0.72 - -

Total USD #REF! 4,032 0.72 396 39,847,773 3,784 0.72 324 36,975,303 6,658 0.72 453 64,000,121 6,658 0.72 453 64,000,121 4,235 0.72 407 41,769,281 - 0.72 - -

Rounded #REF! 3,598 0.72 725 38,911,147 874 0.72 270 10,293,190 1,304 0.72 942 20,209,290 - 0.72 - - - 0.72 - - 2,000 0.72 43 18,390,000 578 0.72 33 5,490,000 - 0.72 - -

11,244 0.72 2,781 126,225,000

- 0.72 - -

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5,548 205.44 205 51,779,000 - 0.72 - - 1,387 0.72 36 12,807,500 350 0.72 22 3,345,000 - 0.72 - -

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

994 0.72 4 8,981,400 92 0.72 - 828,000 1,705 0.72 1 15,358,000 1,325 0.72 6 11,975,200 1,000 0.72 3 9,026,000 1,072 0.72 1 9,657,400 231 0.72 1 2,092,000

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

- 0.72 290,075 0.72 89,670 3,417,706,905 69,108 0.72 26,562 861,029,874 120,466 0.72 87,003 1,867,226,196 760 0.72 255 9,137,487 1,833 0.72 567 21,602,057 - 0.72 - - - 0.72 - - - 0.72 - - 48,924 0.72 15,124 576,431,380 - 0.72 - 0.72 - 0.72 167,843 0.72 60,935 2,058,998,409 146,189 0.72 50,965 1,774,379,221

126,480 0.72 6,165 1,193,801,700 6,453 0.72 548 63,013,500 6,670 0.72 205 61,878,600 16,874 0.72 1,784 167,929,200

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6,951 0.72 336 65,579,900 - 0.72 - -

5,948 0.72 816 60,872,685 4,891 0.72 551 48,983,280 8,538 0.72 820 84,222,280 8,538 0.72 820 84,222,280 4,209 0.72 387 41,364,460 - 0.72 - -

1,004 0.72 725 15,560,056 1,122 0.72 270 12,526,678 1,304 0.72 942 20,209,290 - 0.72 - - - 0.72 - - 120 0.72 43 1,470,000 45 0.72 33 697,500 - 0.72 - -

164,478 0.72 33,114 1,778,325,000

9,040 0.72 404 84,996,400 19,800 246.67 247 180,420,000 6,026 0.72 108 55,212,600 2,260 0.72 36 20,664,100 350 0.72 22 3,345,000 - 0.72 - -

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

9,274 0.72 40 83,826,400 1,272 0.72 - 11,448,000 1,705 0.72 1 15,358,000 1,325 0.72 6 11,975,200 1,000 0.72 3 9,026,000 1,072 0.72 1 9,657,400 231 0.72 1 2,092,000

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

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- 0.72 109,462 0.72 33,838 1,289,700,719 37,357 0.72 14,358 465,437,866 43,460 0.72 31,388 673,627,566 760 0.72 255 9,137,487 1,833 0.72 567 21,602,057 - 0.72 - - - 0.72 - - - 0.72 - - 16,528 0.72 5,109 194,740,331 - 0.72 - 0.72 - 0.72 62,381 0.72 22,699 765,717,540 53,753 0.72 18,795 652,932,607

46,263 0.72 2,255 436,665,300 2,542 0.72 216 24,823,500 6,670 0.72 205 61,878,600 6,259 0.72 662 62,283,600 2,720 0.72 131 25,661,700 - 0.72 - -

4,124 0.72 409 40,797,149 3,981 0.72 382 39,268,864 7,553 0.72 616 73,522,365 7,553 0.72 616 73,522,365 4,209 0.72 387 41,364,460 - 0.72 - -

3,325 0.72 674 35,991,924 1,365 0.72 422 16,082,842 926 0.72 669 14,358,210 - 0.72 - - - 0.72 - - 2,000 0.72 43 18,390,000 578 0.72 33 5,490,000 - 0.72 - -

49,381 0.72 12,386 555,905,000

1,571 0.72 404 17,779,000 10,784 246.67 247 99,276,000 1,047 0.72 108 10,401,000 393 0.72 36 3,859,750 350 0.72 22 3,345,000

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- 0.72 - - 0.72

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

3,643 0.72 16 32,931,800 464 0.72 - 4,176,000 1,705 0.72 1 15,358,000 1,325 0.72 6 11,975,200 1,000 0.72 3 9,026,000 1,072 0.72 1 9,657,400 231 0.72 1 2,092,000

-

202 #DIV/0! 1 #DIV/0!

- 0.72 92,604 0.72 28,626 1,091,077,375 6,803 0.72 2,615 84,758,574 35,829 0.72 25,877 555,350,680 494 0.72 161 5,899,226 1,571 0.72 486 18,507,472 8,337 0.72 2,577 98,233,465 - 0.72 - - - 0.72 - - 13,590 0.72 4,201 160,119,828 - 0.72 - 0.72 - 0.72 51,278 0.72 18,690 629,709,028 43,663 0.72 15,293 530,609,732

Total IDR #REF! 40,307 0.72 1,965 380,442,300 2,347 0.72 199 22,914,000 4,076 0.72 126 37,814,700 5,466 0.72 578 54,399,600 2,418 0.72 117 22,810,400 - 0.72 - -

4,765 0.72 563 47,950,492 4,058 0.72 393 40,053,131 6,912 0.72 516 66,858,007 6,912 0.72 516 66,858,007 4,144 0.72 375 40,670,280

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- 0.72 - - Rounded -

3,598 0.72 725 38,911,147 874 0.72 270 10,293,190 1,412 0.72 1,020 21,890,117 - 0.72 - - - 0.72 - - 2,000 0.72 43 18,390,000 578 0.72 33 5,490,000 - 0.72 - -

43,133 0.72 10,819 485,566,000

1,571 0.72 404 17,779,000 10,784 205.44 205 98,905,000 1,047 0.72 108 10,401,000 393 0.72 36 3,859,750 350 0.72 22 3,345,000 - 0.72 - -

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

3,312 0.72 14 29,938,000 404 0.72 - 3,636,000 1,705 0.72 1 15,358,000 1,325 0.72 6 11,975,200 1,000 0.72 3 9,026,000 1,072 0.72 1 9,657,400 231 0.72 1 2,092,000

- 0.72 - - - 0.72 - - - 0.72 - - - 0.72 - -

20,684,320,052 Total Inst` 6,081,217,998 Total Cost 26,765,538,050

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Installation cost 6,500 IDR USD

- #DIV/0! - - #DIV/0! -

0.72

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- #DIV/0! - - #DIV/0! -

#VALUE!

-

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No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEWeight Breakdown Price Breakdown

I Idler (Bracket only) KG TON1 Carrying Idler 47.00 set 13.40 629.80 198.56 9,332.11 Steel Structural 31,423.89 31.4 58,570 58,570 9500 556,417,689.12 2 Carrying Trainer Idler 4.00 set 23.00 92.00 195.56 782.22 Idler 1,153.40 1.2 16,444 75,922 3 Impact Idler 11.00 set 15.80 173.80 370.56 4,076.11 Pulley 2,813.71 2.8 25,367 4 Return Flat Idler 17.00 set 11.60 197.20 79.22 1,346.78 Chute and Skirtboard 2,786.63 2.8 13,004 5 Return Trainer Idler 3.00 set 20.20 60.60 302.22 906.67 Belt Cleaner 105.00 0.1 2,578 6 Carrying Idler on Tripper car 0.00 set 13.40 0.00 198.56 - Rubber Belt 3,850.00 3.9 11,244

Driving and accessories 440.00 0.4 7,285 II Deck & Frame Instrument 24.00 0.0 6,418.001 Stringer Frame Mild Steel 10.00 m 80.34 803.38 187.70 1,876.97 2 Truss Frame Mild Steel 36.00 m 195.22 7,027.83 456.09 16,419.36 42,596.63 42.60 140,910.21 134,492 3 Truss Support Mild Steel 1.60 m 230.14 368.23 432.45 691.92 4 Walkway Mild Steel 43.00 m 195.82 8,420.45 195.82 8,420.45 5 Tail Frame + Safety Fence Mild Steel 1.00 set 362.51 362.51 779.17 779.17 6 Head Frame + Driving Frame Mild Steel 1.00 set 792.79 792.79 1,852.22 1,852.22 7 Gravity Take-up Mild Steel 1.00 set 1,815.64 1,815.64 4,241.95 4,241.95 8 Shuttle Wheel + Rail Mild Steel 0.00 set9 Tripper Car + Rail Mild Steel 0.00 set

10 Bottom plate Mild Steel 46.0 m 33.69 1,549.66 78.71 3,620.52 11 Side plates Mild Steel 0.0 m #DIV/0! 0.00 #DIV/0! - 12 Rain Cover FRP 0.00 m #DIV/0! 0.00 #DIV/0! - 13 Wind Siding ZnAl 0.00 m #DIV/0! 0.00 #DIV/0! - 14 Conveyor Housing Mild steel 37.00 m 159.18 5,889.79 313.88 11,613.71 50%15 Conv. Housing support Mild steel 4.80 m 915.34 4,393.62 1,886.25 9,054.02 50%

III Pulley 1 Drive Pulley 1.0 set 548.18 548.18 4,031.62 4,031.62 36,284,595 2 Tail Pulley 1.0 set 449.12 449.12 3,784.00 3,784.00 3 Snub Pulley 2.0 set 313.38 626.77 3,329.23 6,658.46 4 Bend pulley 2.0 set 313.38 626.77 3,329.23 6,658.46 5 Take up pulley 1.0 set 562.87 562.87 4,234.51 4,234.51 6 Tripper pulley 0.0 set 0.00 0.00 - -

IV Chute & Accessories1 Head Chute SS400 1.00 set 1,003.87 1,003.87 3,598.44 3,598.44 2 Skirt Board CS c/w Rubber 3.00 m 124.64 373.93 291.21 873.63 3 Inlet Chute SS400 1.00 set 1,303.83 1,303.83 1,303.83 5,954.75 4 Diverter Chute SS400 0.00 set 0.00 0.00 - - 5 Fix Plough / Tripper SS400 0.00 set 0.00 0.006 Belt Scraper (Primary 1, Second.1) CS c/w Rubber 2.00 set 30.00 60.00 1,000.00 2,000.00 7 V. Plow Rubber 1.00 set 45.00 45.00 577.50 577.50 8 Take up screw / Belt brush 0.00 pair 20.00 0.00 4,300.00 -

V Belt

1 Rubber belt 110 m 35.00 3,850.00 102.2 11,244.44

VI Main Drive1 Induction Motor 0.00 set 560.00 0.00 7,500 - 2 Gear Reducer / Gear Motor 1.00 set 360.00 360.00 5,548 5,547.78 3 High Speed Coupling Fluid coupling 0.00 set 150.00 0.00 - 4 Low Speed Coupling Gear coupling 1.00 set 50.00 50.00 1,387 1,386.94 5 Backstop Integrated with Reducer 1.00 set 30.00 30.00 350.0 350.00 6 Chain + Sprocket set

VII Auxiliary Drives1 Travelling drive 0.00 set 0.00 -

1a Chain + Sprocket 0.00 set 0.00 - 2 Diverter chute / gate drive Cyclo 1.5kW, Ratio 1/35 0.00 set 40.00 0.00 1,095.51 -

2a Chain + Sprocket RS100 0.00 set 10.00 0.00 500.00 - 3 Fixed Plough / Tripper drive 0.00 set 0.00 -

3a Chain + Sprocket 0.00 set 0.00 -

VIII Switches 1 Pull Cord Switch Ramsey 3.00 set 2.00 6.00 331.20 993.60

Wire cord (Vynil Coating) 46.00 m 2.00 92.00 2 Pull cord Alarm Ramsey 1.00 set 2.00 2.00 1,705.00 1,705.00 3 Belt Offset Detector (Belt Sway) Ramsey 4.00 set 2.00 8.00 331.20 1,324.80 4 Limit Switch (Travelling switch) Ramsey 2.00 set 2.00 4.00 500.00 1,000.00 5 Speed Switch (Zero speed) Ramsey 1.00 set 2.00 2.00 1,071.60 1,071.60 6 Plugged Chute detector Ramsey 1.00 set 2.00 2.00 231.00 231.00

IX Belt Conveyor Accessories1 Belt Weigher Schenck set 100.00 0.00 23,000.00 - 2 Metal Detector Eriez set3 Magnetic Separator Eriez set 2,500.00 0.00 65,000.00 - 4 Belt Sampler Ramsey set

TOTAL 42,491.63 131,914.71 Safety

42,491.63 131,914.71DETAIL CALC. Non-conveyor structure

IDR/kg IDR/$ $/kgIdler 16,500 9,000 1.83

Total conveyor length 46.0 mCarrying idler span 1.0 m Various Mild Steel 2.34 $/kgReturn idler span 3.0 m S45C 5.00 $/kgCarrying Train idler span 20.0 m Exp.Metal 19.58 $/m2 Bolt, Ribs, etc 10.0%Return Train idler span 30.0 m FRP 120.00 $/m2Impact area length 3.0 m ZincAllum 9.50 $/m2Impact roller span 0.3 m Checkered Plate 50.00 $/m2

Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for Quote Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteStringer Frame IDR 0% 5% 5% 9,000 17,000 2,000 400 940 Unit price IDR 0% 5% 5% 9,000 20,000 - 400 940 Unit price

Stringer length 10.0 m SS400 kg 8,700 8,700 9,135 9,592 1.07 1.89 0.22 0.04 0.10 3.33 Hardox kg 28,500 28,500 29,925 31,421 3.49 2.22 - 0.04 0.10 5.86 Stringer height 1.2 m IDR 0% 5% 5% 9,000 6,500 3,000 400 940 Unit price IDR 0% 5% 5% 9,000 17,000 - 400 940 Unit priceStructure width 1.50 m Exp.Metal m2 150,000 150,000 157,500 165,375 18.38 0.72 0.33 0.04 0.10 19.58 SUS 304 kg 30,000 30,000 31,500 33,075 3.68 1.89 - 0.04 0.10 5.71

Page 25: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICESupport span 2.4 m

Frame structureStringer frame UNP125 20.0 m 13.40 268.00 2.34 626.14 Width support (between frame) L50 15.0 m 3.78 56.70 2.34 132.47 Diagonal support (between frame) L50 19.2 m 3.78 72.61 2.34 169.64 Stringer vertc support UNP100 14.4 m 9.37 134.88 2.34 315.12 Stringer brace support L50 27.2 m 3.78 102.64 2.34 239.80 Stringer bottom width support L50 9.0 m 3.78 34.02 2.34 79.48 Cable tray support L45 18.0 m 3.42 61.50 2.34 143.68

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 73.03 2.34 170.63

total weight 803.38 total price 1,876.97

Truss FrameTruss structure length 36.0 mSegment Length 12.0 mTotal segments 3.0 setWidth 1.5 mHeight 1.2 mBrace span 1.5 m

Truss structureSides; Upper frame H100 72.0 m 17.17 1,236.00 2.34 2,887.71 Sides; Bottom frame H100 72.0 m 17.17 1,236.00 2.34 2,887.71 Sides; Vertical brace H100 54.0 m 17.17 927.00 2.34 2,165.78 Sides; Diagonal brace H100 92.2 m 17.17 1,582.85 2.34 3,698.07 Top; Main brace L75 27.0 m 9.03 243.81 2.34 569.62 Top; Diagonal brace L75 50.9 m 9.03 459.73 2.34 1,074.09 Bottom; Main brace L75 27.0 m 9.03 243.81 2.34 569.62 Bottom; Diagonal brace L75 50.9 m 9.03 459.73 2.34 1,074.09

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 638.89 2.34 1,492.67

total weight 7027.83 total price 16,419.36

Truss SupportTruss Length 36.0 mMin. Support height 0.0 mMax. Support height 3.2 mSupport span / Segment Length 15.0 mSupport qty 1.0 setSupp. top width (truss struc.width) 1.5 mSupp. bottom width 7.5 mVert. span for Horizontal brace 3.0 m

Support StructureMain (stand) beam H200 3.0 m 49.92 149.75 1.83 274.54 Horizontal brace UNP200 4.5 m 24.33 109.50 1.83 200.75 Diagonal Brace L100 5.0 m 15.10 75.50 1.83 138.42

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 33.48 2.34 78.21

total weight 368.23 total price 691.92

WalkwayStructure length 43.0 mWalkway length (1 side or 2 sides) 43.0 mNo. of turn or partial 0.0 time(s)Inclination 5.0 degSlope length 36.0 mPitch for Non-slip 0.0 m

WalkwaySide beam UNP150 86.0 m 18.67 1605.33 2.34 3,750.59 Floor Exp. Metal - GM 30080 45.2 m2 14.30 645.65 19.58 884.01 Horzt support H100 20.0 m 17.17 342.48 2.34 800.14 Angle support H100 23.0 m 17.17 395.46 2.34 923.92 Non-slip RB3/4" 0.0 m 2.28 0.00 2.34 -

HandrailMain vertc bar 40A SGP 2.2 m 4.10 9.02 2.34 21.07 Vertc bar 25A SGP 49.5 m 2.57 127.22 2.34 297.22 Top horzt bar 40A SGP 43.0 m 4.10 176.30 2.34 411.90 Middle horzt bar 25A SGP 43.0 m 2.57 110.51 2.34 258.19 Bottom horzt bar FB50x6 43.0 m 2.50 107.50 2.34 251.16

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 351.95 2.34 822.26

total weight 3871.40 total price 8,420.45

Tail Frame + Safety FenceStringer width 1.5 mTail frame width 1.8 mVertical frame height 1.0 mHorizontal length 1.0 mFence height 0.5 m

Tail frameHorizontal bottom bed UNP200 2.0 m 24.33 48.67 2.34 113.70 Front vertical frame UNP200 2.0 m 24.33 48.67 2.34 113.70 Back vertical frame UNP200 2.0 m 24.33 48.67 2.34 113.70 Front width frame UNP200 1.8 m 24.33 43.80 2.34 102.33 Back width frame UNP200 1.8 m 24.33 43.80 2.34 102.33

Safety fenceFront frame L30 4.9 m 1.36 6.66 2.34 15.57 Back frame L30 3.7 m 1.36 5.07 2.34 11.85 Side frames L30 4.0 m 1.36 5.44 2.34 12.71 Reinforced frame L30 4.9 m 1.36 6.66 2.34 15.57 Mid brace L30 1.5 m 1.36 2.04 2.34 4.77 Expanded Metal F2028 4.9 m2 14.30 70.07 19.58 95.94

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 32.96 2.34 76.99

total weight 362.51 total price 779.17

Head Frame + Driving FrameStructure width 1.5 mHead frame width 1.8 m

Page 26: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEVertical frame height 1.5 mAngle vertical length 1.7 m

Head frameHorizontal bottom bed UNP200 1.7 m 24.33 42.15 2.34 98.47 Vertical frame H200 3.0 m 49.92 149.75 2.34 349.87 Angled vertical frame H200 3.5 m 49.92 172.92 2.34 403.99 Horizontal frame UNP200 0.9 m 24.33 21.07 2.34 49.23 Upper bar UNP200 1.8 m 24.33 43.80 2.34 102.33 Lower bar 1 UNP200 1.8 m 24.33 43.80 2.34 102.33 Lower bar 2 UNP200 1.8 m 24.33 43.80 2.34 102.33

Driving frame (Cyclo Gearmotor)Upper bed PL12 0.4 m2 94.18 33.91 2.34 79.21 Bottom base PL12 0.4 m2 94.18 33.91 2.34 79.21 Vertical plate PL12 0.7 m2 94.18 67.81 2.34 158.43 Side plate PL12 0.7 m2 94.18 67.81 2.34 158.43

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 72.07 2.34 168.38

total weight 792.79 total price 1,852.22

Gravity Take-upStringer width 1.5 mHeight 3.2 m

Take up unitSupport Pipe 4" Sch.40 6.4 m 16.00 102.40 2.34 239.24 Top bar UNP150 1.5 m 18.67 28.00 2.34 65.42 Bottom bar UNP100 1.5 m 9.37 14.05 2.34 32.83

Pulley SupportHorizontal support UNP150 6.0 m 18.67 112.00 2.34 261.67 Vertical support UNP150 4.8 m 18.67 89.60 2.34 209.34

Counterweight supportTop roof PL3.2 0.7 m2 25.23 17.71 2.34 41.39 Top bar UNP150 1.5 m 18.67 28.00 2.34 65.42 Mid bar UNP150 1.5 m 18.67 28.00 2.34 65.42 Bottom bar UNP150 1.5 m 18.67 28.00 2.34 65.42 Side frame UNP150 2.6 m 18.67 48.53 2.34 113.39 Conterweight fixture RB3/4" 1.2 m 2.28 2.74 2.34 6.40 Pulley hanger PL16 0.4 m2 125.46 51.55 2.34 120.43 COUNTERWEIGHT PL12 1.0 set 1100.00 1100.00 2.34 2,569.97

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 165.06 2.34 385.63

total weight 1815.64 total price 4,241.95

Shuttle Wheel + RailTravel length 0.0 mStringer width 1.5 mWheel span 2.4 mWheel qty 21.0 pair

Rail and WheelRail 0.0 mShaft S45C 21.0 pc 123.31 0.00 5.00 Chilled wheel 124/305A 21.0 pair 80.21 0.00 5.00 Bearing Pillowblock, SYJ 70 TG 21.0 pair 12.80 0.00

Traveling Drive 0.00Drive sprocket RS 100-2 14T 1.0 set 7.10 0.00 5.00 Shaft sprocket RS 100-2 22T 1.0 set 17.80 0.00 5.00 Transmission chain RS 100-2 3.0 m 7.85 0.00Chain cover Mild steel 1.0 set 13.66 0.00 2.34

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 0.00 2.34 -

total weight 0.00 total price -

Tripper Car + RailTripper height 0.00 mTripper width 3.00 mTripper length 0.00 mTripper slope 0.00 mSpan for Vertical structure 2.40 mTravelling length 199.20 mSupport span 1.20 m

Tripper StructureBottom structure H400 6.00 m 172.00 0.00 2.34 - Vertical structure H250 0.00 m 72.42 0.00 2.34 - Side brace (2 sides) UNP200 0.00 m 24.33 0.00 2.34 -

Deck and HandrailFloor Exp. Metal - GM 30080 0.00 m2 14.30 0.00 19.58 - Main vertc bar 40A SGP 4.4 m 5.47 0.00 2.34 - Vertc bar 25A SGP 4.4 m 3.27 0.00 2.34 - Top horzt bar 40A SGP 6.0 m 5.47 0.00 2.34 - Middle horzt bar 25A SGP 6.0 m 3.27 0.00 2.34 - Bottom horzt bar FB50x6 6.0 m 2.50 0.00 2.34 -

RailRail JIS Rail 22kg 398.4 m 22.00 0.00 5.00 - Rail support H250 400.8 m 72.42 0.00 2.34 -

WheelShaft S45C 3.0 m 61.65 0.00 5.00 - Chilled wheel 124/305A 1.0 pair 10.00 0.00 1,000.00 - Bearing Pillowblock, SYJ 70 TG 1.0 pair 2.00 0.00 500.00 -

Cable Reel - Cable reel 40A SGP 0.00 m 5.47 0.00 2.34 - Brace 25A SGP 0.00 m 3.27 0.00 2.34 - Cable connector 1.00 set 20.00 0.00 5,000.00 -

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 0.00 2.34 -

total weight 0.00 total price -

Bottom plateProtected area length 46.0 mStructure width 1.5 mStructure height 1.2 m

Page 27: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEProtective plate

Bottom plate PL2.6 69.0 m2 20.42 1408.78 2.34 3,291.38 Connectors

Bolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 140.88 2.34 329.14 total weight 1549.66 total price 3,620.52

Side platesProtected area length 0.0 mStructure width 1.5 mStructure height 1.2 m

Protective plateSide plates PL2 0.0 m2 15.71 0.00 2.34 -

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 0.00 2.34 -

total weight 0.00 total price -

Rain CoverCovered section 0.0 mStructure width 0.8 m

Rain CoverCover FRP 0.0 m2 7.80 0.00 9.50 - Support (double angle) 2 sides L40 0.0 m 2.42 0.00 2.34 -

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 0.00 2.34 -

total weight 0.00 total price - #DIV/0! #DIV/0!

Wind SidingStructure length 0.0 mCover length (one side or two side) 0.0 mCover height 1.0 m

Support & CoverSupport L75 0.0 m 9.03 0.00 2.34 - Cover ZincAllum 0.0 m2 7.94 0.00 9.50 -

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 0.00 2.34 -

total weight 0.00 total price -

Conveyor HousingHousing length 37.0 mStructure width 1.5 mWalkway width (2sides) 1.9 mWalkway beetween conveyors 0.0 mHousing width 3.4 mHousing height 2.8 mDeck / Wall / Roof support span 12.0 mSupport qty 5.0 setMin. ground support height 0.0 mMax. ground support height 3.2 mGround support span 15.0 mGround support qty 3.0 setSupp. bottom width 3.0 mVert. span for Horizontal brace 3.0 mRoof slope 18.5 deg

WallHorizontal support (top, two sides) UNP150 74.0 m 18.67 1381.33 1.83 2,532.44 Vertical support WF200 28.0 m 21.33 597.33 1.83 1,095.11 Diagonal brace L90 241.6 m 12.20 2947.86 1.83 5,404.41 Wall support (Lip Channel) LC125 222.0 m 6.13 1361.60 1.83 2,496.27 Wall ZnAl 207.2 m2 3.60 745.92 9.50 1,968.40

RoofHorizontal support (top) UNP150 74.0 m 18.67 1381.33 1.83 2,532.44 Slope support WF150 22.9 m 14.00 320.97 1.83 588.44 Roofl support (Lip Channel) LC125 222.0 m 6.13 1361.60 1.83 2,496.27 Roof ZnAl 169.7 m2 3.60 610.76 9.50 1,611.72

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 1070.87 2.34 2,501.91

total weight 11779.58 total price 23,227.42 1.9718381160311

Housing Deck & SupportDeck

Horizontal support WF250 74.0 m 29.60 2190.40 1.83 4,015.73 Width support WF200 17.0 m 21.33 362.67 1.83 664.89 Diagonal brace L90 121.2 m 12.20 1478.62 1.83 2,710.80 Floor CP3 125.8 m2 25.23 3173.56 2.34 7,414.50

Conveyor Housing SupportMain (stand) beam H250 9.7 m 50.00 483.74 1.83 886.85 --> Spiral Pipe OD250 8mmtHorizontal brace UNP100 9.6 m 9.37 89.92 1.83 164.85 Diagonal Brace UNP80 26.3 m 7.96 209.49 1.83 384.07

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 798.84 2.34 1,866.36

total weight 8787.23 total price 18,108.05 2.0607220791096

Drive PulleyShell Mild steel plate 1.0 pc 232.02 232.02 2.34 542.07 - Length [mm] 1400 - Outside diameter [mm] 420 - Shell thickness [mm] 16End disc Mild steel plate 2.0 pcs 48.19 96.39 2.34 225.20 - Thickness1 [mm] 33.5 - Thickness2 [mm] 67 - Diameter1 [mm] 388 - Diameter2 [mm] 300 - Hole diameter [mm] 180Stiffener Mild steel plate 1.0 pc 14.09 14.09 2.34 32.91 - Outside diameter [mm] 388 - Inside diameter [mm] 88 - Thickness [mm] 16Shaft SC45 1.0 pc 96.98 96.98 5.00 484.91 - Length [mm] 1300

Page 28: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICE - Diameter [mm] 110Power lock; Inner diameter 110 2.0 sets 3.51 7.02 300.00 600.00 Plummer block SNH 524 22224EK 2.0 sets 35.05 70.10 750.00 1,500.00 Lagging Ceramic 1.8 m2 17.10 31.59 350.00 646.54

total weight 548.18 total price 4,031.62

Tail PulleyShell Mild steel plate 1.0 pc 220.97 220.97 2.34 516.25 - Length [mm] 1400 - Outside diameter [mm] 400 - Shell thickness [mm] 16End disc Mild steel plate 2.0 pcs 42.21 84.43 2.34 197.25 - Thickness1 [mm] 31 - Thickness2 [mm] 62 - Diameter1 [mm] 368 - Diameter2 [mm] 272.5 - Hole diameter [mm] 145Stiffener Mild steel plate 1.0 pc 12.90 12.90 2.34 30.15 - Outside diameter [mm] 368 - Inside diameter [mm] 68 - Thickness [mm] 16Shaft SC45 1.0 pc 64.92 64.92 5.00 324.61 - Length [mm] 1300 - Diameter [mm] 90Power lock; Inner diameter 90 2.0 sets 2.01 4.02 300.00 600.00 Plummer block SNH 518 22218EK 2.0 sets 15.90 31.80 750.00 1,500.00 Lagging Rubber thickness 18 1.8 m2 17.10 30.08 350.00 615.75

total weight 449.12 total price 3,784.00

Snub PulleyShell Mild steel plate 1.0 pc 176.77 176.77 2.34 413.00 - Length [mm] 1400 - Outside diameter [mm] 320 - Shell thickness [mm] 16End disc Mild steel plate 2.0 pcs 23.15 46.30 2.34 108.18 - Thickness1 [mm] 27.5 - Thickness2 [mm] 55 - Diameter1 [mm] 288 - Diameter2 [mm] 220 - Hole diameter [mm] 120Stiffener Mild steel plate 1.0 pc 8.17 8.17 2.34 19.08 - Outside diameter [mm] 288 - Inside diameter [mm] -12 - Thickness [mm] 16Shaft SC45 1.0 pc 39.27 39.27 5.00 196.37 - Length [mm] 1300 - Diameter [mm] 70Power lock 70 2.0 sets 1.40 2.80 300.00 600.00 Plummer block SNH 513 22213EK 2.0 sets 8.00 16.00 750.00 1,500.00 Lagging Rubber thickness 18 1.4 m2 17.10 24.07 350.00 492.60

total weight 313.38 total price 3,329.23

Bend pulleyShell Mild steel plate 1.0 pc 176.77 176.77 2.34 413.00 - Length [mm] 1400 - Outside diameter [mm] 320 - Shell thickness [mm] 16End disc Mild steel plate 2.0 pcs 23.15 46.30 2.34 108.18 - Thickness1 [mm] 27.5 - Thickness2 [mm] 55 - Diameter1 [mm] 288 - Diameter2 [mm] 220 - Hole diameter [mm] 120Stiffener Mild steel plate 1.0 pc 8.17 8.17 2.34 19.08 - Outside diameter [mm] 288 - Inside diameter [mm] -12 - Thickness [mm] 16Shaft SC45 1.0 pc 39.27 39.27 5.00 196.37 - Length [mm] 1300 - Diameter [mm] 70Power lock 70 2.0 sets 1.40 2.80 300.00 600.00 Plummer block SNH 513 22213EK 2.0 sets 8.00 16.00 750.00 1,500.00 Lagging Rubber thickness 18 1.4 m2 17.10 24.07 350.00 492.60

total weight 313.38 total price 3,329.23

Take up pulleyShell Mild steel plate 1.0 pc 207.16 207.16 2.34 483.99 - Length [mm] 1400 - Outside diameter [mm] 500 - Shell thickness [mm] 12End disc Mild steel plate 2.0 pcs 70.53 141.06 2.34 329.56 - Thickness1 [mm] 31 - Thickness2 [mm] 62 - Diameter1 [mm] 476 - Diameter2 [mm] 327.5 - Hole diameter [mm] 155Stiffener Mild steel plate 1.0 pc 14.47 14.47 2.34 33.81 - Outside diameter [mm] 476 - Inside diameter [mm] 176 - Thickness [mm] 12Shaft SC45 1.0 pc 134.28 134.28 5.00 671.41 - Length [mm] 1800 - Diameter [mm] 110Power lock 110 2.0 sets 2.01 4.02 300.00 600.00 Plummer block SNH 518 22218EK 2.0 sets 15.90 31.80 750.00 1,500.00 Lagging Rubber thickness 18 1.8 m2 17.10 30.08 350.00 615.75

0.0 total weight 562.87 total price 4,234.51

Tripper pulley

Page 29: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEShell Mild steel plate 1.0 pc 298.31 0.00 2.34 - - Length [mm] 1200 - Outside diameter [mm] 630 - Shell thickness [mm] 16End disc Mild steel plate 2.0 pcs 121.54 0.00 2.34 - - Thickness1 [mm] 33.5 - Thickness2 [mm] 67 - Diameter1 [mm] 598 - Diameter2 [mm] 405 - Hole diameter [mm] 180Stiffener Mild steel plate 1.0 pc 19.89 0.00 2.34 - - Outside diameter [mm] 598 - Inside diameter [mm] 298 - Thickness [mm] 12Shaft SC45 1.0 pc 229.23 0.00 5.00 - - Length [mm] 2200 - Diameter [mm] 130Power lock 130 2.0 sets 2.01 0.00 300.00 - Plummer block SNH 518 22218EK 2.0 sets 15.90 0.00 750.00 - Lagging Rubber thickness 18 2.4 m2 17.10 0.00 350.00 -

total weight 0.00 total price -

Head ChuteStringer width 1.5 mTop sect. height 1.5 mTop sect. length 1.5 mMid sect. height 1.4 mMid sect. length 1.3 mBottom sect. Height 0.1 mBottom sect. length 1.0 m

Top SectionRoof PL5 2.3 m2 39.35 88.55 3.33 294.48 Back wall (no front) PL5 2.3 m2 39.35 88.55 3.33 294.48 Side walls (2 walls; left and right) PL5 4.5 m2 39.35 177.09 3.33 588.97 Connector L60 6.0 m 5.42 32.52 3.33 108.15

Middle SectionBack wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Front wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Side walls (2 walls; left and right) PL5 3.9 m2 39.35 151.65 3.33 504.35 Connector to Top sect. L60 5.5 m 5.42 29.84 3.33 99.23 Connector to Top Bott. sect. L60 5.5 m 5.42 29.84 3.33 99.23

Bottom SectionBack wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Front wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Side walls (2 walls; left and right) PL5 0.2 m2 39.35 7.91 3.33 26.31 Connector to Mid. sect. L60 5.0 m 5.42 27.15 3.33 90.31

LinerWear Plate PL3 4.4 m2 23.55 102.42 6 600.43 Shaft S45C 3.33 - Hanger plate (1 pair) ??Push spindle ??

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 91.26 3.33 303.51

total weight 1003.87 total price 3,598.44

Skirt BoardSkirtboard length 3.0 mSkirtboard width 1.0 mSkirtboard height 0.4 mSupport pitch 1.0 m Base Material CS Lining Material SUS

Upper Section UW TW UP TP UW TW UP TPRoof plate PL6 3.0 m2 47.09 141.27 2.34 330.06 CS PL4.5 35.32 105.95 2.34 247.54 SUS PL2 15.71 47.12 3.33 50.45

Side SectionSide walls (2 walls; left and right) PL6 2.4 m2 47.09 113.02 2.34 264.05 CS PL4.5 35.32 84.76 2.34 198.03 SUS PL2 15.71 37.70 3.33 41.03 Connector to roof plate L60 6.0 m 5.42 32.52 2.34 75.98

Front and Back sectionFront wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61 Back wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61

SupportsSupport bars L80 1.6 m 9.66 15.46 2.34 36.11

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 33.99 2.34 79.42

total weight 373.93 total price 873.63

Inlet ChuteStructure width 1.5 mChute height 2.5 mChute length 1.0 m

ChuteWalls (all 4 walls) PL5 12.5 m2 39.35 492.91 3.33 1,639.30 CS PL4.5 35.32 442.36 2.34 1,033.49 SUS PL2 15.71 196.74 3.33 200.07 Liner (2 sides) PL3 27.1 m2 23.55 638.08 6 3,740.63 CS PL4.5 35.32 957.11 2.34 2,236.14 SUS PL5 39.35 1066.50 3.33 1,069.82 Connector L60 10.0 m 5.42 54.31 3.33 180.62

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 118.53 3.33 394.20

total weight 1303.83 total price 5,954.75 Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteIDR 0% 5% 5% 1 20,000 - 400 940 Unit price

Diverter Chute Hardox kg 28,500 28,500 29,925 31,421 31,421.25 20,000.00 - 400.00 940.00 52,761.25 Structure width 1.5 mChute 1 height 3.0 mChute 1 length 0.5 mChute 2 height 3.0 mChute 2 length 0.5 mChute span 2.0 m

Chute 1Walls (all 4 walls) PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Liner (2 sides) PL3 0.0 m2 23.55 0.00 6 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Connector L60 0.0 m 5.42 0.00 3.33 -

Chute 2 0.0Walls (all 4 walls) PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33

Page 30: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICELiner (2 sides) PL3 0.0 m2 23.55 0.00 6 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Connector L60 0.0 m 5.42 0.00 3.33 -

Flap/Gate 0.0Flap/Gate PL10 0.0 m2 78.37 0.00 3.33 -

Connectors 0.0Bolts, Ribs, gusset, etc Various mild steels 0.0 set Weight 0.00 3.33 -

total weight 0.00 total price -

Fixed Plough / Tripper driveStructure width 1.5 mCover length 3.0 mCover height 0.8 mSupport height 1.5 mSupport span 4.0 mPlough height 0.8 mDischarge chute height 2.0 m

SupportVertical support L60 12.0 mBearing support UNP100 6.0 mGearmotor support UNP100 3.0 m

CoverSide walls PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Top wall PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Skirt plate PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33

Plough 0.0Plough construction PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Liner PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Hanger to shaft PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33 Discharge chute PL5 0.0 m2 39.35 0.00 3.33 - CS PL4.5 35.32 0.00 2.34 - SUS PL5 39.35 0.00 3.33 3.33

Shaft 0.0Shaft Dia.25 - S45C 0.0 m 4.05 0.00 3.33 - Bearing 0.0 set 10.00 0.00 - Flat idler 0.0 set 12.00 0.00 -

Connectors 0.0Bolts, Ribs, gusset, etc Various mild steels 0.0 set Weight 0.00 3.33 -

total weight 0.00 total price -

Page 31: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEWeight Breakdown Price Breakdown

I Idler (Bracket only) KG TONDriving and accessories 1,150.00 1.2 37,476

II Deck & Frame Instrument 74.00 0.1 15,878.001 Stringer Frame Mild Steel 0.00 m #DIV/0! 0.00 #DIV/0! - 2 Truss Frame Mild Steel 636.00 m 195.22 124,158.35 456.09 290,075.29 525,597.31 525.60 ### 1,258,288 3 Truss Support Mild Steel 128.00 m 287.33 36,778.00 539.91 69,108.10 4 Walkway Mild Steel 625.00 m 192.75 120,466.21 192.75 120,466.21 5 Tail Frame + Safety Fence Mild Steel 1.00 set 353.20 353.20 760.19 760.19 6 Head Frame + Driving Frame Mild Steel 1.00 set 784.76 784.76 1,833.46 1,833.46 7 Gravity Take-up Mild Steel 0.00 set 9,130.20 0.00 21,331.20 - 8 Shuttle Wheel + Rail Mild Steel 0.00 set9 Tripper Car + Rail Mild Steel 0.00 set

10 Bottom plate Mild Steel 621.6 m 33.69 20,940.58 78.71 48,924.18 11 Side plates Mild Steel 0.0 m #DIV/0! 0.00 #DIV/0! - 12 Rain Cover FRP 0.00 m #DIV/0! 0.00 #DIV/0! - 13 Wind Siding ZnAl 0.00 m #DIV/0! 0.00 #DIV/0! - 14 Conveyor Housing Mild steel 630.00 m 133.92 84,371.20 266.42 167,842.85 50%15 Conv. Housing support Mild steel 124.80 m 565.44 70,566.38 1,171.38 146,188.64 50%

III Pulley

IV Chute & Accessories1 Head Chute SS400 1.00 set 1,003.87 1,003.87 3,598.44 3,598.44 2 Skirt Board CS c/w Rubber 3.00 m 124.64 373.93 291.21 873.63 3 Inlet Chute SS400 1.00 set 1,303.83 1,303.83 1,303.83 5,954.75 4 Diverter Chute SS400 0.00 set 0.00 0.00 - - 5 Fix Plough / Tripper SS400 0.00 set 0.00 0.006 Belt Scraper (Primary 1, Second.1) CS c/w Rubber 2.00 set 30.00 60.00 1,000.00 2,000.00 7 V. Plow Rubber 1.00 set 45.00 45.00 577.50 577.50 8 Take up screw / Belt brush 0.00 pair 20.00 0.00 4,300.00 -

V Belt

1 Rubber belt 1,310 m 35.00 45,850.00 125.6 164,477.78

VI Main Drive1 Induction Motor 1.00 set 560.00 560.00 9,039.60 9,039.60 2 Gear Reducer / Gear Motor 1.00 set 360.00 360.00 19,800.0 19,800.00 3 High Speed Coupling 1.00 set 150.00 150.00 6,026.4 6,026.40 4 Low Speed Coupling 1.00 set 50.00 50.00 2,259.9 2,259.90 5 Backstop 1.00 set 30.00 30.00 350.0 350.00 6 Chain + Sprocket set

VII Auxiliary Drives1 Travelling drive 0.00 set 0.00 -

1a Chain + Sprocket 0.00 set 0.00 - 2 Diverter chute / gate drive Cyclo 1.5kW, Ratio 1/35 0.00 set 40.00 0.00 1,095.51 -

2a Chain + Sprocket RS100 0.00 set 10.00 0.00 500.00 - 3 Fixed Plough / Tripper drive 0.00 set 0.00 -

3a Chain + Sprocket 0.00 set 0.00 -

VIII Switches

IX Belt Conveyor Accessories

TOTAL 525,492.31 1,255,710.61 Safety

525,492.31 1,255,710.61DETAIL CALC. Non-conveyor structure

IDR/kg IDR/$ $/kgIdler 16,500 9,000 1.83

Total conveyor length 636.0 mCarrying idler span 1.0 m Various Mild Steel 2.34 $/kgReturn idler span 3.0 m S45C 5.00 $/kgCarrying Train idler span 20.0 m Exp.Metal 19.58 $/m2 Bolt, Ribs, et 10.0%Return Train idler span 30.0 m FRP 120.00 $/m2Impact area length 5.0 m ZincAllum 9.50 $/m2Impact roller span 0.3 m Checkered Plate 50.00 $/m2

Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for Quote Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteStringer Frame IDR 0% 5% 5% 9,000 17,000 2,000 400 940 Unit price IDR 0% 5% 5% 9,000 20,000 - 400 940 Unit price

Stringer length 0.0 m SS400 kg 8,700 8,700 9,135 9,592 1.07 1.89 0.22 0.04 0.10 3.33 Hardox kg 28,500 28,500 29,925 31,421 3.49 2.22 - 0.04 0.10 5.86 Stringer height 0.0 m IDR 0% 5% 5% 9,000 6,500 3,000 400 940 Unit price IDR 0% 5% 5% 9,000 17,000 - 400 940 Unit priceStructure width 1.50 m Exp.Metal m2 150,000 150,000 157,500 165,375 18.38 0.72 0.33 0.04 0.10 19.58 SUS 304 kg 30,000 30,000 31,500 33,075 3.68 1.89 - 0.04 0.10 5.71 Support span 0.0 m

Frame structureStringer frame UNP125 0.0 m 13.40 0.00 2.34 - Width support (between frame) L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Diagonal support (between frame) L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Stringer vertc support UNP100 #DIV/0! m 9.37 #DIV/0! 2.34 #DIV/0!Stringer brace support L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Stringer bottom width support L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Cable tray support L45 #DIV/0! m 3.42 #DIV/0! 2.34 #DIV/0!

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight #DIV/0! 2.34 #DIV/0!

total weight #DIV/0! total price #DIV/0!

Truss Frametotal weight 124158.35 total price 290,075.29

Truss Supporttotal weight 36778.00 total price 69,108.10

Walkway

Page 32: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEtotal weight 55446.81 total price 120,466.21

Tail Frame + Safety Fencetotal weight 353.20 total price 760.19

Head Frame + Driving Frametotal weight 784.76 total price 1,833.46

Gravity Take-uptotal weight 9130.20 total price 21,331.20

Shuttle Wheel + Railtotal weight 63363.13 total price -

Tripper Car + Railtotal weight 11131.62 total price 56,271.60

Bottom platetotal weight 20940.58 total price 48,924.18

Side platestotal weight 0.00 total price -

Rain Covertotal weight 0.00 total price -

Wind Sidingtotal weight 0.00 total price -

Conveyor Housingtotal weight 168742.40 total price 335,685.69

1.9893381377Housing Deck & Support

total weight 141132.76 total price 292,377.28 2.071647166

Drive Pulleytotal weight 1129.56 total price 5,947.84

Tail Pulleytotal weight 763.26 total price 4,891.35

Snub Pulleytotal weight 567.54 total price 4,269.13

Bend pulleytotal weight 567.54 total price 4,269.13

Take up pulleytotal weight 535.43 total price 4,209.36

Tripper pulleytotal weight 866.93 total price 5,388.73

Head ChuteStringer width 1.5 mTop sect. height 1.5 mTop sect. length 1.5 mMid sect. height 1.4 mMid sect. length 1.3 mBottom sect. Height 0.1 mBottom sect. length 1.0 m

Top SectionRoof PL5 2.3 m2 39.35 88.55 3.33 294.48 Back wall (no front) PL5 2.3 m2 39.35 88.55 3.33 294.48 Side walls (2 walls; left and right) PL5 4.5 m2 39.35 177.09 3.33 588.97 Connector L60 6.0 m 5.42 32.52 3.33 108.15

Middle SectionBack wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Front wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Side walls (2 walls; left and right) PL5 3.9 m2 39.35 151.65 3.33 504.35 Connector to Top sect. L60 5.5 m 5.42 29.84 3.33 99.23 Connector to Top Bott. sect. L60 5.5 m 5.42 29.84 3.33 99.23

Bottom SectionBack wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Front wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Side walls (2 walls; left and right) PL5 0.2 m2 39.35 7.91 3.33 26.31 Connector to Mid. sect. L60 5.0 m 5.42 27.15 3.33 90.31

Linerwear palte PL3 4.4 m2 23.55 102.42 6 600.43 Shaft S45C 3.33 - Hanger plate (1 pair) ??Push spindle ??

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 91.26 3.33 303.51

total weight 1003.87 total price 3,598.44

Skirt BoardSkirtboard length 3.0 mSkirtboard width 1.0 mSkirtboard height 0.4 mSupport pitch 1.0 m Base Material CS Lining Material SUS

Upper Section UW TW UP TP UW TW UP TPRoof plate PL6 3.0 m2 47.09 141.27 2.34 330.06 CS PL4.5 35.32 105.95 2.34 247.54 SUS PL2 15.71 47.12 3.33 50.45

Side Section

Page 33: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICESide walls (2 walls; left and right) PL6 2.4 m2 47.09 113.02 2.34 264.05 CS PL4.5 35.32 84.76 2.34 198.03 SUS PL2 15.71 37.70 3.33 41.03 Connector to roof plate L60 6.0 m 5.42 32.52 2.34 75.98

Front and Back sectionFront wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61 Back wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61

SupportsSupport bars L80 1.6 m 9.66 15.46 2.34 36.11

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 33.99 2.34 79.42

total weight 373.93 total price 873.63

Inlet ChuteStructure width 1.5 mChute height 2.5 mChute length 1.0 m

ChuteWalls (all 4 walls) PL5 12.5 m2 39.35 492.91 3.33 1,639.30 CS PL4.5 35.32 442.36 2.34 1,033.49 SUS PL2 15.71 196.74 3.33 200.07 Liner (2 sides) PL3 27.1 m2 23.55 638.08 6 3,740.63 CS PL4.5 35.32 957.11 2.34 2,236.14 SUS PL5 39.35 1066.50 3.33 1,069.82 Connector L60 10.0 m 5.42 54.31 3.33 180.62

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 118.53 3.33 394.20

total weight 1303.83 total price 5,954.75

Diverter Chutetotal weight 0.00 total price -

Fixed Plough / Tripper drivetotal weight 0.00 total price -

Page 34: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEWeight Breakdown Price Breakdown

I Idler (Bracket only) KG TON1 Carrying Idler 233.00 set 13.40 3,122.20 198.56 46,263.44 Steel Structural 175,858.12 175.9 325,535 325,535 2 Carrying Trainer Idler 13.00 set 23.00 299.00 195.56 2,542.22 Idler 4,803.80 4.8 64,454 169,030 3 Impact Idler 18.00 set 15.80 284.40 370.56 6,670.00 Pulley 3,337.42 3.3 27,420 4 Return Flat Idler 79.00 set 11.60 916.40 79.22 6,258.56 Chute and Skirtboard 2,549.37 2.5 11,052 5 Return Trainer Idler 9.00 set 20.20 181.80 302.22 2,720.00 Belt Cleaner 105.00 0.1 2,578 6 Carrying Idler on Tripper car 0.00 set 13.40 0.00 198.56 - Rubber Belt 17,150.00 17.2 49,381

Driving and accessories 1,150.00 1.2 14,145 II Deck & Frame Instrument 40.00 0.0 9,439.601 Stringer Frame Mild Steel 0.00 m #DIV/0! 0.00 #DIV/0! - 2 Truss Frame Mild Steel 233.00 m 201.08 46,852.21 469.80 109,462.37 204,993.71 204.99 504,005.05 494,565 3 Truss Support Mild Steel 74.40 m 267.21 19,880.70 502.11 37,357.04 4 Walkway Mild Steel 225.00 m 193.15 43,459.84 193.15 43,459.84 5 Tail Frame + Safety Fence Mild Steel 1.00 set 353.20 353.20 760.19 760.19 6 Head Frame + Driving Frame Mild Steel 1.00 set 784.76 784.76 1,833.46 1,833.46 7 Gravity Take-up Mild Steel 0.00 set 7,984.46 0.00 18,654.37 - 8 Shuttle Wheel + Rail Mild Steel 0.00 set9 Tripper Car + Rail Mild Steel 0.00 set

10 Bottom plate Mild Steel 225.0 m 31.44 7,074.52 73.46 16,528.44 11 Side plates Mild Steel 0.0 m #DIV/0! 0.00 #DIV/0! - 12 Rain Cover FRP 0.00 m #DIV/0! 0.00 #DIV/0! - 13 Wind Siding ZnAl 0.00 m #DIV/0! 0.00 #DIV/0! - 14 Conveyor Housing Mild steel 225.00 m 139.69 31,429.41 277.25 62,380.71 50%15 Conv. Housing support Mild steel 46.80 m 556.06 26,023.49 1,148.58 53,753.33 50%

III Pulley 1 Drive Pulley 1.0 set 566.62 566.62 4,123.79 4,123.79 2 Tail Pulley 1.0 set 528.62 528.62 3,981.43 3,981.43 3 Snub Pulley 2.0 set 426.69 853.38 3,776.41 7,552.82 4 Bend pulley 2.0 set 426.69 853.38 3,776.41 7,552.82 5 Take up pulley 1.0 set 535.43 535.43 4,209.36 4,209.36 6 Tripper pulley 0.0 set 866.93 0.00 5,388.73 -

IV Chute & Accessories1 Head Chute SS400 1.00 set 933.78 933.78 3,324.71 3,324.71 2 Skirt Board CS c/w Rubber 5.00 m 116.85 584.26 273.00 1,365.02 3 Inlet Chute SS400 1.00 set 926.34 926.34 926.34 3,784.71 4 Diverter Chute SS400 0.00 set 2,017.83 0.00 8,197.66 - 5 Fix Plough / Tripper SS400 0.00 set 1,564.91 0.006 Belt Scraper (Primary 1, Second.1) CS c/w Rubber 2.00 set 30.00 60.00 1,000.00 2,000.00 7 V. Plow Rubber 1.00 set 45.00 45.00 577.50 577.50 8 Take up screw / Belt brush 0.00 pair 20.00 0.00 4,300.00 -

V Belt

VI Main Drive

VII Auxiliary Drives

VIII Switches

IX Belt Conveyor Accessories

TOTAL 204,888.71 491,987.95 Safety

204,888.71 491,987.95DETAIL CALC. Non-conveyor structure

IDR/kg IDR/$ $/kgIdler 16,500 9,000 1.83

Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for Quote Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteStringer Frame IDR 0% 5% 5% 9,000 17,000 2,000 400 940 Unit price IDR 0% 5% 5% 9,000 20,000 - 400 940 Unit price

Stringer length 0.0 m SS400 kg 8,700 8,700 9,135 9,592 1.07 1.89 0.22 0.04 0.10 3.33 Hardox kg 28,500 28,500 29,925 31,421 3.49 2.22 - 0.04 0.10 5.86 Stringer height 0.0 m IDR 0% 5% 5% 9,000 6,500 3,000 400 940 Unit price IDR 0% 5% 5% 9,000 17,000 - 400 940 Unit priceStructure width 1.50 m Exp.Metal m2 150,000 150,000 157,500 165,375 18.38 0.72 0.33 0.04 0.10 19.58 SUS 304 kg 30,000 30,000 31,500 33,075 3.68 1.89 - 0.04 0.10 5.71 Support span 0.0 m

Frame structureStringer frame UNP125 0.0 m 13.40 0.00 2.34 - Width support (between frame) L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Diagonal support (between frame) L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Stringer vertc support UNP100 #DIV/0! m 9.37 #DIV/0! 2.34 #DIV/0!Stringer brace support L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Stringer bottom width support L50 #DIV/0! m 3.78 #DIV/0! 2.34 #DIV/0!Cable tray support L45 #DIV/0! m 3.42 #DIV/0! 2.34 #DIV/0!

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight #DIV/0! 2.34 #DIV/0!

total weight #DIV/0! total price #DIV/0!

Truss Frametotal weight 46852.21 total price 109,462.37

Truss Supporttotal weight 19880.70 total price 37,357.04

Walkwaytotal weight 20000.23 total price 43,459.84

Tail Frame + Safety Fencetotal weight 353.20 total price 760.19

Head Frame + Driving Frametotal weight 784.76 total price 1,833.46

Page 35: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICE

Gravity Take-uptotal weight 7984.46 total price 18,654.37

Shuttle Wheel + Railtotal weight 23387.46 total price -

Tripper Car + Railtotal weight 11131.62 total price 56,271.60

Bottom platetotal weight 7074.52 total price 16,528.44

31.4423141608Side plates

total weight 0.00 total price -

Rain Covertotal weight 0.00 total price -

Wind Sidingtotal weight 0.00 total price -

Conveyor Housingtotal weight 62858.82 total price 124,761.42

1.9847878767Housing Deck & Support

total weight 52046.97 total price 107,506.65 2.0655698261

Drive Pulleytotal weight 566.62 total price 4,123.79

Tail Pulleytotal weight 528.62 total price 3,981.43

Snub Pulleytotal weight 426.69 total price 3,776.41

Bend pulleytotal weight 426.69 total price 3,776.41

Take up pulleytotal weight 535.43 total price 4,209.36

Tripper pulleytotal weight 866.93 total price 5,388.73

Head ChuteStringer width 1.5 mTop sect. height 1.2 mTop sect. length 1.5 mMid sect. height 1.4 mMid sect. length 1.3 mBottom sect. Height 0.1 mBottom sect. length 1.0 m

Top SectionRoof PL5 2.3 m2 39.35 88.55 3.33 294.48 Back wall (no front) PL5 1.8 m2 39.35 70.84 3.33 235.59 Side walls (2 walls; left and right) PL5 3.6 m2 39.35 141.68 3.33 471.18 Connector L60 6.0 m 5.42 32.52 3.33 108.15

Middle SectionBack wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Front wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Side walls (2 walls; left and right) PL5 3.9 m2 39.35 151.65 3.33 504.35 Connector to Top sect. L60 5.5 m 5.42 29.84 3.33 99.23 Connector to Top Bott. sect. L60 5.5 m 5.42 29.84 3.33 99.23

Bottom SectionBack wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Front wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Side walls (2 walls; left and right) PL5 0.2 m2 39.35 7.91 3.33 26.31 Connector to Mid. sect. L60 5.0 m 5.42 27.15 3.33 90.31

Linerwear palte PL3 3.9 m2 23.55 91.83 5.71 524.58 Shaft S45C 3.33 - Hanger plate (1 pair) ??Push spindle ??

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 84.89 3.33 282.32

total weight 933.78 total price 3,324.71

Skirt BoardSkirtboard length 5.0 mSkirtboard width 1.0 mSkirtboard height 0.4 mSupport pitch 1.2 m Base Material CS Lining Material SUS

Upper Section UW TW UP TP UW TW UP TPRoof plate PL6 5.0 m2 47.09 235.45 2.34 550.10 CS PL4.5 35.32 176.59 2.34 412.57 SUS PL2 15.71 78.54 3.33 81.87

Side SectionSide walls (2 walls; left and right) PL6 4.0 m2 47.09 188.36 2.34 440.08 CS PL4.5 35.32 141.27 2.34 330.06 SUS PL2 15.71 62.83 3.33 66.16 Connector to roof plate L60 10.0 m 5.42 54.20 2.34 126.63

Front and Back sectionFront wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61 Back wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61

SupportsSupport bars L80 1.6 m 9.66 15.46 2.34 36.11

Page 36: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEConnectors

Bolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 53.11 2.34 124.09 total weight 584.26 total price 1,365.02

Inlet ChuteStructure width 1.5 mChute height 2.5 mChute length 1.0 m

ChuteWalls (all 4 walls) PL5 12.5 m2 39.35 492.91 3.33 1,639.30 CS PL4.5 35.32 442.36 2.34 1,033.49 SUS PL2 15.71 196.74 3.33 200.07 Liner (2 sides) PL3 12.5 m2 23.55 294.90 5.71 1,684.72 CS PL4.5 35.32 442.36 2.34 1,033.49 SUS PL5 39.35 492.91 3.33 496.24 Connector L60 10.0 m 5.42 54.31 3.33 180.62

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 84.21 3.33 280.07

total weight 926.34 total price 3,784.71

Diverter Chutetotal weight 2017.83 total price 8,197.66

Fixed Plough / Tripper drivetotal weight 1564.91 total price 4,738.89

Page 37: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICEWeight Breakdown Price Breakdown

I Idler (Bracket only) KG TONDriving and accessories 1,150.00 1.2 14,145

II Deck & Frame Instrument 38.00 0.0 9,048.40

III Pulley

IV Chute & Accessories

V Belt

VI Main Drive

VII Auxiliary Drives

VIII Switches

IX Belt Conveyor Accessories

TOTAL 162,887.35 406,218.32 Safety

162,887.35 406,218.32DETAIL CALC. Non-conveyor structure

IDR/kg IDR/$ $/kgIdler 16,500 9,000 1.83

Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for Quote Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteStringer Frame IDR 0% 5% 5% 9,000 17,000 2,000 400 940 Unit price IDR 0% 5% 5% 9,000 20,000 - 400 940 Unit price

total weight #DIV/0! total price #DIV/0!

Truss Frametotal weight 39636.62 total price 92,604.37

Truss Supporttotal weight 3620.38 total price 6,802.90

Walkwaytotal weight 16485.48 total price 35,829.08

Tail Frame + Safety Fencetotal weight 222.90 total price 494.49

Head Frame + Driving Frametotal weight 672.34 total price 1,570.81

Gravity Take-uptotal weight 3568.62 total price 8,337.49

Shuttle Wheel + Railtotal weight 0.00 total price -

Tripper Car + Railtotal weight 0.00 total price -

Bottom platetotal weight 5816.83 total price 13,590.05

Side platestotal weight 0.00 total price -

Rain Covertotal weight 0.00 total price -

#DIV/0! #DIV/0!Wind Siding

total weight 0.00 total price -

Conveyor Housingtotal weight 51757.08 total price 102,555.22

1.981472208626Housing Deck & Support

total weight 42350.84 total price 87,326.56 2.0619792480993

Drive Pulleytotal weight 779.10 total price 4,765.15

Tail Pulleytotal weight 543.85 total price 4,057.57

Snub Pulleytotal weight 357.37 total price 3,456.23

Bend pulleytotal weight 357.37 total price 3,456.23

Take up pulley0.0 total weight 519.12 total price 4,144.00

Tripper pulleytotal weight 0.00 total price -

Head ChuteStringer width 1.5 mTop sect. height 1.5 mTop sect. length 1.5 mMid sect. height 1.4 mMid sect. length 1.3 mBottom sect. Height 0.1 mBottom sect. length 1.0 m

Page 38: Summary Calculation Cement Terminal Revisi 1

No. Description Specification Qty. UoM Unit Weight Total Weight Unit PRICE Total PRICETop Section

Roof PL5 2.3 m2 39.35 88.55 3.33 294.48 Back wall (no front) PL5 2.3 m2 39.35 88.55 3.33 294.48 Side walls (2 walls; left and right) PL5 4.5 m2 39.35 177.09 3.33 588.97 Connector L60 6.0 m 5.42 32.52 3.33 108.15

Middle SectionBack wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Front wall PL5 2.1 m2 39.35 82.64 3.33 274.85 Side walls (2 walls; left and right) PL5 3.9 m2 39.35 151.65 3.33 504.35 Connector to Top sect. L60 5.5 m 5.42 29.84 3.33 99.23 Connector to Top Bott. sect. L60 5.5 m 5.42 29.84 3.33 99.23

Bottom SectionBack wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Front wall PL5 0.2 m2 39.35 5.90 3.33 19.63 Side walls (2 walls; left and right) PL5 0.2 m2 39.35 7.91 3.33 26.31 Connector to Mid. sect. L60 5.0 m 5.42 27.15 3.33 90.31

LinerWear Plate PL3 4.4 m2 23.55 102.42 6 600.43 Shaft S45C 3.33 - Hanger plate (1 pair) ??Push spindle ??

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 91.26 3.33 303.51

total weight 1003.87 total price 3,598.44

Skirt BoardSkirtboard length 3.0 mSkirtboard width 1.0 mSkirtboard height 0.4 mSupport pitch 1.0 m Base Material CS Lining Material SUS

Upper Section UW TW UP TP UW TW UP TPRoof plate PL6 3.0 m2 47.09 141.27 2.34 330.06 CS PL4.5 35.32 105.95 2.34 247.54 SUS PL2 15.71 47.12 3.33 50.45

Side SectionSide walls (2 walls; left and right) PL6 2.4 m2 47.09 113.02 2.34 264.05 CS PL4.5 35.32 84.76 2.34 198.03 SUS PL2 15.71 37.70 3.33 41.03 Connector to roof plate L60 6.0 m 5.42 32.52 2.34 75.98

Front and Back sectionFront wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61 Back wall PL6 0.4 m2 47.09 18.84 2.34 44.01 CS PL4.5 35.32 14.13 2.34 33.01 SUS PL2 15.71 6.28 3.33 9.61

SupportsSupport bars L80 1.6 m 9.66 15.46 2.34 36.11

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.0 set Weight 33.99 2.34 79.42

total weight 373.93 total price 873.63

Inlet ChuteStructure width 1.5 mChute height 3.0 mChute length 1.0 m

ChuteWalls (all 4 walls) PL5 15.0 m2 39.35 591.49 3.33 1,967.16 CS PL4.5 35.32 530.83 2.34 1,240.19 SUS PL2 15.71 236.09 3.33 239.42 Liner (2 sides) PL3 27.1 m2 23.55 638.08 6 3,740.63 CS PL4.5 35.32 957.11 2.34 2,236.14 SUS PL5 39.35 1066.50 3.33 1,069.82 Connector L60 10.0 m 5.42 54.31 3.33 180.62

ConnectorsBolts, Ribs, gusset, etc Various mild steels 1.00 set Weight 128.39 3.33 426.99

total weight 1412.27 total price 6,315.39 Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. for QuoteIDR 0% 5% 5% 1 20,000 - 400 940 Unit price

Diverter Chute Hardox kg 28,500 28,500 29,925 31,421 31,421.25 20,000.00 - 400.00 940.00 52,761.25 total weight 927.76 total price 4,506.97

Fixed Plough / Tripper drivetotal weight 24.23 total price 14.06

Page 39: Summary Calculation Cement Terminal Revisi 1

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16(m) (kg) IDR 10% 10% 0% 9,000 6,000 3,500 1,000 - Unit price

Description Shape Dimension Length Weight Unit Weight uom Quotation +PPN +Wasting + Contg. Mat'l Rate $ Fabr. SanBl+Paint. Pack. Transp. + Instl for QuoteAngle L20 20x20x3 6 5.31 0.88 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 Channel JIS UNP50 50x38x5 6 30 5.00 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 INP profile INP80 80x42x3.9x5.9x2.3 6 38.5 6.42 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 IPE profile IPE80 80x46x3.8x5.2 12 72 6.0 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 WF profile WF100 100x50x5x7 12 112 9.3 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 H-beam H100 100x100x6x8 12 206 17.17 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 Lip Channel LC60 60X30X10X1.6 6 9.76 1.63 kg/m 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34 Plate PL1.2 4'X8' 2.973 28 9.42 kg/m2 8,700 9,570 10,527 10,527 1.17 0.67 0.39 0.11 - 2.34

Page 40: Summary Calculation Cement Terminal Revisi 1

BC1 BC2 BC3 BC4 Total

42,492 525,492 204,889 162,887 935,760

42,597 525,597 204,994 162,992 936,180

Steel Structural 31,424 458,419 175,858 136,421 802,121

Idler 1,153 12,515 4,804 4,132 22,604

Pulley 2,814 4,698 3,337 3,272 14,121

Chute and Skirtboard 2,787 2,787 2,549 2,895 11,018

Belt Cleaner 105 105 105 105 420

Rubber Belt 3,850 45,850 17,150 14,980 81,830

Driving and accessories 440 1,150 1,150 1,150 3,890

Instrument 24 74 40 38 176