cost of ps farm

SUMMARY OF ALL PROJECT COST:

SL No

Description Quantity Unit Price Total Note

1. Bricks 1037750 Piece 7.0 72642502. Brick chips 207230 cft 84 174073203. M/s Rod 644665 kg 53 341672454. Cement 51870 bag 435 225634505. Fine Sand 242950 cft 18 43731006. Filling Sand 67960 cft 13 8834807. Filling Soil 436526 cft 4.5 19643678. Suttaring Wood 7095.5 cft 430 30510659. Nails for Suttaring 7767 kg 70 54369010. Wire for rod binding 5656 kg 106 59953611 Painting (Only Paint) 204500 sft 5 102250012. Rupban Sheet 1621 kg 75 12157513 Thai Glass for Window 512 Sft 420 21504014 M/S Sheet 15000 kg 98 147000015 Polithin 1370 Kg 110 15070016 Bamboo 10000 Piece 75 75000017 Roofing 3066 Sft 175/130 47103018 Tiles 10350 sft 80 82800019 Still Door 1512 Sft 300 45360020 Wooden Door 15 Piece 12500 18750021 PVC Door 11 Piece 3500 38500

Total= 98525948 Tk

SincerelyDate:

(Omor Faruk) Mother Trade International.

SL No

Description Quantity Unit Price Total Note

22 Still Door Double 8 Piece 10000 8000023 Thai Grill 512 Sft 150 7680024 Net Grill 1152 Sft 150 17280025 Vibrate wire 700 Kg 90 6300026 Engle Bar 350 Pice 300 10500027 Window Green 1456 Sft 420 61152028 Electric wiring (Materials) 45000029 Water System (Materials) 62000030 Management 00000031 Pump, Tank & Boring 42000032 F/ Selling 10000033 All Project Soil Filling 850000 cft 4.5 382500034 Soil Labeling & Dressing 300000 Sft 2 60000035 All Contactor Charge (Civil, Tiles, Water & Electric) 29478900

Total = 36603020 TK.

Grand Total : 135128968 Tk Only.

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ALL CONTRACTOR CHARGE:

1. Civil Work = 17 Item Total = 28056150 Note

2. Tiles Work = 10350 × 20 = 207000

3. Water System = 250000 × 1 = 250000

4. Electric Wiring = 250000 × 1 = 250000

5. Painting = 204500 × 1 × 3.5 = 715750

Total= 29478900 TK.

TOTAL CONTRACTOR CHARGE:= 294,78900.00tk

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COUNTRUCTOR CHARGE OF CIVIL WORK:

1. MAIN HOUSE (Foundation) = 21500 Sft × 4 × 50 = 4300000 Note2. MAIN ,, (1ST, 2ND & 3rd Floor) = 21500 × 12 × 75 = 193500003. GATE SPRAY = 485 × 1 × 85 = 412254. RCC ROAD = 20000 × 1 × 30 = 6000005. RICE HUSK = 700 × 1 × 85 = 595006. CAR SPRAY = 915 × 1 × 85 = 777757. FEED GO DOWN = 1000 × 1 × 85 = 850008. TOWER TANK = 1 L/S 1500009. STAFF & WORKER = 10125 × 2 × 85 = 172125010. BOUNDARY WALL = 3050 × 1 × 230 = 70150011. WATER RESIRVOIR = 1 L/S 15000012. OFFICE BUILDING = 3200 × 1 × 85 = 22700013. THAI RESIDENCE = 2100 × 1 × 85 = 17850014. ELECRIC-SUB-STATION = 1650 × 1 × 85 = 14025015. WORK-SHOP = 775 × 1 × 85 = 6575016. MANURE GO DOWN = 260 × 4 × 85 = 8840017. TOILET TANK = 800 × 1 × 150 = 120000

TOTAL = 28056150 Tk

SincerelyDate:

(Omor Faruk)Mother Trade International.

BRICKS

1. MAIN HOUSE = 162500 4 = 650000 Note2. GATE SPRAY = 5750 1 = 57503. ROAD = 6500 1 = 65004. RICE HUSK = 5500 1 = 55005. CAR SPRAY = 8550 1 = 85506. FEED GO DOWN = 4500 1 = 45007. TOWER TANK = 1500 1 = 15008. STAFF & WORKER = 75500 2 = 1510009. BOUNDARY WALL = 105850 1 = 10585010. WATER RESIRVOIR = 10550 1 = 1055011. OFFICE ROOM = 26550 1 = 2655012. THAI RESIDENCE = 13500 1 = 1350013.ELECRIC-SUB-STATION

= 8500 1 = 8500

14. WORK-SHOP = 6000 1 = 600015. MANURE GO DOWN = 6500 4 = 2600016. TOILET TANK = 7500 1 = 7500

GRAND TOTAL = 1037750 Pice

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BRICKS CHIPS

1. MAIN HOUSE = 42250 4 = 169000 Note2. GATE SPRAY = 215 1 = 2153. RCC ROAD = 9150 1 = 91504. RICE HUSK = 450 1 = 4505. CAR SPRAY = 735 1 = 7356. FEED GO DOWN = 1220 1 = 12207. TOWER TANK = 830 1 = 8308. STAFF & WORKER = 6100 2 = 122009. BOUNDARY WALL = 4070 1 = 407010. WATER RESIRVOIR = 2110 1 = 211011. OFFICE ROOM = 2050 1 = 205012. THAI RESIDENCE = 980 1 = 980

13.ELECRIC-SUB-STATION = 1720 1 = 172014. WORK-SHOP = 410 1 = 41015. MANURE GO DOWN = 410 4 = 164016. TOILET TANK = 450 1 = 450

TOTAL = 207230 Cft

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M/S ROD

1. MAIN HOUSE = 138200 4 = 552800 Note2. GATE SPRAY = 650 1 = 6503. ROAD = 12385 1 = 123854. RICE HUSK = 1050 1 = 10505. CAR SPRAY = 1650 1 = 16506. FEED GO DOWN = 2100 1 = 21007. TOWER TANK = 2250 1 = 22508. STAFF & WORKER = 18150 2 = 363009. BOUNDARY WALL = 9910 1 = 991010. WATER RESIRVOIR = 3850 1 = 385011. OFFICE ROOM = 6820 1 = 682012. THAI RESIDENCE = 2550 1 = 255013. ELECRIC-SUB-STATION = 4150 1 = 415014. WORK-SHOP = 1400 1 = 140015. MANURE GO DOWN = 1400 4 = 5600 16. TOILET TANK = 1200 1 = 1200

TOTAL = 644665 KG

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CEMENT FOR ALL WORK

1. MAIN HOUSE = 10350 4 = 41400 Note2. GATE SPRAY = 100 1 = 1003. ROAD = 1850 1 = 18504. RICE HUSK = 155 1 = 1555. CAR SPRAY = 205 1 = 2056. FEED GO DOWN = 325 1 = 3257. TOWER TANK = 165 1 = 1658. STAFF & WORKER = 1900 2 = 38009. BOUNDARY WALL = 1190 1 = 119010. WATER RESIRVOIR = 350 1 = 35011. OFFICE ROOM = 750 1 = 75012. THAI RESIDENCE = 290 1 = 29013.ELECRIC-SUB-STATION = 420 1 = 42014. WORK-SHOP = 160 1 = 16015. MANURE GO DOWN = 140 4 = 56016. TOILET TANK = 150 1 = 150

TOTAL = 51870 Bag

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FINE SAND

1. MAIN HOUSE = 45000 4 = 180000 Note2. GATE SPRAY = 450 1 = 4503. RCC ROAD = 10500 1 = 105004. RICE HUSK = 650 1 = 6505. CAR SPRAY = 1100 1 = 11006. FEED GO DOWN = 1500 1 = 15007. TOWER TANK = 800 1 = 8008. STAFF & WORKER = 12150 2 = 243009. BOUNDARY WALL = 7290 1 = 729010. WATER RESIRVOIR = 2540 1 = 254011. OFFICE ROOM = 4520 1 = 452012. THAI RESIDENCE = 1800 1 = 180013. ELECRIC-SUB-STATION = 2500 1 = 250014. WORK-SHOP = 850 1 = 85015. MANURE GO DOWN = 850 4 = 340016. TOILET TANK = 750 1 = 750

TOTAL = 242950 Cft

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FILLING SAND1. MAIN HOUSE = 10750 4 = 43000 Note

2. GATE SPRAY = 500 1 = 5003. RCC ROAD = 3650 1 = 36504. RICE HUSK = 350 1 = 3505. CAR SPRAY = 450 1 = 4506. FEED GO DOWN = 500 1 = 5007. TOWER TANK = 100 1 = 1008. STAFF & WORKER = 5500 2 = 110009. BOUNDARY WALL = 3050 1 = 305010. WATER RESIRVOIR = 200 1 = 20011. OFFICE ROOM = 1640 1 = 164012. THAI RESIDENCE = 820 1 = 82013. ELECRIC-SUB-STATION = 850 1 = 85014. WORK-SHOP = 1000 1 = 100015. MANURE GO DOWN = 200 4 = 80016. TOILET TANK = 50 1 = 50

TOTAL = 67960 Cft

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FILLING SOIL


TOTAL = 436526 Cft

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SUTTARING WOOD

1. MAIN HOUSE = 1550 5 = 62002. GATE SPRAY = 5 1 = 53. RCC ROAD = 5 1 = 54. RICE HUSK = 2.5 1 = 2.55. CAR SPRAY = 6 1 = 66. FEED GO DOWN = 20 1 = 207. TOWER TANK = 15 1 = 158. STAFF & WORKER = 350 1 = 3509. BOUNDARY WALL = 250 1 = 25010. WATER RESIRVOIR = 15 1 = 1511. OFFICE ROOM = 80 1 = 8012. THAI RESIDENCE = 50 1 = 5013. ELECRIC-SUB-STATION = 50 1 = 5014. WORK-SHOP = 5 1 = 515. MANURE GO DOWN = 10 4 = 4016. TOILET TANK = 2 1 = 2

TOTAL = 7095.5 Cft

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NAILS FOR SUTTARING


TOTAL = 7767 Kg

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WIRE FOR ROD BINDING


TOTAL = 5656 KG

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PAINTING ALL PROJCET (ONLY MATRIALS)

1. MAIN HOUSE = 22500 4 = 90000 Note

2. GATE SPRAY = 1650 1 = 16503. RICE HUSK = 1550 1 = 15504. CAR SPRAY = 2750 1 = 27505. FEED GO DOWN = 3500 1 = 35006. STAFF & WORKER = 34950 2 = 699007. OFFICE ROOM = 12500 1 = 125008. THAI RESIDENCE = 8500 1 = 85009. ELECRIC-SUB-STATION = 5150 1 = 515010. WORK-SHOP = 3000 1 = 300011. MANURE GO DOWN = 1500 4 = 6000

TOTAL = 204500 Sft

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ROPBAN SHEET

1. MAIN HOUSE = 350 4 = 1400 Note2. GATE SPRAY = 1 1 = 13. RCC ROAD = 2 1 = 24. RICE HUSK = 2 1 = 25. CAR SPRAY = 3 1 = 36. FEED GO DOWN = 5 1 = 57. TOWER TANK = 2 1 = 2

8. STAFF & WORKER = 20 1 = 209. BOUNDARY WALL = 120 1 = 12010. WATER RESIRVOIR = 2 1 = 211. OFFICE ROOM = 5 1 = 512. THAI RESIDENCE = 5 1 = 513. ELECRIC-SUB-STATION = 8 1 = 814. WORK-SHOP = 2 1 = 215. MANURE GO DOWN = 3 4 = 1216. TOILET TANK = 2 1 = 2

TOTAL = 1621 Kg

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THAI GLASS FOR WINDOW

1. GATE SPRAY = 4×4 = 16 × 2 = 32 Note2. STAFF & WORKER = 4×4 = 16 × 10 = 1603. OFFICE ROOM = 4×4 = 16 × 6 = 964. THAI RESIDENCE = 4×4 = 16 × 14 = 224

TOTAL = 512 Sft

M/S SHEET 1. MAIN HOUSE = 250 × 6 = 15000 KG

POLITHIN

1. MAIN HOUSE = 250 × 4 = 10002. RCC ROAD = 220 × 1 = 2203. RECIDENCE ALL FLOR = 150 × 1 = 150

TOTAL = 1370 KG

BAMBOO

1. MAIN HOUSE = 2000 × 4 = 8000

2. ALL RECIDENCE = 2000 × 1 = 2000TOTAL = 10000 Piece

ROOFING

1. RICE HUSK = 1610 × 175 = 2817502. CAR SPRAY = 1006 × 130 = 1307803. TOWER TANK = 450 × 130 = 58500

TOTAL = 471030 Tk

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TILES1. GATE SPRAY = 850 × 1 = 8502. STAFF & WORKER = 3500 × 2 = 70003. OFFICE ROOM = 2750 × 1 = 27504. THAI RESIDENCE = 3250 × 1 = 3250

TOTAL = 10350 Sft

STILL DOOR

1. GATE SPRAY = 21 × 4 = 842. STAFF & WORKER = 21 × 48 = 10083. OFFICE ROOM = 21 × 4 = 844. WORK-SHOP = 35 × 2 = 705. MANURE GO DOWN = 35 × 4 = 1406. FEED GO DOWN = 42 × 2 = 84

TOTAL = 1512 Sft

WOODEN DOOR

1. STAFF & WORKER = 6 Pice = 62. OFFICE ROOM = 1 Pice = 13. THAI RESIDENCE = 8 Pice = 8

TOTAL = 15 Pice

P.V.C DOOR

1. STAFF & WORKER = 6 Pice = 62. THAI RESIDENCE = 3 Pice = 33. OFFICE ROOM = 2 Pice = 2

TOTAL = 11 Pice

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STILL DOOR DUBBLE 1. SPRAY ROOM = 8 Pic = 8 Pic

THAI GRILL1. GATE SPRAY = 16 × 2 = 322. STAFF & WORKER = 16 × 10 = 1603. OFFICE ROOM = 16 × 4 = 644. THAI RESIDENCE = 16 × 14 = 224

TOTAL = 512 Sft

NET GRILL

1. STAFF & WORKER = 60 × 16 = 9602. KITCHEN ROOM = 48 × 4 = 192

TOTAL = 1152 Sft

VIBRET WIRE 1. BOUNDARY WALL = 700 × 1 = 700 KG

ANGLE BER BOUNDARY WALL = 350 × 1 = 350 Pice

WINDOW GRIL

1. WORK SHOP = 16 × 7 = 1122. STAFF & WORKER = 16 × 80 = 12803. OFFICE ROOM = 16 × 4 = 64

TOTAL = 1456 Sft

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cost of ps farm

Engineering

item total

grand total

total contractor charge

water electric

tiles work

water resirvoir

water system materials

filling soil