Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

3
Project : Four Storey Building Owner : Mr. Raymund Alberto Subject : Evaluation of Variation Works No. 1 - Finishing Works- Ground - 4th floor Date : as of Jan. 11, 2012 UNIT QTY MATL LABOR COST AMOUNT QTY MATL LABOR COST AMOUNT I Additional Requirement  A. Water cistern - 9 cu. M 1. Civil Works a. Layout and staking lot 1.00 1,500.00 1,500.00 1,500.00 1.00 - 1,500.00 1,500.00  1,500.00  new lay-out b. Excavation Manual excavation / trimming cu.m. 13.00 550.00 550.00 7,150.00  13.00  550.00 550.00 7,150.00  c. Gravel bedding cu.m. 0.82  950.00 285.00 1,235.00 1,012.70  0.82  950.00 285.00 1,235.00 1,012.70 at 0.10m thk. d. Backfill & compaction cu.m. 3.00 550.00 550.00 1,650.00 3.00 550.00 550.00  1,650.00  at perimeter wall Sub - total 11,312.70 11,312.70 -  2. Structural Works a. Foundation/footings/Retaining wall Concrete cu.m. 7.22 3,850.00 330.00 4,180.00 30,179.60  7.22  3,850.00 330.00 4,180.00 30,179.60 from existing cost Rebars kgs. 684.00 42.00 4.50 46.50 31,806.00 684.00 42.00 4.50 46.50 31,806.00 guaranteed qty Formworks sq.m. 33.00 275.00 325.00 600.00 19,800.00  33.00  275.00 325.00 600.00 19,800.00  Sub - total 81,785.60 81,785.60 -  3. Miscellaneous Works a. Waterproofing sq.m. 27.00 700.00 700.00 18,900.00  27.00  650.00 650.00 17,550.00 to provide wp prior b. Tank li ning appli cation sq.m. 27.00 950.00 950.00 25,650.00  27.00  875.00 875.00 23,625.00 to epoxy tank lining include inner top c. Plumbing connection lot 1.00 10,000.00 10,000.00  10,000.00  1.00 10,000.00 10,000.00  10,000.00  gate / check valves d. SS ladder and manhole covering lot 1.00 12,000.00 12,000.00 12,000.00 float / foot valves SS ladder rung pcs 8.00 1,000.00  1,000.00 8,000.00 by-pass & ventillator SS manhole cover w padlock pc 2.00 2,000.00  2,000.00 4,000.00  e. Louver type metal door for pump rm. lot 1.00 13,500.00 13,500.00  13,500.00  1.00  13,500.00 13,500.00  13,500.00  w lockset (deadlock) with hardware Sub - total 80,050.00 76,675.00 (3,375.00)  Total Amount I - Cistern 173,148.30 169,773.30  (3,375.00)  II Ground Floor   A. Toilet Area 1. Excavation cu.m. 1.00 550.00 550.00 550.00  1.00  550.00 550.00 550.00 not included on orig plan 2. Masonry Works sq.m. 3.69  675.00  140.00 815.00 3,007.35  3.69  675.00  140.00 815.00  3,007.35  3. Plastering Works 4. PVC Toilet door with hardware set 1.00  4,500.00  1,000.00 5,500.00 5,500.00  1.00  4,500.00  1,000.00 5,500.00 5,500.00 w lockset/ hinges 5. Tileworks w/ adhesive & grout a. Wall (1.20m high)( 300X300 VFT) @ 40/pc sq.m. 6.24 370.00 370.00 2,308.80  6.24  350.00  350.00 2,184.00 include adhesives & b. Floor 300x300 VFT) @ 40/pc sq.m. 2.10 370.00 370.00 777.00  2.10  350.00  350.00 735.00 grout, guaranteed qty 6. Plumbing connection lot 1.00 10,000.00 10,000.00  10,000.00  1.00  8,000.00  8,000.00  8,000.00  piping, valves, by-pass 7. Painting lot 1.00 2,000.00 2,000.00  2,000.00  6.00  140.00 110.00 250.00 1,500.00 works, ventilator 2.00  140.00 120.00 260.00  500.00  Sub - total 24,143.15 21,976.35 (2,166.80)  B. Painting 1. Walls sq.m. 84.70 140.00 120.00 260.00 22,022.00  84.70  140.00 110.00 250.00 21,175.00  2. Ceiling sq.m. 80.00  140.00  120.00 260.00 20,800.00  80.00 140.00  120.00 260.00 20,800.00  3. Fairfaced concrete finish ( ceiling) sq.m. 80.00 120.00 90.00 210.00  16,800.00 80.00  100.00 80.00 180.00  14,400.00  orig cost considered lowest possible cost Sub - total 59,622.00  56,375.00  (3,247.00)  C. Fi nishing 1. 400X400 non skid VFT @ 100/pc sq.m. 52.50 370.00 370.00 19,425.00  52.50  350.00 350.00 18,375.00 include adhesives & 2. 200x200 non skid pavers ramp @ 25/pc sq.m. 12.00 370.00 370.00 4,440.00  12.00  350.00 350.00 4,200.00 grout, guaranteed qty 3. Stair lobby( 400X400 non-skid tiles) @ 120/pc sq.m. - - - -  4. Stair / landing floor finish sq.m. Sub - total 23,865.00  22,575.00  (1,290.00) -  VARIANCE REMARKS DESCRIPTION ITEM TRADECON PROPOSAL RASA EVALUATION/ FINAL CLARIFICATION

Transcript of Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

Page 1: Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

7/28/2019 Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

http://slidepdf.com/reader/full/evaluation-of-finishing-works-final-11113variation-cost-no-1 1/3

Project : Four Storey Building

Owner : Mr. Raymund Alberto

Subject : Evaluation of Variation Works No. 1 - Finishing Works- Ground - 4th floor 

Date : as of Jan. 11, 2012

UNIT QTY MATL LABOR COST AMOUNT

I Additional Requirement

 A. Water cistern - 9 cu. M

1. Civil Works

a. Layout and staking lot 1.00 1,500.00 1,500.00 1,500.00

b. Excavation

Manual excavation / trimming cu.m. 13.00 550.00 550.00 7,150.00   

c. Gravel bedding cu.m. 0.82  950.00 285.00 1,235.00 1,012.70   

d. Backfill & compaction cu.m. 3.00 550.00 550.00 1,650.00

Sub - total 11,312.70

2. Structural Works

a. Foundation/footings/Retaining wall

Concrete cu.m. 7.22 3,850.00 330.00 4,180.00 30,179.60   

Rebars kgs. 684.00 42.00 4.50 46.50 31,806.00

Formworks sq.m. 33.00 275.00 325.00 600.00 19,800.00   

Sub - total 81,785.60

3. Miscellaneous Works

a. Waterproofing sq.m. 27.00 700.00 700.00 18,900.00   

b. Tank l ining appl ication sq.m. 27.00 950.00 950.00 25,650.00   

c. Plumbing connection lot 1.00 10,000.00 10,000.00  10,000.00 

d. SS ladder and manhole covering lot 1.00 12,000.00 12,000.00 12,000.00

SS ladder rung pcsSS manhole cover w padlock pc

e. Louver type metal door for pump rm. lot 1.00 13,500.00 13,500.00  13,500.00   

with hardware

Sub - total 80,050.00

Total Amount I - Cistern 173,148.30

II Ground Floor  

 A. Toilet Area

1. Excavation cu.m. 1.00 550.00 550.00 550.00   

2. Masonry Works sq.m. 3.69  675.00  140.00 815.00 3,007.35   

3. Plastering Works

4. PVC Toilet door with hardware set 1.00  4,500.00  1,000.00 5,500.00 5,500.00   

5. Tileworks w/ adhesive & grout

a. Wall (1.20m high)( 300X300 VFT) @ 40/pc sq.m. 6.24 370.00 370.00 2,308.80   

b. Floor 300x300 VFT) @ 40/pc sq.m. 2.10 370.00 370.00 777.00   6. Plumbing connection lot 1.00 10,000.00 10,000.00  10,000.00   

7. Painting lot 1.00 2,000.00 2,000.00  2,000.00   

 

Sub - total 24,143.15

B. Painting

1. Walls sq.m. 84.70 140.00 120.00 260.00 22,022.00   

2. Ceiling sq.m. 80.00  140.00  120.00 260.00 20,800.00 

3. Fairfaced concrete finish (ceiling) sq.m. 80.00 120.00 90.00 210.00  16,800.00  

Sub - total 59,622.00 

C. Finishing

1. 400X400 non skid VFT @ 100/pc sq.m. 52.50 370.00 370.00 19,425.00   

2. 200x200 non skid pavers ramp @ 25/pc sq.m. 12.00 370.00 370.00 4,440.00   

3. Stair lobby( 400X400 non-skid tiles) @ 120/pc sq.m. - -

4. Stair / landing floor finish sq.m.

Sub - total 23,865.00 

DESCRIPTIONITEMTRADECON PROPOSAL

Page 2: Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

7/28/2019 Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

http://slidepdf.com/reader/full/evaluation-of-finishing-works-final-11113variation-cost-no-1 2/3

Page 3: Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

7/28/2019 Evaluation of Finishing Works- Final-1!11!13_Variation Cost No. 1

http://slidepdf.com/reader/full/evaluation-of-finishing-works-final-11113variation-cost-no-1 3/3

UNIT QTY MATL LABOR COST AMOUNTDESCRIPTIONITEM

TRADECON PROPOSAL

D. Tileworks

1. Stair lobby( 400X400 non-skid tiles) @ 120/pc sq.m. 7.50 370.00 370.00 2,775.00   

2. Storage & Repair area (600x600 Homogenous t ile sq.m. 48.00 370.00 370.00 17,760.00   

3. Fire exit (300x300 VFT) @ 40/pc sq.m. 1.80 370.00 370.00 666.00   

4. 50mm thk thk concrete topping sq.m. 57.30 90.00  250.00  340.00 19,482.00   

Sub - total 40,683.00

E. Painting works

a. Walls sq.m. 147.79 140.00 120.00 260.00 38,425.40   

b. Ceiling sq.m. 52.20 140.00 120.00 260.00 13,572.00   

Sub - total 51,997.40

F. Doors/ Steel Grills/ Glassworks1. 600 x 2100 PVC door nos. 1.00 3,500.00 1,000.00 4,500.00 4,500.00   

- Pantry door 

2. 800 x 2100 Panel door nos. 1.00 4,500.00 1,000.00 5,500.00  5,500.00   

3. 900 x 2100 Metal door (fire exit) nos. 1.00 9,500.00  1,500.00  11,000.00 11,000.00   

4. 12mm fixed glass 400 x 1800 (front balcony) nos. 2.00 -  -   

5. Security grill sq.m. 6.06 - -   

Sub - total 21,000.00

Total Amount IV - Third Floor 152,051.40

V Fourth Floor  

 A. Ceiling Works

1. Fairfaced Concrete Finish sq.m. 58.89 90.00  265.00 355.00  20,905.95   B. Toi let Area

1. W all (1.80m high)( 300X300 VFT) @ 40/pc sq.m. 16.02 370.00 370.00 5,927.40   

2. Floor (300x300 VFT) @ 40/pc sq.m. 3.60 370.00 370.00 1,332.00   

3. Shower area tile works sq.m. 17.80 370.00 370.00 6,586.00   

Sub - total 13,845.40

C. Masonry Works ( Shower area)

1. 4" CHB wall sq.m. 14.80  675.00  140.00 815.00 12,062.00  

2. Plastering sq.m. 29.60 90.00 120.00 210.00 6,216.00

3. Double wall on metal studs sq.m. 5.00 850.00 255.00 1,105.00 5,525.00

Sub - total 23,803.00

D. Tileworks

1. Stair lobby( 400X400 non-skid tiles) @ 120/pc sq.m. 7.50 370.00 370.00 2,775.00   

2. Staf f area (600x600 Homogenous ti les) @ 280/pc sq.m. 48.00 370.00 370.00 17,760.00   3. Fire exit (300x300 VFT) @ 40/pc sq.m. 1.80 370.00 370.00 666.00   

4. 50mm thk thk concrete topping sq.m. 57.30 90.00  250.00  340.00 19,482.00   

Sub - total 40,683.00

E. Painting works

1. Walls sq.m. 141.63 140.00 120.00 260.00 36,823.80   

2. Ceiling sq.m. 52.20 140.00 120.00 260.00 13,572.00   

Sub - total 50,395.80

F. Doors/ Steel Grills/ Glassworks

1. 600 x 2100 PVC door nos. 2.00 4,500.00 1,000.00 5,500.00 11,000.00   

2. 900 x 2100 Metal door (fire exit) nos. 1.00 9,500.00 1,500.00 11,000.00 11,000.00   

3. 12mm fixed glass 400 x 1800 (front balcony) nos. 2.00 -  -   

4. Security grill sq.m. 6.06 - -   

Sub - total 22,000.00

G. Roughing ins for toilets and showers lot 1.00 16,000.00 16,000.00  16,000.00   

Total Amount V - Fourth Floor 187,633.15

Grand Total Item I - V P 765,829.50