Project : Proposed CHB Fence

Location :
Owner :

Item WITH WASTE

Description Unit Unit Cost Total Amount QUANTITY UNIT LABOR COST TOTAL AMOUNT
No. STAGE

A. EARTH WORKS 2,511.60 cu.m. 800 2,009,280.00

A.1 Common Borrow (Excavated) 1,846.00 cu.m. 1,800.00 3,322,800.00 -
A.2 Gravel Bedding 247.00 cu.m. 1,600.00 395,200.00 -

B. STRUCTURAL WORKS
B.1 Footing 66.00 cu.m. 3500 231,000.00
a. Cement 764.00 bags 260.00 198,640.00
b. Sand 43.00 cu.m. 1,150.00 49,450.00
c. Gravel 86.00 cu.m. 1,600.00 137,600.00
Reinforced Steel Bars 3,162.00 kgs 35 110,670.00
d. 12mmø x 6.0m 770.00 pcs. 260.00 200,200.00
e. 10mmø x 6.0m - pcs. 150.00 -
f. # 16 G.I Tie wire 80.00 kg 100.00 8,000.00 61 kgs 20 1,220.00

B.2 COLUMN 74.00 cu.m. 3500 259,000.00

a. Cement 861.00 bags 260.00 223,860.00
b. Sand 49.00 cu.m. 1,150.00 56,350.00
c. Gravel 97.00 cu.m. 1,600.00 155,200.00
Reinforced Steel Bars 10,472.00 kgs 35 366,520.00
d. 12mmø x 6.0m 1,675.00 pcs. 260.00 435,500.00
e. 10mmø x 6.0m 1,256.00 pcs. 150.00 188,400.00
f. # 16 G.I Tie wire 228.00 kg 100.00 22,800.00 175.00 kgs 20 3,500.00

B.3 STIFFENER BEAM 37.00 cu.m. 3500 129,500.00

a. Cement 424.00 bags 260.00 110,240.00
b. Sand 26.00 cu.m. 1,150.00 29,900.00
c. Gravel 50.00 cu.m. 1,600.00 80,000.00
Reinforced Steel Bars 4,924.00 kgs 35 172,340.00
d. 12mmø x 6.0m 835.00 pcs. 260.00 217,100.00
e. 10mmø x 6.0m 523.00 pcs. 150.00 78,450.00
f. # 16 G.I Tie wire 190.00 kg 100.00 19,000.00 146.00 kgs 20 2,920.00

B.4 FOOTING TIE BEAM 51.00 cu.m. 3500 178,500.00

a. Cement 588.00 bags 260.00 152,880.00
b. Sand 34.00 cu.m. 1,150.00 39,100.00
c. Gravel 67.00 cu.m. 1,600.00 107,200.00
Reinforced Steel Bars 6,416.00 kgs 35 224,560.00
d. 12mmø x 6.0m 835.00 pcs. 260.00 166,920.00
e. 10mmø x 6.0m 1,044.00 pcs. 150.00 120,450.00
f. # 16 G.I Tie wire 190.00 kg 100.00 14,600.00 146.00 kgs 20 2,920.00

B.3 Formworks
a. Phenolic 660.00 pcs. 600.00 396,000.00 1,584.00 sq.m 320 506,880.00
b. 2"x2"x12' coco 2,376.00 pcs. 130.00 308,880.00
c. C. Nail 360.00 kg 130.00 46,800.00

D. MASONRY WORKS
a. 4" thk. CHB 25,038.00 pcs 16.00 400,608.00 1,445.00 sq.m 320 462,400.00
b. 5" thk. CHB 12,519.00 pcs 20.00 250,380.00 434.00 sq.m 210 91,140.00
c. Cement (including plaster) 2,461.00 bags 260.00 639,860.00 4,334.00 sq.m 210 910,140.00
d. Vibro (including plaster) 207.00 cu.m. 1,300.00 269,100.00
e. RSB (12mmøx6.00) 1,879.00 pcs 260.00 488,540.00 7,717.00 kg 35 270,095.00
f. # 16 G.I Tie wire 58.00 kg 100.00 5,800.00 44.00 kg 20 880.00

E. MOBILIZATION AND HAULING 300,000.00

SUBTOTAL 9,335,808.00 6,233,465.00

15,569,273.00
Project : Proposed CHB Fence
Location :
Owner :

Item
Description Quantity Unit
No.

A. EARTH WORKS
A.1 Common Borrow (Excavated) 1,420.00 cu.m.
A.2 Gravel Bedding 190.00 cu.m.

B. STRUCTURAL WORKS
B.1 Footing
a. Cement 587.00 bags
b. Sand 33.00 cu.m.
c. Gravel 66.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 592.00 pcs.
e. 10mmø x 6.0m - pcs.
f. # 16 G.I Tie wire 61.00 kg

B.2 COLUMN
a. Cement 662.00 bags
b. Sand 37.00 cu.m.
c. Gravel 74.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 1,288.00 pcs.
e. 10mmø x 6.0m 966.00 pcs.
f. # 16 G.I Tie wire 175.00 kg

B.3 STIFFENER BEAM

a. Cement 326.00 bags
b. Sand 20.00 cu.m.
c. Gravel 38.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 642.00 pcs.
e. 10mmø x 6.0m 402.00 pcs.
f. # 16 G.I Tie wire 146.00 kg
B.4 FOOTING TIE BEAM
a. Cement 452.00 bags
b. Sand 26.00 cu.m.
c. Gravel 51.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 642.00 pcs.
e. 10mmø x 6.0m 803.00 pcs.
f. # 16 G.I Tie wire 146.00 kg

B.3 Formworks
a. Phenolic 550.00 pcs.
b. 2"x2"x12' coco 1,980.00 pcs.
c. C. Nail 300.00 kg

D. MASONRY WORKS
a. 4" thk. CHB 19,260.00 pcs
b. 5" thk. CHB 9,630.00 pcs
c. Cement (including plaster) 1,893.00 bags
d. Sand (including plaster) 159.00 cu.m.
e. RSB (12mmøx6.00) 1,445.00 pcs
f. # 16 G.I Tie wire 44.00 kg

SUBTOTAL
Unit Cost Total Amount QUANTITY UNIT LABOR COST TOTAL AMOUNT

2,318.40 cu.m. 800 1,854,720.00

2,000.00 2,840,000.00 -
1,600.00 304,000.00 -

66.00 cu.m. 3000 198,000.00

280.00 197,232.00
1,800.00 59,400.00
2,500.00 165,000.00
3,162.00 kgs 50 158,100.00
260.00 153,920.00
150.00 -
100.00 6,100.00 61 kgs 10 610.00

74.00 cu.m. 3000 222,000.00

280.00 185,360.00
1,400.00 51,800.00
1,700.00 125,800.00
10,472.00 kgs 50 523,600.00
260.00 334,880.00
150.00 144,900.00
100.00 17,500.00 175.00 kgs 10 1,750.00

37.00 cu.m. 3000 111,000.00

280.00 91,280.00
1,400.00 28,000.00
1,700.00 64,600.00
4,924.00 kgs 50 246,200.00
260.00 166,920.00
150.00 60,300.00
100.00 14,600.00 146.00 kgs 10 1,460.00
 51.00 cu.m. 3000 153,000.00
280.00 126,560.00
1,400.00 36,400.00
1,700.00 86,700.00
6,416.00 kgs 50 320,800.00
260.00 166,920.00
150.00 120,450.00
100.00 14,600.00 146.00 kgs 10 1,460.00

750.00 412,500.00 1,584.00 sq.m 320 506,880.00

200.00 396,000.00
150.00 45,000.00

16.00 308,160.00 1,445.00 sq.m 310 447,950.00

20.00 192,600.00 434.00 sq.m 210 91,140.00
260.00 492,180.00 4,334.00 sq.m 210 910,140.00
1,300.00 206,700.00
223.00 322,235.00 7,717.00 kg 50 385,850.00
100.00 4,400.00 44.00 kg 10 440.00

7,942,997.00 6,135,100.00
14,078,097.00

4,135,100.00 29.54
7.38
4,998,720.00

938,362.00
356,710.00

1,607,590.00
747,350.00

784,360.00
358,660.00
1,026,890.00
475,260.00

1,360,380.00

756,110.00
283,740.00
1,609,020.00

708,085.00
4,840.00
 RS

NAME 18-Aug-21 19-Aug-21

NO RATE
LAST NAME FIRST NAME MI RH OT RH
1 FOREMAN 1200 8 4 8
2 SKILLED 700 8 4 8
3 SKILLED 700 8 4 8
4 SKILLED 700 8 4 8
5 SKILLED 700 8 4 8
6 SKILLED 700 8 4 8
7 SKILLED 700 8 4 8
8 SKILLED 700 8 4 8
9 SKILLED 700 8 4 8
10 LABOR 600 8 4 8
11 LABOR 600 8 4 8
12 LABOR 600 8 4 8
13 LABOR 600 8 4 8
14 LABOR 600 8 4 8
15 LABOR 600 8 4 8
16 LABOR 600 8 4 8
17 LABOR 600 8 4 8
 RS CAYETANO ENTERPRISES
PAYROLL

19-Aug-21 19-Aug-21 20-Aug-21 18-Aug-21 19-Aug-21 19-Aug-21

OT RH OH RH OH RH OT RH OT RH
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8
4 8 4 8 4 8 4 8 4 8

BACKHOE 8 1500
19-Aug-21 20-Aug-21 TOTAL TOTAL CASH
ADVANCESIGNATURE
OH RH OH HOURS SALARY
4 8 4 96 14400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 8400
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
4 8 4 96 7200
139200

12000 160 1920000

Project : Proposed CHB Fence
Location :
Owner :

Item
Description Unit Unit Cost
No.

A. EARTH WORKS
A.1 Common Borrow (Excavated) cu.m. 900.00
A.2 Gravel Bedding cu.m. 2,500.00

Subtotal (Earthworks)

B. STRUCTURAL WORKS
B.1 Footing
a. Cement bags 280.00
b. Sand cu.m. 1,800.00
c. Gravel cu.m. 2,500.00
Reinforced Steel Bars
d. 12mmø x 6.0m pcs. 260.00
e. 10mmø x 6.0m pcs. 150.00
f. # 16 G.I Tie wire kg 100.00

Subtotal

B.2 COLUMN
a. Cement bags 280.00
b. Sand cu.m. 1,400.00
c. Gravel cu.m. 1,700.00
Reinforced Steel Bars
d. 12mmø x 6.0m pcs. 260.00
e. 10mmø x 6.0m pcs. 150.00
f. # 16 G.I Tie wire kg 100.00

Subtotal

B.3 STIFFENER BEAM

a. Cement bags 280.00
b. Sand cu.m. 1,400.00
c. Gravel cu.m. 1,700.00
Reinforced Steel Bars
d. 12mmø x 6.0m pcs. 260.00
e. 10mmø x 6.0m pcs. 150.00
f. # 16 G.I Tie wire kg 100.00

Subtotal

B.4 FOOTING TIE BEAM

a. Cement bags 280.00
b. Sand cu.m. 1,400.00
c. Gravel cu.m. 1,700.00
Reinforced Steel Bars
d. 12mmø x 6.0m pcs. 260.00
e. 10mmø x 6.0m pcs. 150.00
f. # 16 G.I Tie wire kg 100.00

Subtotal

B.3 Formworks
a. Phenolic pcs. 750.00
b. 2"x2"x12' coco pcs. 200.00
c. C. Nail kg 150.00

Subtotal

Subtotal (Structural Works)

D. MASONRY WORKS
a. 4" thk. CHB pcs 16.00
b. 5" thk. CHB pcs 20.00
c. Cement (including plaster) bags 260.00
d. Sand (including plaster) cu.m. 1,300.00
e. RSB (12mmøx6.00) pcs 223.00
f. # 16 G.I Tie wire kg 100.00
SUBTOTAL
GRAND TOTAL
AMOUNT QUANTITY UNIT LABOR COST

2,318.40 cu.m. 1500

1,533,600.00
570,000.00

2,103,600.00

66.00 cu.m. 600

197,232.00
71,280.00
198,000.00
3,162.00 kgs 15
184,704.00
-
7,320.00 61 kgs 5

658,536.00

74.00 cu.m. 250

222,432.00
62,160.00
150,960.00
10,472.00 kgs 15
401,856.00
173,880.00
21,000.00 175.00 kgs 5

1,032,288.00

37.00 cu.m. 250

109,536.00
33,600.00
 77,520.00
4,924.00 kgs 15
200,304.00
72,360.00
17,520.00 146.00 kgs 5

510,840.00

51.00 cu.m. 250

151,872.00
43,680.00
104,040.00
6,416.00 kgs 15
200,304.00
144,540.00
17,520.00 146.00 kgs 5

661,956.00

495,000.00 1,584.00 sq.m 400

475,200.00
54,000.00

1,024,200.00

3,887,820.00

369,792.00 1,445.00 sq.m 300

231,120.00 434.00 sq.m 200
590,616.00 4,334.00 sq.m 200
248,040.00
386,682.00 7,717.00 kg 15
5,280.00 44.00 kg 5
 1,831,530.00

1,831,530.00

7,822,950.00
RAND TOTAL
TOTAL AMOUNT

3,477,600.00
-
-

39,600.00

47,430.00

305.00

18,500.00

157,080.00

875.00

9,250.00
 73,860.00

730.00

12,750.00

96,240.00

730.00

633,600.00

433,500.00
86,800.00
866,800.00

115,755.00
220.00
 6,071,625.00
13,894,575.00
Project : Proposed CHB Fence
Location :
Owner :

Item LABOR AND

Description QUANTITY UNIT TOTAL AMOUNT
No. MATERIAL COST

A. EARTH WORKS 2,318.40 cu.m. 2000 4,636,800.00

B. STRUCTURAL WORKS
B.1 Footing
a. Concreting 85.80 cu.m. 4500 386,100.00
b. Reinforced Steel Bars 4,110.60 kgs 110 452,166.00
c. # 16 G.I Tie wire 79.30 kgs 100 7,930.00

B.2 COLUMN
a. Concreting 96.20 cu.m. 4500 432,900.00
b. Reinforced Steel Bars 13,613.60 kgs 110 1,497,496.00
c. # 16 G.I Tie wire 227.50 kgs 100 22,750.00

B.3 STIFFENER BEAM

a. Concreting 48.10 cu.m. 4500 216,450.00
b. Reinforced Steel Bars 6,401.20 kgs 110 704,132.00
c. # 16 G.I Tie wire 189.80 kgs 100 18,980.00

B.4 FOOTING TIE BEAM

a. Concreting 66.30 cu.m. 4500 298,350.00
b. Reinforced Steel Bars 8,340.80 kgs 110 917,488.00
c. # 16 G.I Tie wire 189.80 kgs 100 18,980.00

B.3 Formworks
a. Phenolic 2,059.20 sq.m 670 1,379,664.00

D. MASONRY WORKS
a. 4" thk. CHB 1,878.50 sq.m 440 826,540.00
b. 5" thk. CHB 564.20 sq.m 550 310,310.00
c. Plastering 5,634.20 sq.m 320 1,802,944.00
d. RSB (12mmøx6.00) 10,032.10 kg 110 1,103,531.00
e. # 16 G.I Tie wire 57.20 kg 100 5,720.00

GRAND TOTAL 15,039,231.00

Project : Proposed CHB Fence
Location :
Owner :

Item LABOR AND

Description QUANTITY UNIT TOTAL AMOUNT
No. MATERIAL COST

A. EARTH WORKS 2,318.40 cu.m. 2000 4,636,800.00

B. STRUCTURAL WORKS
B.1 Footing
a. Concreting 85.80 cu.m. 4500 386,100.00
b. Reinforced Steel Bars 4,110.60 kgs 150 616,590.00
c. # 16 G.I Tie wire 79.30 kgs 120 9,516.00

B.2 COLUMN
a. Concreting 96.20 cu.m. 4500 432,900.00
b. Reinforced Steel Bars 13,613.60 kgs 150 2,042,040.00
c. # 16 G.I Tie wire 227.50 kgs 120 27,300.00

B.3 STIFFENER BEAM

a. Concreting 48.10 cu.m. 4500 216,450.00
b. Reinforced Steel Bars 6,401.20 kgs 150 960,180.00
c. # 16 G.I Tie wire 189.80 kgs 120 22,776.00

B.4 FOOTING TIE BEAM

a. Concreting 66.30 cu.m. 4500 298,350.00
b. Reinforced Steel Bars 8,340.80 kgs 150 1,251,120.00
c. # 16 G.I Tie wire 189.80 kgs 120 22,776.00

B.3 Formworks
a. Phenolic 2,059.20 sq.m 700 1,441,440.00

D. MASONRY WORKS
a. 4" thk. CHB 1,878.50 sq.m 450 845,325.00
b. 5" thk. CHB 564.20 sq.m 550 310,310.00
c. Plastering 5,634.20 sq.m 350 1,971,970.00
d. RSB (12mmøx6.00) 10,032.10 kg 150 1,504,815.00
e. # 16 G.I Tie wire 57.20 kg 120 6,864.00

GRAND TOTAL 17,003,622.00

Project : Proposed CHB Fence
Location :
Owner :

Item
Description Quantity Unit
No.

A. EARTH WORKS
A.1 Common Borrow (Excavated) 2,318.40 cu.m.
Backfill with selected excavated materials
A.2 1,622.88 cu.m.
around foundation
A.3 Gravel Bedding (with Compaction) 247.00 cu.m.

B. STRUCTURAL WORKS
B.1 Footing
a. Cement 764.00 bags
b. Sand 43.00 cu.m.
c. Gravel 86.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 770.00 pcs.
e. 10mmø x 6.0m - pcs.
f. # 16 G.I Tie wire 80.00 kg

B.2 COLUMN
a. Cement 861.00 bags
b. Sand 49.00 cu.m.
c. Gravel 97.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 1,675.00 pcs.
e. 10mmø x 6.0m 1,256.00 pcs.
f. # 16 G.I Tie wire 228.00 kg

B.3 Stiffener Beam

a. Cement 424.00 bags
b. Sand 26.00 cu.m.
c. Gravel 50.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 835.00 pcs.
e. 10mmø x 6.0m 523.00 pcs.
f. # 16 G.I Tie wire 190.00 kg

B.4 Footing Tie Beam

a. Cement 588.00 bags
b. Sand 34.00 cu.m.
c. Gravel 67.00 cu.m.
Reinforced Steel Bars
d. 12mmø x 6.0m 835.00 pcs.
e. 10mmø x 6.0m 1,044.00 pcs.
f. # 16 G.I Tie wire 190.00 kg

B.3 Formworks
a. Phenolic 715.00 pcs.
b. 2"x2"x12' coco 2,574.00 pcs.
c. C. Nail 390.00 kg

D. MASONRY WORKS
a. 4" thk. CHB 25,038.00 pcs
b. 5" thk. CHB 12,519.00 pcs
c. Cement (including plaster and mortar) 2,461.00 bags
d. Vibro (including plaster and mortar) 207.00 cu.m.
e. RSB (12mmøx6.00) 1,879.00 pcs
f. # 16 G.I Tie wire 58.00 kg
E. MOBILIZATION AND HAULING 1.00 lot