Carilucud

Name of Project: Construction of 1-CL School Building 7.0M x 9.
0M & Repair of 1-CL

Location: Cagayan NHS, Tuguegarao City
UNIT PRICE ANALYSIS

JOBS: Construction of 1-CL School Building 7.0M x 9.0M & Repair of 1-CL
PAY ITEMS: SPL-2 Repair/Improvement of Classroom
COST SHEET IDSPL-2 PRODUCTION RATE: L.S.
QUANTITY: ALL NUMBER OF HOURS: ALL
A.) MATERIALS: COST/UNIT UNIT QUANTITY UNIT RATE TOTAL COST
Window jambs sq.m. 12.48 1,200.00 14,976.00

Cement Plaster Finish sq.m. 18.00 98.28 1,769.04
SUB-TOTAL(A) 16,745.04
B.) LABOR COST QUANTITY Hourly Total
No. Personnel Total Hrs. Rate Cost
SUB-TOTAL(B) -
C. EQUIPMENT COST QUANTITY Hourly Total
NONE
SUB-TOTAL(C)
D. TOTAL DIRECT COST(A+B+C) 16,745.0
E. ADD: INDIRECT COST

1 OCM
2 Constractors Profit
3 12% VAT
TOTAL INDIRECT COST -
TOTAL COST(D+E) 16,745.04
UNIT COST 16,745.04
Name of Project: Construction of 1-CL School Building 7.0M x 9.0M & Repair of 1-CL
UNIT PRICE ANALYSIS

PAY ITEMS: SPL-5 Removal of Concrete Structures(includes disposal)
SPL-5 PRODUCTION RATE: L.S.
Removal and Disposal of Existing

Concrete Tables and Chairs
(Includes disposal)
SUB-TOTAL(A) -
Jack Hammer Operator 1 45.33 66.18 3,000.00

Skilled Laborer 1 31.32 47.89 1,500.00
Laborer 2 27.09 36.91 2,000.00
SUB-TOTAL(B) 6,500.00
Jack Hammer 45.33 74.57 3,380.50
SUB-TOTAL(C) 3,380.50

1 OCM 1,185.66
2 Constractors Profit 988.05
3 12% VAT 1,445.79
TOTAL INDIRECT COST 3,619.50
UNIT COST 13,500.00
Name of Project: Construction of 1-CL School Building 7.0M x 9.0M & Repair of 1-CL
UNIT PRICE ANALYSIS
PAY ITEMS: SPL-6 Removal of Trees-2 Big Trees(Includes disposal)
SPL-6 PRODUCTION RATE: L.S.
Removal of 2 Big Tress(30" Dia) 2.00

(Includes disposal)
SUB-TOTAL(A) -
Skilled 2 36.54 47.89 3,500.00

Laborer 2 33.87 36.91 2,500.00
SUB-TOTAL(B) 6,000.00
Chainsaw 1,569.00
SUB-TOTAL(C) 1,569.00

1 OCM 908.28
3 12% VAT 1,107.39
UNIT COST 10,341.57
Name of Project: Construction of Water and Sanitation Facilities( 2 Units-Type III)

Location: Penablanca NHS, Penablanca, Cagayan
UNIT PRICE ANALYSIS
JOBS: Construction of Water and Sanitation Facilities
PAY ITEMS: 404(c) - Reinforcing Steel for Column
COST SHEET ID404(c) PRODUCTION RATE: 14.05 kgs./hr.
QUANTITY: 89.42 kgs. NUMBER OF HOURS: 6.36 hrs
12mm dia x 6.0m kgs. 74.62 45 3,357.90

10mm dia x 6.0m kgs. 14.80 45 665.78
#16 Tie Wire kgs. 4 70 280.00
SUB-TOTAL(A) 4,303.68
STEELMAN 2 6.36 47.89 609.55
SUB-TOTAL(B) 609.55
NONE
SUB-TOTAL(C)

1 OCM 589.59
3 12% VAT 719.30
UNIT COST 75.08

a) Front - 49.80
b) Rear - 49.80
c) Left Side - = 21.42
d) Right Side - = 21.42
e) Partition - = 21.42
A= 163.86 sq.m.
Less:
Doors -
Windows - 46.56 sq.m.
117.30 sq.m.
IV. Doors & Windows: Est. Qty. = 46.56 sq.m.

Original Conctract Qty. = 23.28 sq.m.
Computation of Quantities Involved
a) Doors
4 units - = 7.56 sq.m.
b) Windows
4 units W1- = 15.60
4 units W2- = 23.40
39.00
Toat Area =
Note: Adopt and use Windows only

without Doors
V. Electrical Works : Est. Qty. = All
A. Materials:
20mmǾ PVC orange pipe x 6m 25 80.00 ###
Junction Box (Octagon) PVC 20 45.00 ###
Utility Box 2"x4" PVC 12 34.00 ###
Tie Wire 5 65.00 ###
20mmǾ PVC (Tee, Elbow,Adop ------------------ ###
###
B. LABOR:
1 Const. Foreman @ 2 days = 958.00
2 Electrician @ 2 days = 1,328.52
2,286.52
SUMMARY:
Materials =
Labor = Est. Cost = P 8,637.66
Indirect Cost:
24% Mark-up =
12% VAT =
Total Cost =
II. Concrete Works Est. Qty. = 53.07 cu.m.
a) Column footing
10 units - 1.50m x 1.80m x 6.75 cu.m.
b) Footing Tie Beam

8 units - 0.25m x 0.35m x 2.90
3 units - 0.25m x 0.35m x 2.01 4.91 cu.m.
c) Columns
10 units - 0.35m x 0.35m x H = 5.0m 6.13 cu.m.
d) Second Floor Beams

4 units - 0.20m x 0.35m x 1.18
4 units - 0.25m x 0.35m x 1.45
8 units - 0.30m x 0.40m x 3.98 6.61 cu.m.
e) Second Floor Girders

5 units - 0.30m x 0.50m x 5.74
5 units - 0.30m x [1/2(0.50m+0.35m)]1.42
x 2.225m] 7.16 cu.m.
f) Second Floor Slab

2 cl x 10.50m x 9m x "t" 18.90 cu.m.
g) Ground Floor Slab 2.61 cu.m.
Volume= 53.07 cu.m.

#VALUE!
Republic of the Philippines
Department of Public Works and Highways
OFFICE OF THE DISTRICT ENGINEER
Cagayan Third District Engineering Office
Tuguegarao City
Statement of Work Accomplished
From April 7, 2018 To April 13, 2018
Project ID: 17BD0154
Project Name/Location: Construction of 1 Storey 3CL School Building with Toilet at Cordova Central School, Amulung, Cagayan
Contractor: OML CONSTRUCTION Payment Certfificate No.___
Duration 60 CD PTE 1.771 Sheet 01 of 02
TOTAL UNIT TOTAL TOTAL QTY. QTY. TOTAL BALANCE COST OF COST COST BALANCE
ITEM CONTRACT PRICE CONTRACT % OF APPROVED APPROVED QTY. OF PREVIOUS % OF OF % OF TO % OF OF
DESCRIPTION UNIT
NO. QUANTITY IN COST COST IN in this To This QUANTITY BILLING COST THIS COST DATE COST COST
PESOS PREVIOUS BILLING DATE BILLING
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 1.97 3.5 3.50 - 0.30 98,988.75 2.55 - 0.00 98,988.75 2.55 - 8,484.75
B.3 Permits and Clearances L.S. ALL 25,140.00 25,140.00 0.55 25140 25,140.00 - 25,140.00 0.72 - 0.00 25,140.00 0.72 -
B.5 Project Billboard/Signboard each 2 4,399.50 8,799.00 0.19 2 2.00 - 8,799.00 0.25 - 0.00 8,799.00 0.25 -
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.44 3.5 3.50 - 0.30 21,997.50 0.57 - 0.00 21,997.50 0.57 - 1,885.50
B.9 Mobilization/Demobilization L.S. ALL 31,425.00 31,425.00 0.69 16500 7,500.00 24,000.00 7,425.00 16,500.00 0.47 7,500.00 0.16 24,000.00 0.63 7,425.00
803(1)a Structure Excavation, Common Soil cu.m. 33.46 452.45 15,138.98 0.33 33.46 33.46 - 15,138.98 0.43 - 0.00 15,138.98 0.43 -
804(1)a Embankment from Structure Excavation cu.m. 18.9 54.35 1,027.22 0.02 18.9 18.90 - 1,027.22 0.03 - 0.00 1,027.22 0.03 -
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
804(1)b Embankment from Borrow cu.m. 50.8 534.93 27,174.44 0.59 50.8 50.80 - 27,174.44 0.78 - 0.00 27,174.44 0.78 -
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34 5,598.90 190,362.60 4.15 34 34.00 - 190,362.60 5.44 - 0.00 190,362.60 5.44 -
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.3 8,868.29 91,343.39 1.99 10.3 10.30 - 91,343.39 2.62 - 0.00 91,343.39 2.62 -
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.7 14,868.00 129,351.60 2.82 8.7 8.70 - 129,351.60 3.70 - 0.00 129,351.60 3.70 -
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.8 12,112.38 130,813.70 2.85 10.8 10.80 - 130,813.70 3.74 - 0.00 130,813.70 3.74 -
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7954.58 67.01 533,036.41 11.62 7954.58 7,954.58 - 533,036.41 15.25 - 0.00 533,036.41 15.25 -
1000(1) Soil Poisoning Liters 25 1,033.98 25,849.50 0.56 25 25.00 - 25,849.50 0.74 - 0.00 25,849.50 0.74 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 144 144.00 (105.00) 103,174.56 2.35 - 0.00 103,174.56 2.35 - 75,231.45
1001(9) Storm Drainage and Downspout LS ALL 15,091.29 15,091.29 0.33 0 20,116.95 20,116.95 (5,025.66) - 0.00 20,116.95 0.44 20,116.95 0.44 - 5,025.66
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.32 10990.4 10,990.40 3,781.86 10,990.40 0.24 - 0.00 10,990.40 0.24 3,781.86
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.14 27479 27,479.00 24,952.98 27,479.00 0.60 - 0.00 27,479.00 0.60 24,952.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.32 5518.79 5,518.79 9,384.20 5,518.79 0.12 - 0.00 5,518.79 0.12 9,384.20
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 374.33 374.33 (90.45) 259,758.82 5.66 - 0.00 259,758.82 5.66 - 62,765.97
1003(12) Facia Board Metal kgs. 553.2 78.06 43,182.79 0.94 717.2 717.20 (164.00) 55,984.63 1.22 - 0.00 55,984.63 1.22 - 12,801.84
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 55227.9 55,227.90 (31,308.45) 55,227.90 1.20 - 0.00 55,227.90 1.20 - 31,308.45
1004(2)e Finishing Hardware Knobs sets 9 1,143.31 10,289.79 0.22 12 12.00 (3.00) 13,719.72 0.30 - 0.00 13,719.72 0.30 - 3,429.93
1004(2)g Finishing Hardware, Hinges sets 27 220.43 5,951.61 0.13 36 36.00 (9.00) 7,935.48 0.17 - 0.00 7,935.48 0.17 - 1,983.87
1005(5) Grille Window sq.m. 32.2 1,197.74 38,567.23 0.84 0 42.80 42.80 (10.60) - 0.00 51,263.27 1.12 51,263.27 1.12 - 12,696.04
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 1.89 22.43 22.43 9.39 22.43 0.00 - 0.00 22.43 0.00 86,846.49
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21 3,161.30 66,387.30 1.45 43 43.00 (22.00) 135,935.90 3.42 - 0.00 135,935.90 3.42 - 69,548.60
Sub Total 1,939,998.62 42.32 2,013,889.93 53.21% 78,880.22 1.72% 2,092,770.15 54.93% (152,771.53)
PREPARED BY: NOTED BY:
JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

Engineer II OIC Construction Section
Project Engineer

Tuguegarao City
From April 7, 2018 To April 13, 2018
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 6.72 6.72 (1.68) 11,286.64 0.25 - 0.00 11,286.64 0.25 (2,821.66)
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.13 15.12 15.12 (3.78) 68,893.68 1.51 - 0.00 68,893.68 1.51 (17,223.42)
1013(2)a Fab. Metal Roofing Accessory, Gauge26 Ridge/Hip Roll Ln.m. 27.80 307.63 8,552.11 0.19 30.80 30.80 (3.00) 9,475.00 0.21 - 0.00 9,475.00 0.21 (922.89)
1013(2)b Fabricated Metal Roofing Accessory, Gauge#26 Flashin Ln.m. 21.40 277.66 5,941.92 0.13 21.40 21.40 - 5,941.92 0.13 - 0.00 5,941.92 0.13 -
1013(2)c Fabricated Metal Roofing Accessory, Gauge#26 Gutters Ln.m. 55.60 277.32 15,418.99 0.34 55.60 55.60 - 15,418.99 0.34 - 0.00 15,418.99 0.34 -
1014(1)b1Pre-Painted Metal Sheets above 0.427mm thk, Corr. sq.m. 295.26 779.31 230,099.07 5.02 295.26 295.26 - 230,099.07 5.02 - 0.00 230,099.07 5.02 -
1018(1) Glazed Tiles & Trims sq.m. 25.20 1,215.70 30,635.64 0.67 33.60 33.60 (8.40) 40,847.52 0.89 - 0.00 40,847.52 0.89 (10,211.88)
1018(2) Unglazed Tiles sq.m. 7.20 1,191.71 8,580.31 0.19 9.60 9.60 (2.40) 11,440.41 0.25 - 0.00 11,440.41 0.25 (2,860.10)
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.27 575.82 575.82 (329.04) 29,136.50 0.72 - 0.00 29,136.50 0.72 (16,649.43)
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 1.83 656.20 656.20 (147.10) 108,030.20 2.93 - 0.00 108,030.20 2.93 (24,217.07)
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 1,163.07 1,163.07 (590.77) 171,296.95 4.14 - 0.00 171,296.95 4.14 (87,008.61)
1032(1)b Painting Works, Wood sq.m. 383.06 113.34 43,416.02 0.95 200.00 491.86 691.86 (308.80) 22,668.00 0.65 55,747.41 1.22 78,415.41 1.87 (34,999.39)
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 0.82 1,629.99 1,629.99 (932.24) 87,758.66 2.17 - 0.00 87,758.66 2.17 (50,191.80)
1038(1) Reflective Roof Insulation sq.m. 295.26 71.12 20,998.89 0.46 295.26 295.26 - 20,998.89 0.46 - 0.00 20,998.89 0.46 -
1046(2)a2CHB Non Load Bearing(inc. Reinforcing Steel), 150mm sq.m. 213.40 968.03 206,577.60 4.50 213.40 213.40 - 206,577.60 5.91 - 0.00 206,577.60 5.91 -
1047(8) Structural Steel Roof Framing kgs. 2,452.20 97.22 238,402.88 5.20 3,495.60 3,495.60 (1,043.40) 339,842.23 9.03 - 0.00 339,842.23 9.03 (101,439.35)
1047(2)b Structural Steel (Purlins) kgs. 3,436.00 71.49 245,639.64 5.36 6,217.30 6,217.30 (2,781.30) 444,474.78 11.37 - 0.00 444,474.78 11.37 (198,835.14)
1047(3)a Metal Structues Accessories, Bolts pc. 128.00 90.39 11,569.92 0.25 171.00 171.00 (43.00) 15,456.69 0.34 - 0.00 15,456.69 0.34 (3,886.77)
1047(3)b Metal Structues Accessories, Sagrods pc. 276.00 94.88 26,186.88 0.57 368.00 368.00 (92.00) 34,915.84 0.76 - 0.00 34,915.84 0.76 (8,728.96)
1047(3)c Metal Structues Accessories, Turnbuckle pc. 24.00 256.85 6,164.40 0.13 32.00 32.00 (8.00) 8,219.20 0.18 - 0.00 8,219.20 0.18 (2,054.80)
1047(3)d Metal Structues Accessories, Cross Bracing pc. 24.00 539.25 12,942.00 0.28 32.00 32.00 (8.00) 17,256.00 0.38 - 0.00 17,256.00 0.38 (4,314.00)
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 0.90 1,761.90 1,761.90 (1,045.50) 101,362.10 2.49 - 0.00 101,362.10 2.49 (60,147.61)
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 21.60 21.60 (5.40) 22,432.89 0.49 - 0.00 22,432.89 0.49 (5,608.22)
1100(30)aConduit, Boxes and Fittings, Furnishing & Installation LS All 16,434.52 16,434.52 0.36 10,000.00 11,241.50 21,241.50 (4,806.98) 10,000.00 0.22 11,241.50 0.25 21,241.50 0.47 (4,806.98)
1101(42)aWires and Wiring Devices, Furnishing & Installation LS All 35,704.58 35,704.58 0.78 10,000.00 45,977.60 55,977.60 (20,273.02) 10,000.00 0.22 45,977.60 1.00 55,977.60 1.22 (20,273.02)
1103(1)a Lighting Fixtures Furnishing & Installation LS All 22,520.41 22,520.41 0.49 10,000.00 23,549.08 33,549.08 (11,028.67) 10,000.00 0.22 23,549.08 0.51 33,549.08 0.73 (11,028.67)
1102(27)aPower Load Center, Switches & Panel Boards, Furnishin LS All 6,215.89 6,215.89 0.14 10,000.00 16,177.03 26,177.03 (19,961.14) 10,000.00 0.22 16,177.03 0.35 26,177.03 0.57 (19,961.14)
1102(26) Kilowatt Meter with Base sets 1.00 4,314.02 4,314.02 0.09 - 1.00 1.00 - - 0.00 4,314.02 0.09 4,314.02 0.09 -
1200(15)bOscillating, Wall Fan sets 6.00 3,553.96 21,323.76 0.47 - 8.00 8.00 (2.00) - 0.00 28,431.68 0.62 28,431.68 0.62 (7,107.92)
Sub Total 1,553,969.25 33.91 1,251,536.22 51.50% 129,690.91 4.04% 1,381,227.13 55.54% (695,298.83)
Total 3,493,967.87 76.23 3,265,426.15 104.71% 208,571.13 5.76% 3,473,997.28 110.47% (848,070.35)
Slippage 98.08%
PREPARED BY: NOTED BY: Actual 12.39%

Project Engineer
PREPARED BY: CHECKED: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED:
OML CONSTRUCTION JAYLORD A. DE ASIS ROGER A. AGUSTIN GLENN V. REYES DANILO U. TABILAS
Contractor Engineer II Chief, Construction Section Asst. District Engineer District Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
From March 31, 2018 To April 6, 2018
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 1.97 2.5 1.00 3.50 - 0.30 70,706.25 1.93 28,282.50 0.62 98,988.75 2.55 - 8,484.75
B.9 Mobilization/Demobilization L.S. ALL 31,425.00 31,425.00 0.69 16500 16,500.00 14,925.00 16,500.00 0.47 - 0.00 16,500.00 0.47 14,925.00
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 80 64.00 144.00 (105.00) 57,319.20 1.35 45,855.36 1.00 103,174.56 2.35 - 75,231.45
1001(9) Storm Drainage and Downspout LS ALL 15,091.29 15,091.29 0.33 0 - 15,091.29 - 0.00 - 0.00 - 0.00 15,091.29
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.32 10990.4 10,990.40 3,781.86 10,990.40 0.24 - 0.00 10,990.40 0.24 3,781.86
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.14 27479 27,479.00 24,952.98 27,479.00 0.60 - 0.00 27,479.00 0.60 24,952.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.32 5518.79 5,518.79 9,384.20 5,518.79 0.12 - 0.00 5,518.79 0.12 9,384.20
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 374.33 374.33 (90.45) 259,758.82 5.66 - 0.00 259,758.82 5.66 - 62,765.97
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 55227.9 55,227.90 (31,308.45) 55,227.90 1.20 - 0.00 55,227.90 1.20 - 31,308.45
1004(2)e Finishing Hardware Knobs sets 9 1,143.31 10,289.79 0.22 0 12.00 12.00 (3.00) - 0.00 13,719.72 0.30 13,719.72 0.30 - 3,429.93
1004(2)g Finishing Hardware, Hinges sets 27 220.43 5,951.61 0.13 0 36.00 36.00 (9.00) - 0.00 7,935.48 0.17 7,935.48 0.17 - 1,983.87
1005(5) Grille Window sq.m. 32.2 1,197.74 38,567.23 0.84 0 - 32.20 - 0.00 - 0.00 - 0.00 38,567.23
Sub Total 1,939,998.62 42.32 1,918,096.87 51.12% 95,793.06 2.09% 2,013,889.93 53.21% (73,891.31)

Project Engineer

Tuguegarao City
From March 31, 2018 To April 6, 2018
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 6.72 6.72 (1.68) 11,286.64 0.25 - 0.00 11,286.64 0.25 (2,821.66)
1018(1) Glazed Tiles & Trims sq.m. 25.20 1,215.70 30,635.64 0.67 - 33.60 33.60 (8.40) - 0.00 40,847.52 0.89 40,847.52 0.89 (10,211.88)
1018(2) Unglazed Tiles sq.m. 7.20 1,191.71 8,580.31 0.19 - 9.60 9.60 (2.40) - 0.00 11,440.41 0.25 11,440.41 0.25 (2,860.10)
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.27 575.82 575.82 (329.04) 29,136.50 0.72 - 0.00 29,136.50 0.72 (16,649.43)
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 800.00 363.07 1,163.07 (590.77) 117,824.00 2.97 53,472.95 1.17 171,296.95 4.14 (87,008.61)
1032(1)b Painting Works, Wood sq.m. 383.06 113.34 43,416.02 0.95 200.00 200.00 183.06 22,668.00 0.65 - 0.00 22,668.00 0.65 20,748.02
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 21.60 21.60 (5.40) 22,432.89 0.49 - 0.00 22,432.89 0.49 (5,608.22)
1100(30)aConduit, Boxes and Fittings, Furnishing & Installation LS All 16,434.52 16,434.52 0.36 10,000.00 10,000.00 6,434.52 10,000.00 0.22 - 0.00 10,000.00 0.22 6,434.52
1101(42)aWires and Wiring Devices, Furnishing & Installation LS All 35,704.58 35,704.58 0.78 10,000.00 10,000.00 25,704.58 10,000.00 0.22 - 0.00 10,000.00 0.22 25,704.58
1103(1)a Lighting Fixtures Furnishing & Installation LS All 22,520.41 22,520.41 0.49 10,000.00 10,000.00 12,520.41 10,000.00 0.22 - 0.00 10,000.00 0.22 12,520.41
1102(27)aPower Load Center, Switches & Panel Boards, Furnishin LS All 6,215.89 6,215.89 0.14 10,000.00 10,000.00 (3,784.11) 10,000.00 0.22 - 0.00 10,000.00 0.22 (3,784.11)
1102(26) Kilowatt Meter with Base sets 1.00 4,314.02 4,314.02 0.09 - - 1.00 - 0.00 - 0.00 - 0.00 4,314.02
1200(15)bOscillating, Wall Fan sets 6.00 3,553.96 21,323.76 0.47 - - 6.00 - 0.00 - 0.00 - 0.00 21,323.76
Sub Total 1,553,969.25 33.91 1,251,536.22 49.19% - 2.31% 1,251,536.22 51.50% (509,860.51)
Total 3,493,967.87 76.23 3,169,633.09 100.31% 95,793.06 4.40% 3,265,426.15 104.71% (583,751.81)
Slippage 81.94%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
From March 24, 2018 To March 30, 2018
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 1.97 2.5 2.50 0.70 70,706.25 1.93 - 0.00 70,706.25 1.93 19,797.75
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.32 0 10,990.40 10,990.40 3,781.86 - 0.00 10,990.40 0.24 10,990.40 0.24 3,781.86
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.14 0 27,479.00 27,479.00 24,952.98 - 0.00 27,479.00 0.60 27,479.00 0.60 24,952.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.32 0 5,518.79 5,518.79 9,384.20 - 0.00 5,518.79 0.12 5,518.79 0.12 9,384.20
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 250 124.33 374.33 (90.45) 173,482.50 3.78 86,276.32 1.88 259,758.82 5.66 - 62,765.97
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 45000 10,227.90 55,227.90 (31,308.45) 45,000.00 0.98 10,227.90 0.22 55,227.90 1.20 - 31,308.45
1004(2)e Finishing Hardware Knobs sets 9 1,143.31 10,289.79 0.22 0 - 9.00 - 0.00 - 0.00 - 0.00 10,289.79
1004(2)g Finishing Hardware, Hinges sets 27 220.43 5,951.61 0.13 0 - 27.00 - 0.00 - 0.00 - 0.00 5,951.61
Sub Total 1,939,998.62 42.32 1,777,604.46 48.06% 140,492.41 3.06% 1,918,096.87 51.12% 21,901.75

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 6.72 6.72 (1.68) 11,286.64 0.25 - 0.00 11,286.64 0.25 (2,821.66)
1018(1) Glazed Tiles & Trims sq.m. 25.20 1,215.70 30,635.64 0.67 - - 25.20 - 0.00 - 0.00 - 0.00 30,635.64
1018(2) Unglazed Tiles sq.m. 7.20 1,191.71 8,580.31 0.19 - - 7.20 - 0.00 - 0.00 - 0.00 8,580.31
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.27 246.78 329.04 575.82 (329.04) 12,487.07 0.36 16,649.43 0.36 29,136.50 0.72 (16,649.43)
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 800.00 800.00 (227.70) 117,824.00 2.97 - 0.00 117,824.00 2.97 (33,535.66)
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 10.00 11.60 21.60 (5.40) 10,385.60 0.23 12,047.29 0.26 22,432.89 0.49 (5,608.22)
Sub Total 1,553,969.25 33.91 1,239,488.93 48.57% 12,047.29 0.62% 1,251,536.22 49.19% (404,099.63)
Total 3,493,967.87 76.23 3,017,093.39 96.63% 152,539.70 3.68% 3,169,633.09 100.31% (382,197.87)
Slippage 60.71%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
DESCRIPTION UNIT
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.32 0 - 14,772.26 - 0.00 - 0.00 - 0.00 14,772.26
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.14 0 - 52,431.98 - 0.00 - 0.00 - 0.00 52,431.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.32 0 - 14,902.99 - 0.00 - 0.00 - 0.00 14,902.99
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 100 150.00 250.00 33.88 69,393.00 1.51 104,089.50 2.27 173,482.50 3.78 23,510.35
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 30000 15,000.00 45,000.00 (21,080.55) 30,000.00 0.65 15,000.00 0.33 45,000.00 0.98 - 21,080.55
Sub Total 1,939,998.62 42.32 1,658,514.96 45.46% 119,089.50 2.60% 1,777,604.46 48.06% 162,394.16

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 3.00 3.72 6.72 (1.68) 5,038.68 0.11 6,247.96 0.14 11,286.64 0.25 (2,821.66)
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.13 7.00 8.12 15.12 (3.78) 31,895.22 0.70 36,998.46 0.81 68,893.68 1.51 (17,223.42)
1013(2)a Fab. Metal Roofing Accessory, Gauge26 Ridge/Hip Roll Ln.m. 27.80 307.63 8,552.11 0.19 - 30.80 30.80 (3.00) - 0.00 9,475.00 0.21 9,475.00 0.21 (922.89)
1013(2)b Fabricated Metal Roofing Accessory, Gauge#26 Flashin Ln.m. 21.40 277.66 5,941.92 0.13 - 21.40 21.40 - - 0.00 5,941.92 0.13 5,941.92 0.13 -
1013(2)c Fabricated Metal Roofing Accessory, Gauge#26 Gutters Ln.m. 55.60 277.32 15,418.99 0.34 - 55.60 55.60 - - 0.00 15,418.99 0.34 15,418.99 0.34 -
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.27 246.78 246.78 - 12,487.07 0.36 - 0.00 12,487.07 0.36 -
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 800.00 800.00 (227.70) 117,824.00 2.97 - 0.00 117,824.00 2.97 (33,535.66)
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 0.82 697.75 932.24 1,629.99 (932.24) 37,566.86 1.08 50,191.80 1.09 87,758.66 2.17 (50,191.80)
1038(1) Reflective Roof Insulation sq.m. 295.26 71.12 20,998.89 0.46 - 295.26 295.26 - - 0.00 20,998.89 0.46 20,998.89 0.46 -
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 10.00 10.00 6.20 10,385.60 0.23 - 0.00 10,385.60 0.23 6,439.07
Sub Total 1,553,969.25 33.91 1,218,490.04 45.39% 20,998.89 3.18% 1,239,488.93 48.57% (375,402.91)
Total 3,493,967.87 76.23 2,877,005.00 90.85% 140,088.39 5.78% 3,017,093.39 96.63% (213,008.74)
Slippage 38.81%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
DESCRIPTION UNIT
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.44 2.5 1.00 3.50 - 0.30 15,712.50 0.43 6,285.00 0.14 21,997.50 0.57 - 1,885.50
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 20 60.00 80.00 (41.00) 14,329.80 0.41 42,989.40 0.94 57,319.20 1.35 - 29,376.09
1001(9) Storm Drainage and Downspout LS ALL 15,091.29 15,091.29 0.33 0 - - 15,091.29 - 0.00 - 0.00 - 0.00 15,091.29
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 0 100.00 100.00 183.88 - 0.00 69,393.00 1.51 69,393.00 1.51 127,599.85
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 0 30,000.00 30,000.00 (6,080.55) - 0.00 30,000.00 0.65 30,000.00 0.65 - 6,080.55
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 1.89 10 12.43 22.43 9.39 10.00 0.00 12.43 0.00 22.43 0.00 86,846.49
Sub Total 1,939,998.62 42.32 1,509,835.13 42.22% 148,679.83 3.24% 1,658,514.96 45.46% 281,483.66

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 3.00 3.00 2.04 5,038.68 0.11 - 0.00 5,038.68 0.11 3,426.30
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.13 7.00 7.00 4.34 31,895.22 0.70 - 0.00 31,895.22 0.70 19,775.04
1013(2)a Fab. Metal Roofing Accessory, Gauge26 Ridge/Hip Roll Ln.m. 27.80 307.63 8,552.11 0.19 - - 27.80 - 0.00 - 0.00 - 0.00 8,552.11
1013(2)b Fabricated Metal Roofing Accessory, Gauge#26 Flashin Ln.m. 21.40 277.66 5,941.92 0.13 - - 21.40 - 0.00 - 0.00 - 0.00 5,941.92
1013(2)c Fabricated Metal Roofing Accessory, Gauge#26 Gutters Ln.m. 55.60 277.32 15,418.99 0.34 - - 55.60 - 0.00 - 0.00 - 0.00 15,418.99
1014(1)b1Pre-Painted Metal Sheets above 0.427mm thk, Corr. sq.m. 295.26 779.31 230,099.07 5.02 100.00 195.26 295.26 - 77,931.00 1.70 152,168.07 3.32 230,099.07 5.02 -
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 1.83 509.10 147.10 656.20 (147.10) 83,813.13 2.40 24,217.07 0.53 108,030.20 2.93 (24,217.07)
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 400.00 400.00 800.00 (227.70) 58,912.00 1.69 58,912.00 1.28 117,824.00 2.97 (33,535.66)
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 0.82 697.75 697.75 - 37,566.86 1.08 - 0.00 37,566.86 1.08 -
1038(1) Reflective Roof Insulation sq.m. 295.26 71.12 20,998.89 0.46 - - 295.26 - 0.00 - 0.00 - 0.00 20,998.89
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - 10.00 10.00 6.20 - 0.00 10,385.60 0.23 10,385.60 0.23 6,439.07
1100(30)aConduit, Boxes and Fittings, Furnishing & Installation LS All 16,434.52 16,434.52 0.36 - 10,000.00 10,000.00 6,434.52 - 0.00 10,000.00 0.22 10,000.00 0.22 6,434.52
1101(42)aWires and Wiring Devices, Furnishing & Installation LS All 35,704.58 35,704.58 0.78 - 10,000.00 10,000.00 25,704.58 - 0.00 10,000.00 0.22 10,000.00 0.22 25,704.58
1103(1)a Lighting Fixtures Furnishing & Installation LS All 22,520.41 22,520.41 0.49 - 10,000.00 10,000.00 12,520.41 - 0.00 10,000.00 0.22 10,000.00 0.22 12,520.41
1102(27)aPower Load Center, Switches & Panel Boards, Furnishin LS All 6,215.89 6,215.89 0.14 - 10,000.00 10,000.00 (3,784.11) - 0.00 10,000.00 0.22 10,000.00 0.22 (3,784.11)
Sub Total 1,553,969.25 33.91 1,168,104.44 39.15% 50,385.60 6.24% 1,218,490.04 45.39% (230,129.89)
Total 3,493,967.87 76.23 2,677,939.57 81.37% 199,065.43 9.48% 2,877,005.00 90.85% 51,353.78
Slippage 15.85%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
DESCRIPTION UNIT
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.44 2.5 2.50 0.70 15,712.50 0.43 - 0.00 15,712.50 0.43 4,399.50
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 20 - 20.00 19.00 14,329.80 0.41 - 0.00 14,329.80 0.41 13,613.31
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 4.35 0 - - 283.88 - 0.00 - 0.00 - 0.00 196,992.85
1003(12) Facia Board Metal kgs. 553.2 78.06 43,182.79 0.94 0 717.20 717.20 (164.00) - 0.00 55,984.63 1.22 55,984.63 1.22 - 12,801.84
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.52 0 - - 23,919.45 - 0.00 - 0.00 - 0.00 23,919.45
1004(2)e Finishing Hardware Knobs sets 9 1,143.31 10,289.79 0.22 0 - - 9.00 - 0.00 - 0.00 - 0.00 10,289.79
1004(2)g Finishing Hardware, Hinges sets 27 220.43 5,951.61 0.13 0 - - 27.00 - 0.00 - 0.00 - 0.00 5,951.61
1005(5) Grille Window sq.m. 32.2 1,197.74 38,567.23 0.84 0 - - 32.20 - 0.00 - 0.00 - 0.00 38,567.23
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 1.89 10 10.00 21.82 10.00 0.00 - 0.00 10.00 0.00 86,858.92
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21 3,161.30 66,387.30 1.45 31 12.00 43.00 (22.00) 98,000.30 2.59 37,935.60 0.83 135,935.90 3.42 - 69,548.60
Sub Total 1,939,998.62 42.32 1,415,914.90 40.17% 93,920.23 2.05% 1,509,835.13 42.22% 430,163.49

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 3.00 3.00 2.04 5,038.68 0.11 - 0.00 5,038.68 0.11 3,426.30
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.13 7.00 7.00 4.34 31,895.22 0.70 - 0.00 31,895.22 0.70 19,775.04
1014(1)b1Pre-Painted Metal Sheets above 0.427mm thk, Corr. sq.m. 295.26 779.31 230,099.07 5.02 - 100.00 100.00 195.26 - 0.00 77,931.00 1.70 77,931.00 1.70 152,168.07
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 1.83 509.10 509.10 - 83,813.13 2.40 - 0.00 83,813.13 2.40 -
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 400.00 400.00 172.30 58,912.00 1.69 - 0.00 58,912.00 1.69 25,376.34
1047(3)a Metal Structues Accessories, Bolts pc. 128.00 90.39 11,569.92 0.25 - 171.00 171.00 (43.00) - 0.00 15,456.69 0.34 15,456.69 0.34 (3,886.77)
1047(3)b Metal Structues Accessories, Sagrods pc. 276.00 94.88 26,186.88 0.57 - 368.00 368.00 (92.00) - 0.00 34,915.84 0.76 34,915.84 0.76 (8,728.96)
1047(3)c Metal Structues Accessories, Turnbuckle pc. 24.00 256.85 6,164.40 0.13 - 32.00 32.00 (8.00) - 0.00 8,219.20 0.18 8,219.20 0.18 (2,054.80)
1047(3)d Metal Structues Accessories, Cross Bracing pc. 24.00 539.25 12,942.00 0.28 - 32.00 32.00 (8.00) - 0.00 17,256.00 0.38 17,256.00 0.38 (4,314.00)
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 0.90 716.40 1,045.50 1,761.90 (1,045.50) 41,214.49 1.18 60,147.61 1.31 101,362.10 2.49 (60,147.61)
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
1100(30)aConduit, Boxes and Fittings, Furnishing & Installation LS All 16,434.52 16,434.52 0.36 - - 16,434.52 - 0.00 - 0.00 - 0.00 16,434.52
1101(42)aWires and Wiring Devices, Furnishing & Installation LS All 35,704.58 35,704.58 0.78 - - 35,704.58 - 0.00 - 0.00 - 0.00 35,704.58
1103(1)a Lighting Fixtures Furnishing & Installation LS All 22,520.41 22,520.41 0.49 - - 22,520.41 - 0.00 - 0.00 - 0.00 22,520.41
1102(27)aPower Load Center, Switches & Panel Boards, Furnishin LS All 6,215.89 6,215.89 0.14 - - 6,215.89 - 0.00 - 0.00 - 0.00 6,215.89
Sub Total 1,553,969.25 33.91 1,032,109.10 34.48% 135,995.34 4.67% 1,168,104.44 39.15% 55,552.85
Total 3,493,967.87 76.23 2,448,024.00 74.65% 229,915.57 6.72% 2,677,939.57 81.37% 485,716.35
Slippage -7.49%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
From February 24, 2018 To March 2, 2018
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 1.97 2 0.50 2.50 0.70 56,565.00 1.62 14,141.25 0.31 70,706.25 1.93 19,797.75
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.44 2 0.50 2.50 0.70 12,570.00 0.36 3,142.50 0.07 15,712.50 0.43 4,399.50
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 30.6 30.60 - 22,619.21 0.64 - 0.00 22,619.21 0.64 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 20 - 20.00 19.00 14,329.80 0.41 - 0.00 14,329.80 0.41 13,613.31
1003(12) Facia Board Metal kgs. 553.2 78.06 43,182.79 0.94 0 - - 553.20 - 0.00 - 0.00 - 0.00 43,182.79
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 1.89 0 10.00 10.00 21.82 - 0.00 10.00 0.00 10.00 0.00 86,858.92
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21 3,161.30 66,387.30 1.45 21 10.00 31.00 (10.00) 66,387.30 1.90 31,613.00 0.69 98,000.30 2.59 - 31,613.00
Sub Total 1,939,998.62 42.32 1,367,008.15 39.10% 48,906.75 1.07% 1,415,914.90 40.17% 524,083.72

Project Engineer

Tuguegarao City
From February 24, 2018 To March 2, 2018
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 - 3.00 3.00 2.04 - 0.00 5,038.68 0.11 5,038.68 0.11 3,426.30
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.13 - 7.00 7.00 4.34 - 0.00 31,895.22 0.70 31,895.22 0.70 19,775.04
1014(1)b1Pre-Painted Metal Sheets above 0.427mm thk, Corr. sq.m. 295.26 779.31 230,099.07 5.02 - - 295.26 - 0.00 - 0.00 - 0.00 230,099.07
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 1.83 509.10 509.10 - 83,813.13 2.40 - 0.00 83,813.13 2.40 -
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 400.00 400.00 172.30 58,912.00 1.69 - 0.00 58,912.00 1.69 25,376.34
1047(8) Structural Steel Roof Framing kgs. 2,452.20 97.22 238,402.88 5.20 2,452.20 1,043.40 3,495.60 (1,043.40) 238,402.88 6.82 101,439.35 2.21 339,842.23 9.03 (101,439.35)
1047(2)b Structural Steel (Purlins) kgs. 3,436.00 71.49 245,639.64 5.36 3,436.00 2,781.30 6,217.30 (2,781.30) 245,639.64 7.03 198,835.14 4.34 444,474.78 11.37 (198,835.14)
1047(3)a Metal Structues Accessories, Bolts pc. 128.00 90.39 11,569.92 0.25 - - 128.00 - 0.00 - 0.00 - 0.00 11,569.92
1047(3)b Metal Structues Accessories, Sagrods pc. 276.00 94.88 26,186.88 0.57 - - 276.00 - 0.00 - 0.00 - 0.00 26,186.88
1047(3)c Metal Structues Accessories, Turnbuckle pc. 24.00 256.85 6,164.40 0.13 - - 24.00 - 0.00 - 0.00 - 0.00 6,164.40
1047(3)d Metal Structues Accessories, Cross Bracing pc. 24.00 539.25 12,942.00 0.28 - - 24.00 - 0.00 - 0.00 - 0.00 12,942.00
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 0.90 716.40 716.40 - 41,214.49 1.18 - 0.00 41,214.49 1.18 -
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
Sub Total 1,553,969.25 33.91 731,834.61 27.12% 300,274.49 7.36% 1,032,109.10 34.48% 269,479.19
Total 3,493,967.87 76.23 2,098,842.76 66.22% 349,181.24 8.43% 2,448,024.00 74.65% 793,562.92
Slippage -22.90%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
From February 17, 2018 To February 23, 2018
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 2.59 1.00 1.00 2.00 1.20 28,282.50 0.81 28,282.50 0.81 56,565.00 1.62 33,939.00
B.3 Permits and Clearances L.S. ALL 25,140.00 25,140.00 0.72 25,140.00 25,140.00 - 25,140.00 0.72 - 0.00 25,140.00 0.72 -
B.5 Project Billboard/Signboard each 2 4,399.50 8,799.00 0.25 2.00 2.00 - 8,799.00 0.25 - 0.00 8,799.00 0.25 -
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.58 1.00 1.00 2.00 1.20 6,285.00 0.18 6,285.00 0.18 12,570.00 0.36 7,542.00
B.9 Mobilization/Demobilization L.S. ALL 31,425.00 31,425.00 0.90 7,500.00 9,000.00 16,500.00 14,925.00 7,500.00 0.21 9,000.00 0.26 16,500.00 0.47 14,925.00
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.65 20.00 10.60 30.60 - 14,783.80 0.42 7,835.41 0.22 22,619.21 0.64 -
804(1)b Embankment from Borrow cu.m. 50.8 534.93 27,174.44 0.78 40.00 10.80 50.80 - 21,397.20 0.61 5,777.24 0.17 27,174.44 0.78 -
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34 5,598.90 190,362.60 5.45 15.00 19.00 34.00 - 83,983.50 2.40 106,379.10 3.04 190,362.60 5.44 -
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.3 8,868.29 91,343.39 2.61 3.50 6.80 10.30 - 31,039.02 0.89 60,304.37 1.73 91,343.39 2.62 -
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.7 14,868.00 129,351.60 3.70 3.30 5.40 8.70 - 49,064.40 1.40 80,287.20 2.30 129,351.60 3.70 -
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.8 12,112.38 130,813.70 3.74 - 10.80 10.80 - - 0.00 130,813.70 3.74 130,813.70 3.74 -
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7954.58 67.01 533,036.41 15.26 4,480.00 3,474.58 7,954.58 - 300,204.80 8.59 232,831.61 6.66 533,036.41 15.25 -
1000(1) Soil Poisoning Liters 25 1,033.98 25,849.50 0.74 20.00 5.00 25.00 - 20,679.60 0.59 5,169.90 0.15 25,849.50 0.74 -
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.80 - 20.00 20.00 19.00 - 0.00 14,329.80 0.41 14,329.80 0.41 13,613.31
1001(9) Storm Drainage and Downspout LS ALL 15,091.29 15,091.29 0.43 - - - 15,091.29 - 0.00 - 0.00 - 0.00 15,091.29
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.42 - - 14,772.26 - 0.00 - 0.00 - 0.00 14,772.26
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.50 - - 52,431.98 - 0.00 - 0.00 - 0.00 52,431.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.43 - - 14,902.99 - 0.00 - 0.00 - 0.00 14,902.99
1003(1)a2 Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 5.65 - - 283.88 - 0.00 - 0.00 - 0.00 196,992.85
1003(12) Facia Board Metal kgs. 553.2 78.06 43,182.79 1.24 - - 553.20 - 0.00 - 0.00 - 0.00 43,182.79
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.68 - - 23,919.45 - 0.00 - 0.00 - 0.00 23,919.45
1004(2)e Finishing Hardware Knobs sets 9 1,143.31 10,289.79 0.29 - - 9.00 - 0.00 - 0.00 - 0.00 10,289.79
1004(2)g Finishing Hardware, Hinges sets 27 220.43 5,951.61 0.17 - - 27.00 - 0.00 - 0.00 - 0.00 5,951.61
1005(5) Grille Window sq.m. 32.2 1,197.74 38,567.23 1.10 - - 32.20 - 0.00 - 0.00 - 0.00 38,567.23
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 2.49 - - 31.82 - 0.00 - 0.00 - 0.00 86,868.92
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21 3,161.30 66,387.30 1.90 - 21.00 21.00 - - 0.00 66,387.30 1.90 66,387.30 1.90 -
Sub Total 1,939,998.62 55.53 613,325.02 17.53% 753,683.13 21.57% 1,367,008.15 39.10% 572,990.47

Project Engineer
Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.24 - - 5.04 - 0.00 - 0.00 - 0.00 8,464.98
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.48 - - 11.34 - 0.00 - 0.00 - 0.00 51,670.26
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.36 - 246.78 246.78 - - 0.00 12,487.07 0.36 12,487.07 0.36 -
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 2.40 - 509.10 509.10 - - 0.00 83,813.13 2.40 83,813.13 2.40 -
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 2.41 - 400.00 400.00 172.30 - 0.00 58,912.00 1.69 58,912.00 1.69 25,376.34
1032(1)b Painting Works, Wood sq.m. 383.06 113.34 43,416.02 1.24 - 200.00 200.00 183.06 - 0.00 22,668.00 0.65 22,668.00 0.65 20,748.02
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 1.08 - 697.75 697.75 - - 0.00 37,566.86 1.08 37,566.86 1.08 -
1046(2)a2CHB Non Load Bearing(inc. Reinforcing Steel), 150mm sq.m. 213.40 968.03 206,577.60 5.91 - 213.40 213.40 - - 0.00 206,577.60 5.91 206,577.60 5.91 -
1047(8) Structural Steel Roof Framing kgs. 2,452.20 97.22 238,402.88 6.82 - 2,452.20 2,452.20 - - 0.00 238,402.88 6.82 238,402.88 6.82 -
1047(2)b Structural Steel (Purlins) kgs. 3,436.00 71.49 245,639.64 7.03 - 3,436.00 3,436.00 - - 0.00 245,639.64 7.03 245,639.64 7.03 -
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 1.18 - 716.40 716.40 - - 0.00 41,214.49 1.18 41,214.49 1.18 -
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.48 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
Sub Total 1,553,969.25 44.47 - 0.00 731,834.61 27.12% 731,834.61 27.12% 606,687.58
Total 3,493,967.87 100.00 613,325.02 17.71% 1,485,517.74 48.69% 2,098,842.76 66.22% 1,179,678.06
Slippage -33.71%

Project Engineer
Project Engineer
3493967.87
3,493,967.87
3,493,967.87
3,493,967.87
3,493,967.87
3,493,967.87
3,493,967.87
3,493,967.87
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3,493,967.87
3,493,967.87
3,493,967.87
Tuguegarao City
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 1.97 1 1.00 2.20 28,282.50 0.81 - 0.00 28,282.50 0.81 62,221.50
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.44 1 1.00 2.20 6,285.00 0.18 - 0.00 6,285.00 0.18 13,827.00
804(1)a Embankment from Structure Excavation cu.m. 18.9 54.35 1,027.22 0.02 23.4 23.40 (4.50) 1,271.80 0.04 - 0.00 1,271.80 0.04 - 244.58
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 39.8 39.80 (9.20) 29,419.76 0.74 - 0.00 29,419.76 0.74 - 6,800.55
804(1)b Embankment from Borrow cu.m. 50.8 534.93 27,174.44 0.59 66.1 66.10 (15.30) 35,358.87 0.92 - 0.00 35,358.87 0.92 - 8,184.43
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34 5,598.90 190,362.60 4.15 43.7 43.70 (9.70) 244,671.93 5.90 - 0.00 244,671.93 5.90 - 54,309.33
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.3 8,868.29 91,343.39 1.99 13.5 13.50 (3.20) 119,721.93 2.83 - 0.00 119,721.93 2.83 - 28,378.54
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.7 14,868.00 129,351.60 2.82 8.3 2.50 10.80 (2.10) 123,404.40 3.02 37,170.00 0.81 160,574.40 3.83 - 31,222.80
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.8 12,112.38 130,813.70 2.85 5 4.80 9.80 1.00 60,561.90 1.32 58,139.42 1.27 118,701.32 2.59 12,112.38
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7954.58 67.01 533,036.41 11.62 8180 1,991.68 10,171.68 (2,217.10) 548,141.80 14.00 133,462.48 2.91 681,604.28 16.91 - 148,567.87
1000(2) Wood Preservative Liter 39 716.49 27,943.11 0.61 0 - - 39.00 - 0.00 - 0.00 - 0.00 27,943.11
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.32 0 - - 14,772.26 - 0.00 - 0.00 - 0.00 14,772.26
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.14 0 - - 52,431.98 - 0.00 - 0.00 - 0.00 52,431.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.32 0 - - 14,902.99 - 0.00 - 0.00 - 0.00 14,902.99
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 1.89 0 - - 31.82 - 0.00 - 0.00 - 0.00 86,868.92
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21 3,161.30 66,387.30 1.45 0 - 21.00 - 0.00 - 0.00 - 0.00 66,387.30
Sub Total 1,939,998.62 42.32 1,279,547.37 32.07% 228,771.90 4.99% 1,508,319.27 37.06% 431,679.35

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 - - 5.04 - 0.00 - 0.00 - 0.00 8,464.98
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.27 - - 246.78 - 0.00 - 0.00 - 0.00 12,487.07
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 1.83 - - 509.10 - 0.00 - 0.00 - 0.00 83,813.13
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 1.84 - - 572.30 - 0.00 - 0.00 - 0.00 84,288.34
1032(1)b Painting Works, Wood sq.m. 383.06 113.34 43,416.02 0.95 - - 383.06 - 0.00 - 0.00 - 0.00 43,416.02
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 0.82 - - 697.75 - 0.00 - 0.00 - 0.00 37,566.86
1046(2)a2CHB Non Load Bearing(inc. Reinforcing Steel), 150mm sq.m. 213.40 968.03 206,577.60 4.50 - 200.00 200.00 13.40 - 0.00 193,606.00 4.22 193,606.00 4.22 12,971.60
1047(8) Structural Steel Roof Framing kgs. 2,452.20 97.22 238,402.88 5.20 - - 2,452.20 - 0.00 - 0.00 - 0.00 238,402.88
1047(2)b Structural Steel (Purlins) kgs. 3,436.00 71.49 245,639.64 5.36 - - 3,436.00 - 0.00 - 0.00 - 0.00 245,639.64
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 0.90 - - 716.40 - 0.00 - 0.00 - 0.00 41,214.49
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
Sub Total 1,553,969.25 33.91 - 0.00% 193,606.00 4.22% 193,606.00 4.22% 1,360,363.25
Total 3,493,967.87 76.23 1,279,547.37 32.07% 422,377.90 9.21% 1,701,925.27 41.28% 1,792,042.61
Slippage -54.40%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
DESCRIPTION UNIT
804(1)a Embankment from Structure Excavation cu.m. 18.9 54.35 1,027.22 0.02 18.9 4.50 23.40 (4.50) 1,027.22 0.03 244.58 0.01 1,271.80 0.04 - 244.58
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 20 19.80 39.80 (9.20) 14,783.80 0.42 14,635.96 0.32 29,419.76 0.74 - 6,800.55
804(1)b Embankment from Borrow cu.m. 50.8 534.93 27,174.44 0.59 45 21.10 66.10 (15.30) 24,071.85 0.67 11,287.02 0.25 35,358.87 0.92 - 8,184.43
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34 5,598.90 190,362.60 4.15 20 23.70 43.70 (9.70) 111,978.00 3.01 132,693.93 2.89 244,671.93 5.90 - 54,309.33
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.3 8,868.29 91,343.39 1.99 7 6.50 13.50 (3.20) 62,078.04 1.57 57,643.89 1.26 119,721.93 2.83 - 28,378.54
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.7 14,868.00 129,351.60 2.82 5.8 2.50 8.30 0.40 86,234.40 2.21 37,170.00 0.81 123,404.40 3.02 5,947.20
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.8 12,112.38 130,813.70 2.85 2 3.00 5.00 5.80 24,224.76 0.53 36,337.14 0.79 60,561.90 1.32 70,251.80
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7954.58 67.01 533,036.41 11.62 5480 2,700.00 8,180.00 (225.42) 367,214.80 10.05 180,927.00 3.95 548,141.80 14.00 - 15,105.39
Sub Total 1,939,998.62 42.32 808,607.85 21.79% 470,939.52 10.28% 1,279,547.37 32.07% 660,451.25

Project Engineer

Tuguegarao City
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 - - 5.04 - 0.00 - 0.00 - 0.00 8,464.98
1046(2)a2CHB Non Load Bearing(inc. Reinforcing Steel), 150mm sq.m. 213.40 968.03 206,577.60 4.50 - - 213.40 - 0.00 - 0.00 - 0.00 206,577.60
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
Sub Total 1,553,969.25 33.91 - 0.00% - 0.00% - 0.00% 1,553,969.25
Total 3,493,967.87 76.23 808,607.85 21.79% 470,939.52 10.28% 1,279,547.37 32.07% 2,214,420.51
Slippage -53.29%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
Tuguegarao City
From January 27, 2018 To February 2, 2018
DESCRIPTION UNIT
804(4) Gravel Fill cu.m. 30.6 739.19 22,619.21 0.49 20 20.00 10.60 14,783.80 0.42 - 0.00 14,783.80 0.42 7,835.41
804(1)b Embankment from Borrow cu.m. 50.8 534.93 27,174.44 0.59 40 5.00 45.00 5.80 21,397.20 0.61 2,674.65 0.06 24,071.85 0.67 3,102.59
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34 5,598.90 190,362.60 4.15 15 5.00 20.00 14.00 83,983.50 2.40 27,994.50 0.61 111,978.00 3.01 78,384.60
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.3 8,868.29 91,343.39 1.99 3.5 3.50 7.00 3.30 31,039.02 0.89 31,039.02 0.68 62,078.04 1.57 29,265.35
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.7 14,868.00 129,351.60 2.82 3.3 2.50 5.80 2.90 49,064.40 1.40 37,170.00 0.81 86,234.40 2.21 43,117.20
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.8 12,112.38 130,813.70 2.85 0 2.00 2.00 8.80 - 0.00 24,224.76 0.53 24,224.76 0.53 106,588.94
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7954.58 67.01 533,036.41 11.62 4480 1,000.00 5,480.00 2,474.58 300,204.80 8.59 67,010.00 1.46 367,214.80 10.05 165,821.61
1000(1) Soil Poisoning Liters 25 1,033.98 25,849.50 0.56 20 5.00 25.00 - 20,679.60 0.59 5,169.90 0.11 25,849.50 0.70 -
Sub Total 1,939,998.62 42.32 613,325.02 17.53% 195,282.83 4.26% 808,607.85 21.79% 1,131,390.77

Project Engineer

Tuguegarao City
From January 27, 2018 To February 2, 2018
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.18 - - 5.04 - 0.00 - 0.00 - 0.00 8,464.98
1046(2)a2CHB Non Load Bearing(inc. Reinforcing Steel), 150mm sq.m. 213.40 968.03 206,577.60 4.50 - - 213.40 - 0.00 - 0.00 - 0.00 206,577.60
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.37 - - 16.20 - 0.00 - 0.00 - 0.00 16,824.67
Sub Total 1,553,969.25 33.91 - 0.18% - 0.00% - 0.00% 1,553,969.25
Total 3,493,967.87 76.23 613,325.02 17.71% 195,282.83 4.26% 808,607.85 21.79% 2,685,360.03
Slippage -48.55%

Project Engineer
Project Engineer
3,493,967.87
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
4,585,535.86
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Tuguegarao City
From December 26, 2017 ToJanuary 26, 2018
DESCRIPTION UNIT
A.1.1.(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.2 28,282.50 90,504.00 2.59 1.00 1.00 2.20 28,282.50 0.81 28,282.50 0.81 62,221.50
B.3 Permits and Clearances L.S. ALL 25,140.00 25,140.00 0.72 25,140.00 25,140.00 - 25,140.00 0.72 25,140.00 0.72 -
B.5 Project Billboard/Signboard each 2 4,399.50 8,799.00 0.25 2.00 2.00 - 8,799.00 0.25 8,799.00 0.25 -
B.7 Occupational Safety and Health Program mos. 3.2 6,285.00 20,112.00 0.58 1.00 1.00 2.20 6,285.00 0.18 6,285.00 0.18 13,827.00
B.9 Mobilization/Demobilization L.S. ALL 31,425.00 31,425.00 0.90 7,500.00 7,500.00 23,925.00 7,500.00 0.21 7,500.00 0.21 23,925.00
803(1)a Structure Excavation, Common Soil cu.m. 33.46 452.45 15,138.98 0.43 33.46 33.46 - 15,138.98 0.43 15,138.98 0.43 -
804(1)a Embankment from Structure Excavation cu.m. 18.90 54.35 1,027.22 0.03 18.90 18.90 - 1,027.22 0.03 1,027.22 0.03 -
804(4) Gravel Fill cu.m. 30.60 739.19 22,619.21 0.65 20.00 20.00 10.60 14,783.80 0.42 14,783.80 0.42 7,835.41
804(1)b Embankment from Borrow cu.m. 50.80 534.93 27,174.44 0.78 40.00 40.00 10.80 21,397.20 0.61 21,397.20 0.61 5,777.24
900(1)c2 Structural Concrete(Footing and Slab on Fill), Class A cu.m. 34.00 5,598.90 190,362.60 5.45 15.00 15.00 19.00 83,983.50 2.40 83,983.50 2.40 106,379.10
900(1)c3 Structural Concrete (Footing Tie Beams) Class A cu.m. 10.30 8,868.29 91,343.39 2.61 3.50 3.50 6.80 31,039.02 0.89 31,039.02 0.89 60,304.37
900(1)c4 Structural Concrete (Columns), Class A cu.m. 8.70 14,868.00 129,351.60 3.70 3.30 3.30 5.40 49,064.40 1.40 49,064.40 1.40 80,287.20
900(1)c6 Structural Concrete (Beams/Girders), Class A cu.m. 10.80 12,112.38 130,813.70 3.74 - 10.80 - 0.00 - 0.00 130,813.70
902(1)a Reinforcing Steel Deformed Grade 40 kgs. 7,954.58 67.01 533,036.41 15.26 4,480.00 4,480.00 3,474.58 300,204.80 8.59 300,204.80 8.59 232,831.61
1000(1) Soil Poisoning Liters 25.00 1,033.98 25,849.50 0.74 20.00 20.00 5.00 20,679.60 0.59 20,679.60 0.59 5,169.90
1000(2) Wood Preservative Liter 39.00 716.49 27,943.11 0.80 - 39.00 - 0.00 - 0.00 27,943.11
1001(9) Storm Drainage and Downspout LS ALL 15,091.29 15,091.29 0.43 - 15,091.29 - 0.00 - 0.00 15,091.29
1001(8) Sewer Line Works LS ALL 14,772.26 14,772.26 0.42 - 14,772.26 - 0.00 - 0.00 14,772.26
1002(8) Plumbing Fixtures LS ALL 52,431.98 52,431.98 1.50 - 52,431.98 - 0.00 - 0.00 52,431.98
1002(28) Cold Water Lines LS ALL 14,902.99 14,902.99 0.43 - 14,902.99 - 0.00 - 0.00 14,902.99
1003(1)a2Ceiling 4.5mm thk Fiber Cement Board on Wood Frame sq.m. 283.88 693.93 196,992.85 5.69 - 283.88 - 0.00 - 0.00 196,992.85
1003(12) Facia Board Metal kgs. 553.20 78.06 43,182.79 1.24 - 553.20 - 0.00 - 0.00 43,182.79
1003(17) Carpentry and Joinery Works LS ALL 23,919.45 23,919.45 0.68 - 23,919.45 - 0.00 - 0.00 23,919.45
1004(2)e Finishing Hardware Knobs sets 9.00 1,143.31 10,289.79 0.29 - 9.00 - 0.00 - 0.00 10,289.79
1004(2)g Finishing Hardware, Hinges sets 27.00 220.43 5,951.61 0.17 - 27.00 - 0.00 - 0.00 5,951.61
1005(5) Grille Window sq.m. 32.20 1,197.74 38,567.23 1.10 - 32.20 - 0.00 - 0.00 38,567.23
1009(1)a Jalousie Window sq.m. 31.82 2,730.01 86,868.92 2.49 - 31.82 - 0.00 - 0.00 86,868.92
1010(1) Frames(Jambs Sills Head Transom & Mullions) sets 21.00 3,161.30 66,387.30 1.90 - 21.00 - 0.00 - 0.00 66,387.30
Sub Total 1,939,998.62 55.57 613,325.02 17.53% 613,325.02 17.53% 1,326,673.60

Project Engineer
Tuguegarao City
From December 26, 2017 To
January 26, 2018
Sheet 02 of 02
1010(2)a Doors(Flush) sq.m. 5.04 1,679.56 8,464.98 0.24 - 5.04 - 0.00 - 0.00 8,464.98
1010(2)b Doors(Wood Panel) sq.m. 11.34 4,556.46 51,670.26 1.48 - 11.34 - 0.00 - 0.00 51,670.26
1013(2)a Fab. Metal Roofing Accessory, Gauge26 Ridge/Hip Rolls Ln.m. 27.80 307.63 8,552.11 0.24 - 27.80 - 0.00 - 0.00 8,552.11
1013(2)b Fabricated Metal Roofing Accessory, Gauge#26 Flashings Ln.m. 21.40 277.66 5,941.92 0.17 - 21.40 - 0.00 - 0.00 5,941.92
1013(2)c Fabricated Metal Roofing Accessory, Gauge#26 Gutters Ln.m. 55.60 277.32 15,418.99 0.44 - 55.60 - 0.00 - 0.00 15,418.99
1014(1)b1 Pre-Painted Metal Sheets above 0.427mm thk, Corr. sq.m. 295.26 779.31 230,099.07 6.59 - 295.26 - 0.00 - 0.00 230,099.07
1018(1) Glazed Tiles & Trims sq.m. 25.20 1,215.70 30,635.64 0.88 - 25.20 - 0.00 - 0.00 30,635.64
1018(2) Unglazed Tiles sq.m. 7.20 1,191.71 8,580.31 0.25 - 7.20 - 0.00 - 0.00 8,580.31
1021(4) Straight to Finish sq.m. 246.78 50.60 12,487.07 0.36 - 246.78 - 0.00 - 0.00 12,487.07
1027(1) Cement Plaster Finish sq.m. 509.10 164.63 83,813.13 2.40 - 509.10 - 0.00 - 0.00 83,813.13
1032(1)a Painting Works, Masonry Concrete sq.m. 572.30 147.28 84,288.34 2.41 - 572.30 - 0.00 - 0.00 84,288.34
1032(1)b Painting Works, Wood sq.m. 383.06 113.34 43,416.02 1.24 - 383.06 - 0.00 - 0.00 43,416.02
1032(1)c Painting Steel sq.m. 697.75 53.84 37,566.86 1.08 - 697.75 - 0.00 - 0.00 37,566.86
1038(1) Reflective Roof Insulation sq.m. 295.26 71.12 20,998.89 0.60 - 295.26 - 0.00 - 0.00 20,998.89
1046(2)a2 CHB Non Load Bearing(inc. Reinforcing Steel), 150mm thick sq.m. 213.40 968.03 206,577.60 5.91 - 213.40 - 0.00 - 0.00 206,577.60
1047(8) Structural Steel Roof Framing kgs. 2,452.20 97.22 238,402.88 6.82 - 2,452.20 - 0.00 - 0.00 238,402.88
1047(2)b Structural Steel (Purlins) kgs. 3,436.00 71.49 245,639.64 7.03 - 3,436.00 - 0.00 - 0.00 245,639.64
1047(3)a Metal Structues Accessories, Bolts pc. 128.00 90.39 11,569.92 0.33 - 128.00 - 0.00 - 0.00 11,569.92
1047(3)b Metal Structues Accessories, Sagrods pc. 276.00 94.88 26,186.88 0.75 - 276.00 - 0.00 - 0.00 26,186.88
1047(3)c Metal Structues Accessories, Turnbuckle pc. 24.00 256.85 6,164.40 0.18 - 24.00 - 0.00 - 0.00 6,164.40
1047(3)d Metal Structues Accessories, Cross Bracing pc. 24.00 539.25 12,942.00 0.37 - 24.00 - 0.00 - 0.00 12,942.00
1047(6) Metal Structures Accessories, Steel Plates kgs. 716.40 57.53 41,214.49 1.18 - 716.40 - 0.00 - 0.00 41,214.49
1051(5) Metal Railings m. 16.20 1,038.56 16,824.67 0.48 - 16.20 - 0.00 - 0.00 16,824.67
1100(30)aConduit, Boxes and Fittings, Furnishing & Installation LS All 16,434.52 16,434.52 0.47 - 16,434.52 - 0.00 - 0.00 16,434.52
1101(42)aWires and Wiring Devices, Furnishing & Installation LS All 35,704.58 35,704.58 1.02 - 35,704.58 - 0.00 - 0.00 35,704.58
1103(1)a Lighting Fixtures Furnishing & Installation LS All 22,520.41 22,520.41 0.64 - 22,520.41 - 0.00 - 0.00 22,520.41
1102(27)a Power Load Center, Switches & Panel Boards, Furnishing & Inst. LS All 6,215.89 6,215.89 0.18 - 6,215.89 - 0.00 - 0.00 6,215.89
1102(26) Kilowatt Meter with Base sets 1.00 4,314.02 4,314.02 0.12 - 1.00 - 0.00 - 0.00 4,314.02
1200(15)b Oscillating, Wall Fan sets 6.00 3,553.96 21,323.76 0.61 - 6.00 - 0.00 - 0.00 21,323.76
Sub Total 1,553,969.25 44.47 - 0.18% - 0.18% 2,947,030.15
Total 3,493,967.87 100.04 613,325.02 17.71% 613,325.02 17.71% 4,273,703.76
Slippage -34.91
3,493,967.87

Project Engineer
Project Engineer
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Tuguegarao City
Constractor's Statement of Work Accomplished
From November 24, 2019 To February 14, 2020
Project Name/Location: Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana, Cagayan
Contractor: E. GUADIZ CONSTRUCTION Payment Certfificate No.____________
Sheet 01 of 01
ORIGINAL REVISED UNIT ORIGINAL REVISED TOTAL QTY. QTY. TOTAL BALANCE COST OF COST COST BALANCE
ITEM CONTRACT CONTRACT PRICE CONTRACT CONTRACT % OF APPROVEDAPPROVED QTY. OF PREVIOUS % OF OF % OF TO % OF OF
DESCRIPTION UNIT
NO. QUANTITY QUANTITY IN COST COST COST IN in this To This QUANTITY BILLING COST THIS COST DATE COST COST
A.1.4(1) Provision of Progress Photograph each 90.00 90.00 61.11 5,500.00 5,500.00 0.06% 80.00 10.00 90.00 - 4,888.89 0.05% 611.11 0.01% 5,500.00 0.06% -
B.5 Project Billboard/Signboard each 4.00 4.00 3,500.00 14,000.00 14,000.00 0.14% 4.00 - 4.00 - 14,000.00 0.14% - 0.00% 14,000.00 0.14% -
B.7 Occupational Safety and Health Program mos. 4.73 4.73 4,500.00 21,285.00 21,285.00 0.21% 4.00 0.73 4.73 - 18,000.00 0.18% 3,285.00 0.03% 21,285.00 0.21% -
B.9 Mobilization/Demobilization L.S. all all 94,519.01 94,519.01 94,519.01 0.95% 0.50 0.50 0.50 47,259.51 0.47% 0.00% 47,259.51 0.47% 47,259.51
100(1) Clearing & Grubbing cu.m. 0.55 0.55 326,738.18 179,706.00 179,706.00 1.81% 0.55 - 0.55 - 179,706.00 1.81% - 0.00% 179,706.00 1.81% -
102(1) Unsuitable Excavation cu.m. 1,147.50 1,167.30 537.54 616,832.00 627,475.29 6.31% 1,147.50 19.80 1,167.30 - 616,832.00 6.20% 10,643.29 0.11% 627,475.29 6.31% -
103(3) Foundation Fill sq.m. 8.41 8.41 667.30 5,612.00 5,612.00 0.06% 8.41 - 8.41 - 5,612.00 0.06% (0.00) 0.00% 5,612.00 0.06% -
104(1)a Embankment from Roadway Excavation (Common Soil) cu.m. 126.00 173.74 299.58 37,746.80 52,049.62 0.52% 126.00 126.00 47.74 37,746.80 0.38% 0.00% 37,746.80 0.38% 14,302.82
104(2)a Embankment from Borrow (Common Soil) sq.m. 2,723.50 2,723.50 325.67 886,970.05 886,970.05 8.91% 2,723.50 - 2,723.50 - 886,970.05 8.91% 0.01 0.00% 886,970.05 8.91% -
105(1)a Subgrade Preparation sq.m. 5,140.00 5,230.00 23.36 120,048.00 122,150.40 1.23% 5,140.00 90.00 5,230.00 - 120,048.00 1.21% 2,102.40 0.02% 122,150.40 1.23% -
200(1) Aggregate Sub-base cu.m. 1,855.00 1,880.00 688.63 1,277,401.00 1,294,616.75 13.01% 1,855.00 25.00 1,880.00 - 1,277,401.00 12.84% 17,215.75 0.17% 1,294,616.75 13.01% -
311(1)c1 PCC Pavement(Unreinforced) .23 m Thk., 14 Days sq.m. 5,140.00 5,230.00 1,198.19 6,158,695.42 6,266,532.52 62.98% 4,500.00 730.00 5,230.00 - 5,391,853.97 54.19% 874,678.55 8.79% 6,266,532.52 62.98% -
500(1)a1 Pipe Culverts, 910mm dia. Class II RCPC ln.m 8.00 8.00 6,873.18 54,985.40 54,985.40 0.55% - 8.00 8.00 - - 0.00% 54,985.40 0.55% 54,985.40 0.55% -
506(1) Stone Masonry cu.m. 38.00 73.01 4,445.94 168,945.60 324,597.96 3.26% - 73.01 73.01 - - 0.00% 324,597.96 3.26% 324,597.96 3.26% -
Sub Total 9,642,246.28 9,950,000.00 100.00% 8,600,318.21 86.44% 1,288,119.47 12.95% 9,888,437.68 99.38% -
E. GUADIZ CONSTRUCTION JAYLORD A. DE ASIS RAYNALDO T. ARUGAY MARIANO B. MALUPENG DANILO U. TABILAS
Contractor Engineer II Chief Construction Section Asst. District Engineer District Engineer
Project Engineer
COMPUTATION OF LIQUIDATED DAMAGES
1. Name of Project
2. Location Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana, Cagayan
3. Contractor E. GUADIZ CONSTRUCTION
4. Original Contract Cost ₱9,642,246.28
5. Revised Contract Cost ₱ 9,950,000.00
6. Contract Time 142 CD
7. Date of Notice to Proceed August 20, 2019
8. Original Expiry Date January 14, 2020
9. Revised Expiry Date -
10. Completion Date February 14, 2020
10. No. of days Delayed 31 CD
Remaining Cost of Unfinished Items of Work after Expiry

B.9 Mobilization/Demobilization 47,259.51
104(1)a Embankment from Roadway Excavation (Common Soil) 14,302.82
P 61,562.32
L.D. = 1/10 ( 1% of Remaining Cost of Unfinished Work after Expiry Date) x no. days delayed
L.D. = 1/10 ( 1% of 49,173.63) x 31 Days
L.D. = P 1,908.43
PREPARED BY: CHECKED & REVIEWED BY:

Project Engineer OIC Construction Section
RECOMMENDING APPROVAL: APPROVED:
MARIANO B. MALUPENG DANILO U. TABILAS

Asst. District Engineer District Engineer
rilucud, Solana, Cagayan
Tuguegarao City
Constractor's Statement of Work Accomplished
From November 24, 2019 To February 14, 2020
Contractor: E. GUADIZ CONSTRUCTION Payment Certfificate No.____________
Sheet 01 of 01
ORIGINAL REVISED UNIT ORIGINAL REVISED TOTAL QTY. QTY. TOTAL BALANCE COST OF COST COST BALANCE
ITEM CONTRACT CONTRACT PRICE CONTRACT CONTRACT % OF APPROVED APPROVED QTY. OF PREVIOUS % OF OF % OF TO % OF OF
NO. DESCRIPTION UNIT QUANTITY QUANTITY IN COST COST COST IN in this To This QUANTITY BILLING COST THIS COST DATE COST COST
A.1.4(1) Provision of Progress Photograph each 90.00 90.00 61.11 5,500.00 5,500.00 0.06% 80.00 10.00 90.00 - 4,888.89 0.05% 611.11 0.01% 5,500.00 0.06% -
B.5 Project Billboard/Signboard each 4.00 4.00 3,500.00 14,000.00 14,000.00 0.14% 4.00 - 4.00 - 14,000.00 0.14% - 0.00% 14,000.00 0.14% -
B.7 Occupational Safety and Health Program mos. 4.73 4.73 4,500.00 21,285.00 21,285.00 0.21% 4.00 0.73 4.73 - 18,000.00 0.18% 3,285.00 0.03% 21,285.00 0.21% -
B.9 Mobilization/Demobilization L.S. all all 94,519.01 94,519.01 94,519.01 0.95% 0.50 0.50 1.00 - 47,259.51 0.47% 47,259.51 0.47% 94,519.01 0.95% -
100(1) Clearing & Grubbing cu.m. 0.55 0.55 326,738.18 179,706.00 179,706.00 1.81% 0.55 - 0.55 - 179,706.00 1.81% - 0.00% 179,706.00 1.81% -
102(1) Unsuitable Excavation cu.m. 1,147.50 1,167.30 537.54 616,832.00 627,475.29 6.31% 1,147.50 19.80 1,167.30 - 616,832.00 6.20% 10,643.29 0.11% 627,475.29 6.31% -
103(3) Foundation Fill sq.m. 8.41 8.41 667.30 5,612.00 5,612.00 0.06% 8.41 - 8.41 - 5,612.00 0.06% (0.00) 0.00% 5,612.00 0.06% -
104(1)a Embankment from Roadway Excavation (Common Soil) cu.m. 126.00 173.74 299.58 37,746.80 52,049.62 0.52% 126.00 47.74 173.74 - 37,746.80 0.38% 14,302.82 0.14% 52,049.62 0.52% -
104(2)a Embankment from Borrow (Common Soil) sq.m. 2,723.50 2,723.50 325.67 886,970.05 886,970.05 8.91% 2,723.50 - 2,723.50 - 886,970.05 8.91% 0.01 0.00% 886,970.05 8.91% -
105(1)a Subgrade Preparation sq.m. 5,140.00 5,230.00 23.36 120,048.00 122,150.40 1.23% 5,140.00 90.00 5,230.00 - 120,048.00 1.21% 2,102.40 0.02% 122,150.40 1.23% -
200(1) Aggregate Sub-base cu.m. 1,855.00 1,880.00 688.63 1,277,401.00 1,294,616.75 13.01% 1,855.00 25.00 1,880.00 - 1,277,401.00 12.84% 17,215.75 0.17% 1,294,616.75 13.01% -
311(1)c1 PCC Pavement(Unreinforced) .23 m Thk., 14 Days sq.m. 5,140.00 5,230.00 1,198.19 6,158,695.42 6,266,532.52 62.98% 4,500.00 730.00 5,230.00 - 5,391,853.97 54.19% 874,678.55 8.79% 6,266,532.52 62.98% -
500(1)a1 Pipe Culverts, 910mm dia. Class II RCPC ln.m 8.00 8.00 6,873.18 54,985.40 54,985.40 0.55% - 8.00 8.00 - - 0.00% 54,985.40 0.55% 54,985.40 0.55% -
506(1) Stone Masonry cu.m. 38.00 73.01 4,445.94 168,945.60 324,597.96 3.26% - 73.01 73.01 - - 0.00% 324,597.96 3.26% 324,597.96 3.26% -
Sub Total 9,642,246.28 9,950,000.00 100.00% 8,600,318.21 86.44% 1,349,681.79 13.56% 9,950,000.00 100.00% -
E. GUADIZ CONSTRUCTION JAYLORD A. DE ASIS RAYNALDO T. ARUGAY MARIANO B. MALUPENG DANILO U. TABILAS
Contractor Engineer II Chief Construction Section Asst. District Engineer District Engineer
Project Engineer
Tuguegarao City
STATEMENT OF TIME ELAPSED & WORK ACCOMPLISHED

As of February 14, 2020
PROJECT ID: 19BD0124
PROJECT NAME & Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana,
LOCATION: Cagayan
CONTRACTOR: E. GUADIZ CONSTRUCTION
Period Covered: November 24, 2019 - February 14, 2020
Original Contract Time: 142 CD
Date of Effectivity of Contract: August 26, 2019
Original Contract Amount: ₱ 9,642,246.28
Revised Contract Amount: ₱ 9,950,000.00
Original Length:
Original Expiration Date: January 14, 2020
Approved Time Extension Due to Extra Work:
Shutdown Days Due to Suspension of Work: 0 CD
Total Time Extension: 0 CD
Total Calendar Days Elapsed to Date: 172 CD
Contract Time Elapsed:
Revised Expiry Date:
Percentage Time Elapsed: 100.00%
Schedule of Work Accomplished: 100.00%
Actual Work Accomplished: 100.00%
Slippage: 0.00%
Project Completed with Liquidated Damages.
Prepared by: Checked by:

Project Engineer Chief Construction Section
Tuguegarao City
STATEMENT OF TIME ELAPSED & WORK ACCOMPLISHED

As of February 14, 2020
PROJECT ID: 19BD0124
PROJECT NAME & Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana,
LOCATION: Cagayan
Period Covered: November 24, 2019 - February 14, 2020
Original Contract Time: 60 CD
Date of Effectivity of Contract: November 24, 2019
Original Contract Amount: ₱ 9,642,246.28
Revised Contract Amount:
Original Length:
Original Expiration Date: January 23, 2020
Approved Time Extension Due to Extra Work:
Shutdown Days Due to Suspension of Work: 0 CD
Total Time Extension: 0 CD
Total Calendar Days Elapsed to Date: 82 CD
Contract Time Elapsed:
Revised Expiry Date:
Percentage Time Elapsed: 136.67%
Schedule of Work Accomplished: 70.34%
Actual Work Accomplished: 100.00%
Slippage: 29.66%
Project Completed
Prepared by: Checked by:

ITEMIZED COST OF REVISION
(Change Order No. 01)

Contractor: E. GUADIZ CONSTRUCTION Page 1 of 1
Description PROPOSED V.O.# 1 REVISED QUANTITY
Item Unit
Unit ORIGINAL CONTRACT ADDITIVE DEDUCTIVE AND AMOUNT
No. Cost Amount Amount Amount Amount
Quantity Quantity Quantity Quantity
(Php) (Php) (Php) (Php)
A.1.4(1) Provision of Progress Photograph each 61.11 90.00 5,500.00 - - - - 90.00 5,500.00
B.5 Project Billboard/Signboard each 3,500.00 4.00 14,000.00 - - - - 4.00 14,000.00
B.7 Occupational Safety and Health Program mos. 4,500.00 4.73 21,285.00 - - - - 4.73 21,285.00
B.9 Mobilization/Demobilization L.S. 94,519.01 all 94,519.01 - - - - all 94,519.01
100(1) Clearing & Grubbing cu.m. 326,738.18 0.55 179,706.00 - - - - 0.55 179,706.00
102(1) Unsuitable Excavation cu.m. 537.54 1,147.50 616,832.00 19.80 10,643.29 - - 1,167.30 627,475.29
103(3) Foundation Fill sq.m. 667.30 8.41 5,612.00 - - - - 8.41 5,612.00
104(1)a Embankment from Roadway Excavation (Common Soil) cu.m. 299.58 126.00 37,746.80 47.74 14,302.82 - - 173.74 52,049.62
104(2)a Embankment from Borrow (Common Soil) sq.m. 325.67 2,723.50 886,970.05 - - - - 2,723.50 886,970.05
105(1)a Subgrade Preparation sq.m. 23.36 5,140.00 120,048.00 90.00 2,102.40 - - 5,230.00 122,150.40
200(1) Aggregate Sub-base cu.m. 688.63 1,855.00 1,277,401.00 25.00 17,215.75 - - 1,880.00 1,294,616.75
311(1)c1 PCC Pavement(Unreinforced) .23 m Thk., 14 Days sq.m. 1,198.19 5,140.00 6,158,695.42 90.00 107,837.10 - - 5,230.00 6,266,532.52
500(1)a1 Pipe Culverts, 910mm dia. Class II RCPC ln.m 6,873.18 8.00 54,985.40 - - - - 8.00 54,985.40
506(1) Stone Masonry cu.m. 4,445.94 38.00 168,945.60 35.01 155,652.36 - - 73.01 324,597.96
Total 9,642,246.28 307,753.72 - 9,950,000.00
Prepared By: Checked by:

Conforme: Verified as to Quantities/Unit Cost: Approved:
E. GUADIZ CONSTRUCTION MARIANO B. MALUPENG DANILO U. TABILAS

Contractor Asst. District Engineer District Engineer
Concurrent Chief- Planning & Design Section
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description : 101(3)a2 #NAME?

Unit of Measurement : sq.m.
Output per hour : ALL
No. of
Designation No. of hrs Daily Rate Amount (PhP)
Person/s
A. Labor
a. Construction Foreman 1 65.00 -
b. Skilled/Operator 2 50.00 -
Sub - Total for A -

No. of
Name and Capacity Unit Daily Rate Amount (PhP)
Day/s
B. Equipment
Dumptruck 5 cu.m. 1 1,310.00 -

Backhoe 1 1,570.00 -
Sub - Total for B -

C. Total (A + B) -
D. Output = ALL
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
Sub - Total for F -

G. Direct Unit Cost (F ÷ D)
H. Direct Unit Cost (E + G)
I. Overhead, Contingencies & Miscellaneous (OCM) Expenses of H
J. Contractor's Profit (CP) of H
K. Value Added Tax (VAT) of (H + I + J)
L. Total Unit Cost (H + I + J + K) #NAME?
Item No./Description : 500(1)a1 Pipe Culverts, 610mm dia

Unit of Measurement : ln.m.
Output 10
Output per hour : 1
No. of No. of Hourly

Designation Amount (PhP)
Person/s Hour/s Rate
A. Labor
a. Construction Foreman 1 4.00 58.50 234.00

b. Skilled Laborer 2 4.00 45.00 180.00
c. Unskilled Laborer 4 4.00 34.20 136.80
Sub - Total for A 550.80

No of No. of Hourly
Name and Capacity Amount (PhP)
Unit/s Hour/s Rate
B. Equipment
a. Plate compactor (5hp) -
Sub - Total for B -

C. Total (A + B) 550.80
D. Output = ### ea
E. Direct Unit Cost (C ÷ D) 55.08
F. Materials
a. Portland Cement pcs 20.00 225.00 4,500.00

b. Sand cu.m. 1.00 405.00 405.00
c. Concrete Pipe, 610mm dia pc 10.00 2,250.00 22,500.00
d. Sand Bedding cu.m. 1.00 405.00 405.00
Sub - Total for F 27,810.00

G. Direct Unit Cost (F ÷ D) 2,781.00
H. Direct Unit Cost (E + G) 2,836.08
I. Overhead, Contingencies & Miscellaneous (OCM) 8% of H 226.89
J. Contractor's Profit (CP) 10% of H 283.61
K. Value Added Tax (VAT) 5% of (H + I + J 167.33
L. Total Unit Cost (H + I + J + 3,513.90
Item No./Description : 311(1)d1 PCC Pavement(Unreinforced) 250 mm Thk., 14 Days

Unit of Measurement : sq.m.
Output : 1,036.00 296.00
Output per hour : 1
No. of No. of Daily

Person/s Day/s Rate
A. Labor
a. Construction Foreman 1 20.00 58.50 1,170.00
b. Skilled Laborer 1 20.00 45.00 900.00
c. Unskilled Laborer 2 20.00 34.20 1,368.00
Sub - Total for A 3,438.00
No. of Daily
Name and Capacity Unit Amount (PhP)
Day/s Rate
B. Equipment
Concrete Batch Plant 1 20.00 1,583.10 31,662.00
Transit Mixer, 5 cu.m. 4 20.00 1,186.20 94,896.00
Payloader(1.5 cu.m.) 1 20.00 1,559.70 31,194.00
Water Truck 1 20.00 2,205.00 44,100.00
Concrete Saw, Blade 14" 1 20.00 29.70 594.00
Concrete Screeder, 5.5Hp 1 20.00 490.50 9,810.00
Bar Cutter 1 20.00 198.00 3,960.00
Concrete Vibrator 1.00 20.00 81.90 1,638.00
Minor Tools, 5% of labor 171.90
Sub - Total for B 218,025.90
C. Total (A + B) 221,463.90
D. Output = 1036.00
F. Materials
Reinforcing Steel bar kg 312 36.00 11,232.00
Curing Compound Lit 282 40.50 11,421.00
Asphalt Sealant Lit 286.4979 43.20 12,376.71
Fine Aggregate cu.m. 343 270.00 92,610.00
Coarse Aggregate cu.m. 703 360.00 253,080.00
Portland Cement bag 2330 225.00 524,250.00
Concrete Saw Diamond, 14" pc 0.2 2,700.00 540.00
Pipe Sleeve, 2" dia ln.m. 12 67.50 810.00
Grease/Tar Lit 12 135.00 1,620.00
Sub - Total for F 907,939.71
G. Direct Unit Cost (F ÷ D) 876.39
H. Direct Unit Cost (E + G) 1,090.16
L. Total Unit Cost (H + I + J + 1,350.71
Item No./Description : #NAME? #NAME?

Unit of Measurement : #NAME?
Output : 245.00
Output per hour : 1
No. of No. of Daily

Person/s Day/s Rate
A. Labor
a. Construction Foreman 1 8.00 58.50 468.00
b. Skilled/Operator 2 8.00 45.00 720.00
Sub - Total for A 1,188.00

No. of Daily
Name and Capacity Unit Amount (PhP)
Day/s Rate
B. Equipment
Dumptruck 5 cu.m. 1 8.00 1,310.00 10,480.00

Backhoe 1 8.00 1,570.00 12,560.00
Sub - Total for B 23,040.00

C. Total (A + B) 24,228.00
D. Output = 245.00
F. Materials
Sub - Total for F -

G. Direct Unit Cost (F ÷ D) -
H. Direct Unit Cost (E + G) 98.89
L. Total Unit Cost (H + I + J + 122.52
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CAGAYAN THIRD
DISTRICT ENGINEERING OFFICE
REGION II
Tuguegarao City, Cagayan
PROJECT NAME &

LOCATION: Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana, Cagayan
TECHNICAL JUSTIFICATION
VARIATION ORDER NO.1
ORIGINAL AS-STAKED
ITEM NO. DESCRIPTION UNITS VARIANCE +/- Remarks
QTY. QTY.
A.1.4(1) Provision of Progress Photograph each 90.00 90.00 - No Change
B.5 Project Billboard/Signboard each 4.00 4.00 - No Change
B.7 Occupational Safety and Health Program mos. 4.73 4.73 - No Change
B.9 Mobilization/Demobilization L.S. all all all No Change
100(1) Clearing & Grubbing cu.m. 0.55 0.55 - No Change
102(1) Unsuitable Excavation cu.m. 1,147.50 1,167.30 19.80 Increased in Quantity of items based
on revised plans.
103(3) Foundation Fill sq.m. 8.41 8.41 - No Change
104(1)a Embankment from Roadway Excavation (Common Soil) cu.m. 126.00 173.74 47.74 No Change
104(2)a Embankment from Borrow (Common Soil) sq.m. 2,723.50 2,723.50 - No Change
105(1)a Subgrade Preparation sq.m. 5,140.00 5,230.00 90.00
200(1) Aggregate Sub-base cu.m. 1,855.00 1,880.00 25.00
Increased in Quantity of items based
311(1)c1 PCC Pavement(Unreinforced) .23 m Thk., 14 Days sq.m. 5,140.00 5,230.00 90.00 on revised plans.
500(1)a1 Pipe Culverts, 910mm dia. Class II RCPC ln.m 8.00 8.00 -
506(1) Stone Masonry cu.m. 38.00 73.01 35.01
Prepared By:
JAYLORD A. DE ASIS
Engineer II
Project Engineer
Republic of the Philipines
Cagayan Third
District Engineering Office
REGION II
Tuguegarao City
CHANGE ORDER NO. __1___
To: E. GUADIZ CONSTRUCTION
You are hereby directed to make herein described changes from the plans and specifications of the following described work not included in the plans and specficications.
DESCRIPTION OF WORK TO BE DONE :
Increased in 102(1) Unsuitable Excavation 19.8 cu.m.
quantity of the 104(1)a Embankment from Roadway Excavation (Common Soil)
following items: 105(1)a Subgrade Preparation 90 sqm
200(1) Aggregate Sub-base 25 cu.m.
311(1)c1 PCC Pavement(Unreinforced) .23 m Thk., 14 Days 90 sq.m
506(1) Stone Masonry 35.01 cu.m.
REASON FOR CHANGE :

The reason behind the increased in the quantities of items of work was due to existing site conditions. Savings from bid variance was used to cover the increase in amount incurred.
CHANGE REQUESTED BY :
(Work to be performed at agreed price)
ITEMIZED QUANTITIES AND COST OF REVISION IS SHOWN ON THE ATTACHED BILL OF QUANTITIES AND COST ESTIMATE
We the undersigned Contractors have given careful consideration to the change proposed and Difference in the Cost this Change : P 307,753.72
hereby agree. If this proposal is approved that we will provide all equipment, furnish all materials except Net Cost of Previous Change
as maybe otherwise be noted and perform all services necessary for work above specified and will Total Cost of Change 307,753.72
accept as full payment thereto the prices shown on the second page of the attached sheet. Original Contract Amount 9,642,246.28
DATE: Estimated Revised Contract 9,950,000.00
Percentage Chage in Original Contract Value(+) or (-) 3.19%

ABC 9,950,000.00
Concurred: PREPARED CHECKED: RECOMMENDING APPROVAL: APPROVED:
BY: E. GUADIZ CONSTRUCTION JAYLORD A. DE ASIS RAYNALDO T. ARUGAY MARIANO B. MALUPENG DANILO U. TABILAS
Contractor Project Engineer Chief Construction Section Asst. District Engineer District Engineer
NOTE: This variation Order is not effective until approved.
Tuguegarao City
EXTRA WORK ORDER # 01

TO: JOSEPH D. LARA
MANAGER
E. GUADIZ CONSTRUCTION
Sir:
Local Program-Local Roads and Bridges-Local Roads-Local Infrastructure Program -
Road Concreting Of Local Road, located at Brgy. Bacring Amulung, Cagayan. You are hereby
required to perform the following extra work.
Item No. DESCRIPTION Unit Quantity Unit Price Amount
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Total, P #NAME?
It is estimated that the work to be performed under this order will cost P1,435,277.62 as
shown in the attach estimates and in accordance with the approved plan.
Please indicate in your agreement to this EXTRA WORK ORDER by dating, signing and
returning same to this Office. Detach one (1) copy for your file.
PREPARED BY:
JAYLORD A. DE ASIS
Project Engineer
ACCEPTED : DATE __________________ SUBMITTED BY
E. GUADIZ CONSTRUCTION RAYNALDO T. ARUGAY

Contractor Chief Construction Section
By:
Approval Recommended: Approved:
MARIANO B. MALUPENG DANILO U. TABILAS

Asst. District Engineer District Engineer
DETAILED UNIT PRICE ANALYSIS
Project :
Concreting of Sitio Paraiso, Brgy. Carilucud FMR, Brgy. Carilucud, Solana, Cagayan
Location : Brgy. Bacring, Amulung, Cagayan
Item No. : 311(1)d1

Description : PORTLAND CEMENT CONCRETE PAVEMENT, .25m thk , 14 Days
Unit of Measurement: sq.m.

Production Output: 64.4 sq.m/hr
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Transit Mixer (5 - 6 cu.yd.) 175 HP 4 1.00 P 1,300.00 P 5,200.00

Concrete Vibrator 2 1.00 148.00 296.00
Batching Plant (30 cu.m.) 1 1.00 1,750.00 1,750.00
Payloader (1.50 cu.m.) 1 1.00 1,730.00 1,730.00
Concrete Screeder (5.5 Hp) 1 1.00 540.00 540.00
Water Truck/Pump (16000 L) 1 1.00 2,400.00 2,400.00
Concrete Saw,Blade Ø 14" (7.5 Hp) 1 1.00 165.00 165.00
Bar Cutter, Single Phase 1 0.10 210.00 21.00
Minor Tools (5% of Labor Cost) 36.05
A. SUB-TOTAL , EQUIPMENT P 12,138.05
B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Foreman 1 1.00 P 65.00 P 65.00

Skilled Labor 4 1.00 50.00 200.00
Unskilled Labor 12 1.00 38.00 456.00
B. SUB-TOTAL, LABOR P 721.00

C. TOTAL (A+B) P 12,859.05
D. Output per hour = 64.40 sq.m/hr
E. Direct Unit Cost (C/D) P 199.67
F. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)
Reinforcing Steel Bars 0.45 kg. P 40.00 P 18.00

Curing Compound 0.29 liter 60.00 17.40
Asphalt Sealant 0.15 liter 48.00 7.20
Steel Forms (Rental) 0.46 ln.m. 80.00 36.80
Fine Aggregates 0.1375 cu.m. 350.00 48.13
Coarse Aggregates 0.25 cu.m. 400.00 100.00
Portland Cement 2.38 bags 250.00 595.00
Concrete Saw Blade 0.00015 pc 7,500.00 1.13
Pipe Sleeve, 2" 0.0078 m 95.00 0.74
Grease Tar 0.0095 L 200.00 1.90
F. SUB-TOTAL, MATERIAL P 826.30

G Direct Unit Cost (E+F) P 1,025.97
H OCM 15% of G 153.90
I Contractor's Profit 10.0% of G 102.60
J VAT 5% of (G + H + I) 64.12
K TOTAL UNIT COST (G + H + I + J) 1,346.59
Project :
Item No. : 500(1)a1

Description : PIPE CULVERTS - 610 mm Ø, Class II RCPC
Unit of Measurement: ln.m.

Production Output: 1 ln.m./hr.
a. Backhoe (0.80 cu.m.) 1 0.22 P 1,833.00 P 403.26

b. Plate Compactor (5 hp) 1 0.22 123.00 27.06
A. SUB-TOTAL , EQUIPMENT P 444.27
a. Construction Foreman 1 0.44 P 65.00 P 28.60

b. Skilled Labor 2 0.44 50.00 44.00
c. Unskilled Laborer 4 0.44 38.00 66.88

C. TOTAL (A+B) P 583.75
D. Output per hour = 1.00 ln.m./hr.
a. Portland Cement 0.774 bags P 250.00 P 193.50

b. Sand 0.044 cu.m. 350.00 15.40
c. RC Pipes (610 mm. Ø) 1 pcs. 1,210.00 1,210.00
d. Sand Bedding (Selected Sandy Soil) 0.088 cu.m. 450.00 39.60
C. SUB-TOTAL, MATERIAL P 1,458.50
G Direct Unit Cost (E+F) P 2,042.25

H OCM 15% of G 306.34
I Contractor's Profit 10% of G 204.22
J VAT 5% of (G + H + I) 127.64
K TOTAL UNIT COST (G + H + I + J) 2,680.45
Project :
Item No. : 101(3)a3

Description : Removal of Actual Structure/ Obstruction,230mm thk PCCP (Unreinforced)
Unit of Measurement: ln.m.

Production Output: 40 sq.m./hr
a. Backhoe with pavement breaker (0.80 cu.m.) 1 1P 1,537.00 P 1,537.00

b. Payloader (1.5cu.m.) 1 1 1,017.90 1,017.90
c. Dump Truck (12 cu.yd) 0.5 1 1,420.00 710.00
A. SUB-TOTAL , EQUIPMENT P 3,279.00
a. Construction Foreman 1 1P 65.00 P 65.00

b. Unskilled Laborer 2 1 38.00 76.00

C. TOTAL (A+B) P 3,420.00
D. Output per hour = 40.00 sq.m./hr
C. SUB-TOTAL, MATERIAL P -
G Direct Unit Cost (E+F) P 85.50

H OCM 15% of G 12.83
I Contractor's Profit 10% of G 8.55
J VAT 5% of (G + H + I) 5.34
K TOTAL UNIT COST (G + H + I + J) 112.22
BOX CULVERT
BARS 6 Spacing No of vert bars Length Total Length Pcs 6.0m Factor
250 17 3.1 52.7 9 5.33
No of
Horizontal
BAR 1 Spacing bars Length Total Length Pcs 6.0m Factor
260 13 3.8 49.4 9 9.47
No of
Horizontal
200 17 1.8 30.6 6 5.33
No of
Horizontal
260 13 5.61 72.93 13 9.47
Length No of Stirrups Total Length Pcs 6.0m Factor Total
0.745 18 13.41 3 5.33 15.99
3.4 14 47.6 8 5.33 42.64
4 3.4 13.6 3 5.33
No of
horizontal
Bars Length Total Length Pcs 6.0m Factor
6 3.4 20.4 4 5.33
Length No of Stirrups Total Length Pcs 6.0m Factor Total
1.65 18 29.7 5 5.33 26.65
TOTAL RSB FOR SINGLE BARREL BOX CULVERT

TOTAL RSB FOR SINGLE BARREL BOX CULVERT (2 Lines)
WINGWALL
No of
Horizontal
Depth Spacing Bars Length Total Length Factor
3200 300 12 3.4 40.8 5.33
No of Vertical
Length Spacing Bars Height Total Length Factor
3400 150 24 4.2 100.8 5.33
Total
kilograms
47.97 191.88
Total
kilograms
85.23 170.46
Total
kilograms
31.98 63.96
Total
kilograms
123.11 246.22
31.98
85.28
15.99 31.98
Total
kilograms
21.32 42.64
53.3
917.7
1835.4
Total Weight
217.464 652.392
Total Weight
537.264 1611.792
4099.58

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Name of Project: Construction of 1-CL School Building 7.0M x 9.

0M & Repair of 1-CL

UNIT PRICE ANALYSIS

A.) MATERIALS: COST/UNIT UNIT QUANTITY UNIT RATE TOTAL COST

Window jambs sq.m. 12.48 1,200.00 14,976.00

E. ADD: INDIRECT COST

TOTAL COST(D+E) 16,745.04

UNIT COST 16,745.04

UNIT PRICE ANALYSIS

A.) MATERIALS: COST/UNIT UNIT QUANTITY UNIT RATE TOTAL COST

Removal and Disposal of Existing

Jack Hammer Operator 1 45.33 66.18 3,000.00

Jack Hammer 45.33 74.57 3,380.50

E. ADD: INDIRECT COST

TOTAL COST(D+E) 13,500.00

UNIT COST 13,500.00

A.) MATERIALS: COST/UNIT UNIT QUANTITY UNIT RATE TOTAL COST

Removal of 2 Big Tress(30" Dia) 2.00

Skilled 2 36.54 47.89 3,500.00

E. ADD: INDIRECT COST

TOTAL COST(D+E) 10,341.57

UNIT COST 10,341.57

Name of Project: Construction of Water and Sanitation Facilities( 2 Units-Type III)

A.) MATERIALS: COST/UNIT UNIT QUANTITY UNIT RATE TOTAL COST

12mm dia x 6.0m kgs. 74.62 45 3,357.90

STEELMAN 2 6.36 47.89 609.55

E. ADD: INDIRECT COST

TOTAL COST(D+E) 6,713.43

UNIT COST 75.08

IV. Doors & Windows: Est. Qty. = 46.56 sq.m.

Computation of Quantities Involved

Note: Adopt and use Windows only

V. Electrical Works : Est. Qty. = All

II. Concrete Works Est. Qty. = 53.07 cu.m.

b) Footing Tie Beam

d) Second Floor Beams

e) Second Floor Girders

f) Second Floor Slab

g) Ground Floor Slab 2.61 cu.m.

Volume= 53.07 cu.m.

PREPARED BY: NOTED BY:

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

Republic of the Philippines

PREPARED BY: NOTED BY: Actual 12.39%

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

PREPARED BY: NOTED BY:

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

Republic of the Philippines

PREPARED BY: NOTED BY: Actual 22.77%

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

PREPARED BY: NOTED BY:

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

Republic of the Philippines

PREPARED BY: NOTED BY: Actual 39.60%

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

PREPARED BY: NOTED BY:

JAYLORD A. DE ASIS RAYNALDO T. ARUGAY

Republic of the Philippines

PREPARED BY: NOTED BY: Actual 57.82%