STATEMENT OF WORK ACCOMPLISHED

for the period of June 21, 2025 to July 24, 2025

Contract ID: 25EH0055
Contract Name : CONSTRUCTION OF FLOOD CONTROL STRUCTURE, TABOBO-AN RIVER, ODIONGAN, ROMBLON
Location : ODIONGAN, ROMBLON
Contractor : SUNWEST, INC.
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ORIGINAL CONTRACT RELATIVE QUANTITY ACCOMPLISHMENT AMOUNT ACCOMPLISHMENT

Item No. Item Description Unit Percentage
WEIGHT
Quantity Unit Cost Amount Previous This Period To Date Balance Previous This Period To Date Balance
Provision of Combined Field Office, Laboratory & Living Quarters 12.03 16,675.00 200,600.25
A.1.1(6) month 2.37 1.13 3.50 8.53
Building for the Engineer (Rental Basis) 0.14% 39,519.75 18,842.75 58,362.50 181,757.50 0.04%
Provision of 4x2 Pick-Up Type Service Vehicle for the Engineers vehicle- 12.03 40,142.00 482,908.26
A.1.2(4) 2.37 1.13 3.50 8.53
on Bare Rental Basis month 0.34% 95,136.54 45,360.46 140,497.00 437,547.80 0.10%
B.4(1) Construction Survey and Staking km 0.30 111,132.00 33,339.60 0.30 0.30 -
0.02% 33,339.60 - 33,339.60 33,339.60 0.02%
B.5(1) 3.00 9,030.00 27,090.00 3.00 3.00 -
Project Billboard/Signboard each 0.02% 27,090.00 - 27,090.00 27,090.00 0.02%
1.00 563,100.00 563,100.00 0.20 0.20 0.40 0.60
B.7(1) Occupational Safety and Health l.s. 0.40% 112,620.00 112,620.00 225,240.00 450,480.00 0.16%
1.00 859,905.00 859,905.00 0.50 0.50 0.50
B.9(1) Mobilization/Demobilization l.s. 0.61% 429,952.50 - 429,952.50 859,905.00 0.30%
1,637.50 7,009.60 11,478,220.00 346.78 736.80 1,083.58 553.92
804(5) Boulder Fill cu.m. 8.09% 2,430,789.08 5,164,673.28 7,595,462.36 6,313,546.72 5.35%
193.27 18,013.80 3,481,527.12 180.00 7.56 187.56 5.71
900(1)i Structural Concrete 20.68 mPa Class "A" cu.m. 2.45% 3,242,484.00 136,184.32 3,378,668.32 3,345,342.80 2.38%
3,471.11 115.70 401,607.42 1,391.20 345.78 1,736.98 1,734.13
902(1)a1 Reinforcing Steel (Deformed) Grade 40 kg 0.28% 160,961.84 40,006.74 200,968.58 361,600.68 0.14%
4,243.46 125.90 534,251.61 4,243.46 4,243.46 -
902(1)a2 Reinforcing Steel (Deformed) Grade 60 kg 0.38% 534,251.61 - 534,251.61 534,251.61 0.38%
1,835.89 328.30 602,722.68 1,603.44 1,603.44 232.45
1701(1) Unsuitable Exccavation cu.m. 0.42% 526,409.35 - 526,409.35 602,722.68 0.37%
7,817.88 2,504.15 19,577,144.20 2,236.38 3,133.24 5,369.62 2,448.26
1704(1)b Embankment from Borrow cu.m. 13.80% 5,600,230.97 7,846,102.94 13,446,333.92 11,731,041.26 9.48%
910.08 18,396.60 16,742,377.72 86.07 413.43 499.50 410.58
1712(1) Concrete Slope Protection cu.m. 11.80% 1,583,395.36 7,605,706.33 9,189,101.70 9,136,671.39 6.48%
681.48 11,724.80 7,990,216.70 - 681.48
1713(1) Rubble Concrete cu.m. 5.63% - - - 7,990,216.70 0.00%
Sheet Piles, Steel (Slope Protection) m 6,750.00 11,686.00 78,880,500.00 6,750.00 6,750.00 -
1717)2)a1 55.61% 78,880,500.00 - 78,880,500.00 78,880,500.00 55.61%
141,855,510.56 100.00% 93,696,680.60 20,969,496.82 114,666,177.44 120,886,013.74 80.83%

Prepared by: Verified by: Checked and Reviewed by: Recommending Approval : APPROVED FOR PAYMENT

ADERMA ANGELIE D. ALCAZAR CELESTIAL G. ALAG ELMER M. TOLENTINO BOY ALEXIS E. MINANO ELENA M. CASTILAN
Contractor DPWH, Project Engineer Chief, Construction Section Assistant District Engineer District Engineer
Date:_______________________

PIF-06-BIL-02A Rev 00