STATEMENT OF WORK ACCOMPLISHED
for the period of May 15, 2023
Contract ID : 22EH015-R1
Contract
: Construction/Maintenance of Flood Mitigation Structures and Drainage Systems - Construction of Batiano Boulevard Flood Mitigating Structure
Name
Location : Odiongan, Romblon
Contractor : ROLCO CONSTRUCTION AND DEVELOPMENT CORPORATION
Page ____ of ____
ORIGINAL CONTRACT REVISED CONTRACT QUANTITY ACCOMPLISHMENT AMOUNT ACCOMPLISHMENT
RELATIVE RELATIVE PERCENT
ITEM ACTIVITIES UNIT
WEIGHT WEIGHT AGE
QUANTITY UNIT COST AMOUNT QUANTITY UNIT COST AMOUNT Previous This Period To Date Balance Previous This Period To Date Balance
PART A - FACILITIES FOR THE ENGINEER
Provision of Combined Field Office
A1.1(6) Laboratory and Living Quarters Building mos. 10.13 16,567.75 167,831.30 0.18% 10.13 16,567.75 167,831.30 0.18% 5.97 2.33 8.30 1.83 98,909.46 38,602.86 137,512.32 30,318.98 0.14%
for the Engineer (Rental Basis)
Provision of 4X2 Pick up Type Service
A.1.2(4) Vehicle for the Engineers on Bare Rental mos. 10.13 39,885.30 404,038.08 0.43% 10.13 39,885.30 404,038.08 0.43% 0.30 0.20 0.50 9.63 11,965.59 7,977.06 19,942.65 384,095.43 0.02%
Basis
PART B - OTHER GENERAL REQUIREMENTS - - - - 0.00%
B.4(1) Construction Survey and Staking km. 0.41 56,683.00 23,240.03 0.02% 0.41 56,683.00 23,240.03 0.02% 0.410 0.41 - 23,240.03 - 23,240.03 - 0.02%
B.5 Project Billboard/Sign Board each 1.00 5,383.00 5,383.00 0.01% 1.00 5,383.00 5,383.00 0.01% 1.00 1.00 - 5,383.00 - 5,383.00 - 0.01%
B.7(1) Occupational Safety and Health Program l.s. 1.00 697,398.00 697,398.00 0.74% 1.00 697,398.00 697,398.00 0.74% 0.30 0.20 0.50 0.50 209,219.40 139,479.60 348,699.00 348,699.00 0.36%
B.9 Mobilization and Demobilization l.s. 1.00 79,040.00 79,040.00 0.08% 1.00 79,040.00 79,040.00 0.08% 0.50 0.50 0.50 39,520.00 - 39,520.00 39,520.00 0.04%
PART C - EARTHWORKS - - - - 0.00%
103(3) Foundation Fill cu.m. 3.60 1,556.80 5,604.48 0.01% 3.60 1,556.80 5,604.48 0.01% 3.60 3.60 - - 5,604.48 5,604.48 - 0.01%
104(2)a Embankment from Borrow cu.m. 3,124.33 1,624.80 5,076,411.38 5.40% 2,739.65 1,624.80 4,451,383.32 4.74% 1,583.55 928.38 2,511.93 227.72 2,572,952.04 1,508,431.82 4,081,383.86 369,999.46 4.23%
PART D - SUBBASE AND BASE COURSE - - - - - 0.00%
200(1) Aggregate Subbase Course cu.m. 581.03 1,504.10 873,927.22 0.93% 598.43 1,504.10 900,098.56 0.96% - 598.43 - - - 900,098.56 0.00%
PART E - SURFACE COURSE - - - - 0.00%
Portland Cement Concrete Pavement
311(1)c1
(Unreinforced), 0.23m THK.
sq.m. 2,452.69 1,760.10 4,316,979.66 4.59% 2,504.45 1,760.10 4,408,082.43 4.69% 2,504.45 - - - 4,408,082.43 0.00%
PART F - BRIDGE CONSTRUCTION - - - - 0.00%
404(1)a Reinforcing Steel Grade 40 kg 44,053.16 74.10 3,264,339.15 3.47% 36,197.14 74.10 2,682,208.07 2.85% 5,424.88 30,370.33 35,795.21 401.93 401,983.61 2,250,441.45 2,652,425.06 29,783.01 2.75%
404(1)b Reinforcing Steel Grade 60 kg 4,131.16 76.60 316,446.85 0.34% 5,139.26 76.60 393,667.31 0.42% 2,254.34 2,884.92 5,139.26 - 172,682.44 220,984.87 393,667.31 - 0.41%
405(1)a2 Structural Concrete Class A (20.68MPa) cu.m. 769.53 11,030.50 8,488,300.66 9.03% 845.52 11,030.50 9,326,508.35 9.92% 206.79 564.11 770.90 74.62 2,280,997.09 6,222,415.36 8,503,412.45 823,095.90 8.81%
407(8) Lean Concrete cu.m. 31.86 7,434.75 236,871.13 0.25% 33.41 7,434.75 248,394.99 0.26% 16.50 18.11 34.61 - 1.20 122,673.36 134,643.32 257,316.68 - 8,921.69 0.27%
PART G - DRAINAGE AND SLOPE PROTECTION STRUCTURES - - - - 0.00%
500(1)c Pipe Culverts, 910mm dia. (36" Ø) m 0.00 0.00% 15.00 7,273.31 109,099.65 0.12% - 15.00 - - - 109,099.65 0.00%
505(2)a Grouted Riprap (Class A) cu.m. 316.89 3,382.30 1,071,817.04 1.14% 320.20 3,382.30 1,083,012.45 1.15% 133.42 59.39 192.81 127.39 451,266.46 200,874.80 652,141.26 430,871.19 0.68%
508(1) Hand-Laid Rock Embankment cu.m. 4,759.21 1,311.90 6,243,607.59 6.64% 4,410.22 1,311.90 5,785,767.61 6.16% 2,283.30 1,967.43 4,250.73 159.49 2,995,461.27 2,581,071.41 5,576,532.68 209,234.93 5.78%
509(1)b1 Steel Sheet Pile (Slope Protection) m. 9,104.00 6,795.00 61,861,680.00 65.81% 9,544.00 6,795.00 ############ 68.99% 5,800.00 3,744.00 9,544.00 - 39,411,000.00 25,440,480.00 64,851,480.00 - 67.21%
PART H - MISCELLANEOUS STRUCTURES - - - - 0.00%
600(7) Concrete Curb and Gutter Precast pc 425.00 2,030.15 862,813.75 0.92% 425.00 2,030.15 862,813.75 0.92% - 425.00 - - - 862,813.75 0.00%
Total: 93,995,729.32 100.00% Total: ############ Amount Due 48,797,253.75 38,751,007.03
Cost to date 87,548,260.78 8,936,790.60
Percentage 90.74%
Prepared by: Verified by: Checked and Reviewed by:
MICHAEL JORGE A. BERNALES DANTE F. FETALVERO ELMER M. TOLENTINO
Resident Engineer DPWH, Project Engineer III Chief, Construction Section
Date: ____________________________ Date: ____________________________ Date: ____________________________
