STATEMENT OF WORK ACCOMPLISHED
for the period of March 26, 2022 to June 30, 2022
Contract ID: 21GG0074
Contract Name : Asphalt Overlay of Janiuay - Badiangan - Tina Road, K0034+792 - K0037+627;
K0038+501 - K0039+000; K0039+304 - K0042+1000, Iloilo
Location : Janiuay and Badiangan, Iloilo
Contractor : IBC International Builders Corporation
Page 1 of 1
REVISED CONTRACT
ORIGINAL CONTRACT RELATIVE QUANTITY ACCOMPLISHMENT AMOUNT ACCOMPLISHMENT
Item No. Item Description Unit (As per latest V.O.) Percentage
WEIGHT
Quantity Unit Cost Amount Quantity Unit Cost Amount Previous This Period To Date Balance Previous This Period To Date Balance
A.1.1(8) Provision of Field Office for the Engineer (Rental Basis) mos. 3.83 10,048.58 38,486.06 3.83 10,048.58 38,486.06 0.06% 3.83 3.83 - - 38,486.06 38,486.06 - 0.06%
B.5 Project Billboard/Signboard each 2.00 5,590.98 11,181.96 2.00 5,590.98 11,181.96 0.02% 2.00 - 2.00 - 11,181.96 - 11,181.96 - 0.02%
B.7 (1) Occupational safety and Health Program mos. 3.83 8,511.61 32,599.47 3.83 8,511.61 32,599.47 0.05% 3.83 3.83 - - 32,599.47 32,599.47 - 0.05%
B.8 Traffic Management l.s. 1.00 31,226.08 31,226.08 1.00 31,226.08 31,226.08 0.05% 0.50 0.50 1.00 - 15,613.04 15,613.04 31,226.08 - 0.05%
B.9 Mobilization/Demobilization l.s. 1.00 134,852.58 134,852.58 1.00 134,852.58 134,852.58 0.22% 0.50 0.50 1.00 - 67,426.29 67,426.29 134,852.58 - 0.22%
302(1)a Bituminous Tack Coat - RC - Cut-back Asphalt (Grade 70) m2 48,575.00 53.63 2,605,077.25 53.63 - 0.00% - - - - - - -
310(1)c Bituminous Concrete Surface Wearing Course, Hot Laid (50mm) m2 48,575.00 948.36 46,066,587.00 46,573.92 948.36 44,168,842.77 71.79% 45,069.38 1,504.54 46,573.92 - 42,741,997.22 1,426,845.55 44,168,842.77 - 71.79%
1704(1)a Embankment (from Roadway/Structure Excavation) m3 100.00 221.00 22,100.00 91.00 221.00 20,111.00 0.03% 91.00 91.00 - - 20,111.00 20,111.00 - 0.03%
1712(2) Concrete (Slope Protection) 3
m in place 169.00 8,310.04 1,404,396.76 156.00 8,310.04 1,296,366.24 2.11% 88.02 67.98 156.00 - 731,449.72 564,916.52 1,296,366.24 - 2.11%
1714(1)a3 Gabions (1mx1mx2m, Metallic Coated) m3 600.00 2,557.62 1,534,572.00 2,557.62 - 0.00% - - - - - - -
1717(2)a1 Sheet Piles, Steel (Slope Protection) m. 1,500.00 3,013.64 4,520,460.00 1,338.00 3,013.64 4,032,250.32 6.55% 1,338.00 - 1,338.00 - 4,032,250.32 - 4,032,250.32 - 6.55%
612(1) Reflectorized Thermoplastic Pavement Markings (White) m2 2,182.00 1,094.62 2,388,460.84 1,790.74 1,094.62 1,960,179.82 3.19% 1,401.54 389.20 1,790.74 - 1,534,153.71 426,026.11 1,960,179.82 - 3.19%
EXTRA WORKS NO. 1 - - - -
Removal of Actual Structures and Obstruction, PCCP (Unreinforced)
101(3)a6 m2 - 1,624.28 189.40 307,638.63 0.50% 1,492.43 131.85 1,624.28 - 282,666.24 24,972.39 307,638.63 - 0.50%
0.30m thick
103(6)a Pipe Culverts and Drain Excavation m3 - 168.00 190.47 31,998.96 0.05% 168.00 - 168.00 - 31,998.96 - 31,998.96 - 0.05%
105(1)a Subgrade Preparation, Common Material m2 - 1,624.28 20.33 33,021.61 0.05% 1,593.68 30.60 1,624.28 - 32,399.51 622.10 33,021.61 - 0.05%
200(1) Aggregate Subbase Course m3 - 380.00 989.83 376,135.40 0.61% 327.38 52.62 380.00 - 324,050.55 52,084.85 376,135.40 - 0.61%
302(2) Bituminous Tack Coat (Emulsified Asphalt) m2 - 46,573.92 49.65 2,312,395.13 3.76% 45,069.38 1,504.54 46,573.92 - 2,237,694.71 74,700.42 2,312,395.13 - 3.76%
Portland Cement Concrete Pavement (Unreinforced), 0.30m thick 14
311(1)f1 m2 - 1,624.28 1,856.14 3,014,891.08 4.90% 1,593.68 30.60 1,624.28 - 2,958,093.20 56,797.88 3,014,891.08 - 4.90%
days
500(1)b3 Pipe Culverts (910mm dia., Class IV RCPC) l.m. - 15.00 7,044.19 105,662.85 0.17% 14.00 1.00 15.00 - 98,618.66 7,044.19 105,662.85 - 0.17%
502(3)a3 Catch Basins (910mm dia.) each - 1.00 15,785.99 15,785.99 0.03% 1.00 - 1.00 - 15,785.99 - 15,785.99 - 0.03%
1700(1) Clearing and Grubbing l.s. - 1.00 8,569.33 8,569.33 0.01% 1.00 - 1.00 - 8,569.33 - 8,569.33 - 0.01%
1704(1)b Embankment (from Borrow) m3 - 676.00 513.99 347,457.24 0.56% 332.00 344.00 676.00 - 170,644.68 176,812.56 347,457.24 - 0.56%
EXTRA WORKS NO. 2 - - - -
500(3)b1 Line Canal l.m. - 770.00 3,133.66 2,412,918.20 3.92% 770.00 770.00 - - 2,412,918.20 2,412,918.20 - 3.92%
500(1)b1 Pipe Culverts (610mm dia., Class IV RCPC) l.m. - 5.00 4,167.59 20,837.95 0.03% 5.00 5.00 - - 20,837.95 20,837.95 - 0.03%
505(2)a Grouted Riprap "A" m3 - 82.00 3,902.64 320,016.48 0.52% 82.00 82.00 - - 320,016.48 320,016.48 - 0.52%
603(3)a1 Metal Guardrails (Metal Beam) including (W-Beam) l.m. - 163.83 3,019.75 494,725.64 0.80% 163.83 163.83 - - 494,725.64 494,725.64 - 0.80%
TOTAL 58,790,000.00 61,528,150.79 100.00% 55,294,594.09 6,233,556.70 61,528,150.79 - 100.00%
Prepared by: Verified by: Checked and Reviewed by: Recommending Approval : APPROVED FOR PAYMENT
HELEN EDITH LEE TAN MARY ANNE A. BUSTILLO RAMON Q. CHAVES EDNA MAY D. CAÑETE SANNY BOY O. OROPEL, CES E
President Project Engineer Chief-Construction Section Asst. District Engineer District Engineer
IBC International Builders Corporation DPWH DPWH Date:_______________________
PIF-06-BIL-02B Rev 00
