PHILIPPINE RURAL DEVELOPMENT PROJECT
CONSTRUCTION OF PROCESSING CENTER AND STORAGE FACILITIES WITH SOLAR DRYER
Brgy. Ablang
Location:
Sapang, Moncada, Tarlac
MINIMUM MATERIALS TESTING REQUIREMENT
Original POW Estimated Test Min. No. of Sample Test Total Test Test Amount of
Item No. Description Unit REMARKS
Quantity Direct Cost (P) Required Test Req'd. Requirements Required Unit Cost Test
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)
= (4)/(8) x (7) = (9) x (10)
200 Agg. Sub - base Course cu.m. 863.00 G 1
for every 300 cu m.
P 1
C 1 1 -
for every 1500 cu m.
Q1 1
CBR 1 for every 2500 cum 1 -
FDT 3 for every 500 sq.m. 33 - 3-FDT @ every 150mm/layer of subbase coarse
311 Portland Cement Con cu.m.
a.)Cement bags PEC 1 for every delivery -
Project Engineer Certificate or Mill Certificate
MC
apply Qc if source is questionable or per
Qc 1 for every 2000 bags
concrete trial mix result
b.) Fine Aggregates Q4 1 for every 1500 cu m. apply Q3 test, if source not yet tested
Additional test (G) if delivered materials are
G 1 for every 75 cu m.
inconsistent
c.) Coarse Aggregates Q6 1 for every 1500 cu m. apply Q5 test, if source not yet tested
Additional test (G) if delivered materials are
G 1 for every 75 cu m.
inconsistent
d.) Water PEC 1 for the whole work Inspection Report or Qw if source is questionable
Qw 1 for the whole work
e.)Joint Filler PEC -
1 for every Inspection Report or Mill Test Certificate
MC
f.)Steel Bars Q7 1 for every 10000 kg - Dowels
MC for every delivery
3 beam or cylinder samples per set for 75 cu.m
g.)Concrete Ft or Ct 3 for every 75 cu.m
or batch day
St 1 for every batch/day Per batch if consistency is questionable
h.) Concrete Pavemen sq.m Tc 5 per km/lane core drilling and compression test
403 Metal Structure Kgs 19,261.88 3 for every 10000 kgs 3
Angle Bars
Plain Round Bar
C- Purlins
Sag Rod
Gusset Plate
Steel Plate
704 Masonry Works sq.m. 118.76
CHB QC 1 for every 10000 pcs 1
Portland Cement Qc 1 for every 2000 bags 1 apply Qc if source is questionable
MC 1 for every delivery 1
Washed Sand Q4 1 for every 1500 cu m. 1 apply Q3 test, if source not yet tested
G 1 for every 75 cu m. 1 Additional test (G) if delivered materials are inconsistent
Steel Bars Q7 1 for every 10000 kg. 1 1 meter/sample per size
MC 1 for every delivery 1 Mill Test Certficate
803 Structure Excavation cu.m. 74.00 1.00 G 1 1 -
1.00 P 1 for every 1500 cu m. 1 - if materials are to be incorporated in the work
1.00 C 1 1 -
804 Embankment cu.m. 2,852.00 2.00 G 1 2
2.00 P 1 for every 1500 cu m. 2 -
2.00 C 1 2 -
6.00 FDT 3 for every 500 sq.m. 86 - Layer placed not exceeding 200mm in loose measurement
900 Reinforced Concrete cu.m.
a.)Cement bags PEC 1 for every delivery -
Project Engineer Certificate or Mill Certificate
MC
Qc 1 for every 2000 bags 3 apply Qc if source is questionable or per concrete trial mix result
Ct 1 for every 75 cu.m.
Original POW Estimated Test Min. No. of Sample Test Total Test Test Amount of
Item No. Description Unit REMARKS
Quantity Direct Cost (P) Required Test Req'd. Requirements Required Unit Cost Test
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)
= (4)/(8) x (7) = (9) x (10)
b.) Fine Aggregates cu.m. 73.00 1.00 Q4 1 for every 1500 cu m. 1 apply Q3 test, if source not yet tested
6.00 G 1 for every 75 cu m. Additional test (G) if delivered materials are inconsistent
c.) Coarse Aggregates cu.m 145.00 1.00 Q6 1 for every 1500 cu m. apply Q5 test, if source not yet tested
11.00 G 1 for every 75 cu m. Additional test (G) if delivered materials are inconsistent
d.) Water 1.00 PEC 1 for the whole work Inspection Report or Qw if source is questionable
1.00 Qw 1 for the whole work
e.)Joint Filler 1.00 PEC -
1 for every Inspection Report or Mill Test Certificate
1.00 MC
f.)Steel Bars kgs 7,510.00 3.00 Q7 1 for every 10000 kg 4 - Dowels
1.00 MC for every delivery
TOTAL COST
The number of tests indicated here in were based on the minimum test requirements from one source. In the event that the materials were taken from various sources, each material should be tested separately a number
of test should be on the same basis as the minimum requirements.
Submitted by: Reviewed By: Recommending Approval Approved By: cc: PSO/NPCO
__________________________________ MANUEL C. BACANI KRISHNA V. BUENAVENTURA VICTOR A. YAP
PROJECT MANAGER (CONTRACTOR) Component Head PPMIU Head Governor
LEGEND
IR - Inspection Report Q1 - Quality Test (Grading, Plasticity and Abrasion)
PEC - Project Engineer Certificate Q2 - Quality Test (Grading, Plasticity, Abrasion, Stripping and Bulk Specific Gravity)
G - Grading Q3 - Quality Test (Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, Mortar Strength, Soundness, Organic Impurities,
P - Plasticity Test Unit Weight, % Clay Lumps and Shale)
C - Laboratory Compaction Test Q4 - Quality Test (Grading Elutriation (Wash), Bulk Specific Gravity, Absorption and Mortar Strength)
FDT - Field Density Test Q5 - Quality Test (Grading, Bulk Specific Gravity, Absorption, Abrasion, Soundness and Unit Weight)
CBR - California Bearing Ratio Q6 - Quality Test (Grading, Bulk Specific Gravity, Absorption and Abrasion)
F - Fractured Face Q7 - Quality Test (Bending, Tension and Chemical Analysis) for Steel Bar
E - Extraction Qw - Physical Test for Water
R - Retained Stability Index Qp - Quality Test for Paint
Sty - Stability Ql - Quality Test for Hydrated Lime
Ft - Flexural Strength Test for Concrete Beam Sample Qs - Quality Test for Asphalt (Bituminous) Materials
Ct - Compressive Strength Test on Concrete Cylinder Sample Qc - Quality Test for Cement (Chemical or Physical)
St - Slump Test Qm - Quality Test for other Materials (Bearing Pad, Premolded Filler, Joint Filler, etc.)
Ta - Thickness Determination (Core Drilling and Compression Test) for Asphalt MC - Mill Test Certificate
Tc - Thickness Determination (Core Drilling and Compression Test) for PCC Pavement
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