[ DPWH DEPARTMENT ORDER NO. 126, May 23, 1991 ]
REVISED SCHEDULE OF FEES AND CHARGES FOR LABORATORY TESTING OF CONSTRUCTION MATERIALS
By virtue of Memorandum Circular No. 121 dated 2 November 1990, directing all Departments, Bureaus, Commissions, Agencies, Offices, and Instrumentalities of the National Government including Government-Owned or Controlled Corporations, to revise their fees and charges at just and reasonable rates, sufficient to cover administrative costs, it is hereby directed that the following revised schedule of fees and charges for testing of construction materials and other services be effected immediately.
Adopted: 23 May 1991
DPWH RATES OF FEES AND CHARGES Kind of Test/Service of DPWH Existing Rates Proposed New RatesI. Soil 1. Grading 27.50 45.002. Liquid Limit 27.50 45.003. Plastic Limit 22.00 45.004. Shrinkage Limit 33.00 60.005. Moisture Content 16.50 20.006. Compaction (Proctor) 110.00 220.007. Compaction (Modified) 187.00 250.008. Field Density 77.00 150.009. California Bearing Ratio (CBR) 550.00 550.0010. Penetration (CBR), per molded specimen 16.50 33.0011. Swell (CBR), per molded specimen
16.50 33.0012. Specific Gravity 38.50 50.0013. Unit Weight Disturbed Samples 22.00 27.50Undisturbed Samples 30.00 30.0014. Combined Sieve and Hydrometer 176.00 240.0015. Consolidation 525.00 525.0016. Consolidation of wet and dry specimen under a 10 psi unit load
(correction factor for K value) 187.00 610.0017. Direct Shear 330.00 985.0018. Direct Shear one Loading 110.00 500.0019. Triaxial Compression 412.00 1478.0020. Triaxial Compression one Loading 165.00 985.0021. Unconfined Compression per test
110.00 170.0022. Compression including molding (Soil-Stabilization) per molded specimen 38.50 77.0023. Absorption (Soil-Stabilization) per molded specimen 38.50 77.0024. Wash Loss 22.00 44.00II. Aggregates and Soil Aggregates
(For sub-base, base and surface course)1. Grading 27.50 45.002. Material Finer than No. 200 Sieve 22.00 40.003. Combined Sieve and Hydrometer 176.00 240.004. Crushing 38.50 7 7.005. Unit Weight, Loose and Rodded 22.00 44.006. Liquid Limit 27.50 45.007. Plastic Limit 22.00 44.008. Specific Gravity and Absorption 55.00 75.009. Absorption 22.00 44.0010. Specific Gravity 38.50 50.0011. Moisture Content 16.50 20.0012. Abrasion 110.00 150.0013. California Bearing Ratio (Complete) 550.00 550.0014. Stripping 66.00 132.0015. Trial Mix with asphalt, complete with Laboratory Compacted Density, Absorption, Swell and Stability characteristics: a) First Trial 308.00 192.00b) Each extra trial 616.00 385.0016. Swell characteristics with bituminous materials 66.00 132.0017. % Fractured Face 22.00 44.0018. Soundness 93.50 187.0019. Organic Impurities 49.50 75.0020. Trial Mix (Concrete Design) given cement factor 220.00 440.0021. Trial Mix (Concrete Design) given strength: a) First Trial 308.00 192.50b) Each extra trial 500.00 385.0022. Air Content of Fresh Mixed Concrete 33.00 66.0023. Mortar Strength, 7 days 44.00 75.0024. Trial Mix with asphalt for Marshall Stability, per asphalt content 110.00 220.0025. Particles with specific gravity less than 2.00 33.00 66.0026. Clay Lumps in Aggregates 22.00 40.00III. Hydraulic Cement 1. Fineness by #200 Sieve 18.70 37.402. Specific Gravity 27.50 50.003. Normal Consistency 18.70 35.004. Time of Setting by Gilmore Needles 27.50 27.505. Soundness by Pat Test 22.00 30.006. Soundness by Autoclave Expansion 55.00 110.007. Compressive Strength: 1 day 38.50 50.00Compressive Strength: 3 days 38.50 50.00Compressive Strength: 28 days 38.50 50.008. Air Content 38.50 50.009. Loss on Ignition 27.50 55.0010. Insoluble Residue 55.00 75.0011. Sulfur Trioxide (Cement) 55.00 75.0012. Magnesium Oxide 55.00 75.0013. Silicon Dioxide 55.00 75.0014. Aluminum Oxide 55.00 75.0015. Ferric Oxide 55.00 75.0016. Calcium Oxide 55.00 75.00IV. Bituminous Materials 1. Penetration 27.50 50.002. Ductility 55.00 110.003. Softening Point 38.50 77.004. Float Test 38.50 77.005. Viscosity 38.50 77.006. Distillation: a) Emulsified Asphalt 77.00 99.00b) Cut-back, tar and petroleum products 154.00 180.007. Specific Gravity 16.50 33.008. Loss on Heating 27.50 55.009. % Bitumen: a) Solubility in Carbon Disulfied 38.50 77.00b) Solubility in Carbon Tetrachloride 38.00 77.0010. Spot Test 55.00 80.0011. Flash and Fire Point 27.50 55.0012. Cement Mixing 27.50 55.0013. Sieve Test 22.00 44.0014. Modified Miscibility 55.00 110.00V. Bituminous Mixtures (Including Rock Asphalt) 1. Extraction 55.00 100.002. Swell and Stability
Characteristic with Laboratory
Compacted Density and Absorption 187.00 374.003. Density of % Voids of Compacted Mixtures 33.00 50.004. Marshall Stability 93.50 100.005. Field Density 55.00 100.00VI. Miscellaneous Materials (Chemical) 1. Lime, Limestone, Clay, Shakes and Slags
a) Chemical Analysis, per constituent 55.00 75.00b) Loss on Ignition 33.00 66.00c) Moisture Content 27.50 55.00d) Residue 16.50 33.002. Premolded Expansion Joint Filler a) Absorption 27.50 55.00b) Compression and Recovery 55.00 110.003. Paint and Paint Materials: a) Paint composition of ready mixed paint 187.00 374.00b) Pigment composition of each constituent 55.00 110.00c) Analysis of varnish 275.00 550.00d) Analysis of Aluminum Pigment 187.00 374.00e) Analysis of Linseed Oil 291.50 583.00f) Analysis of Reflectorized(Beaded) Traffic Paints Type I (White) 550.00 1100.00(Yellow) 605.00 1210.004. Water a) Suitability for Concreting 275.00 550.00b) Special Determination per constituent 55.00 110.005. Galvanized Iron and Steel Sheets a) Zinc Coating: 1. For the first sample 38.50 77.002. For each additional sample 22.00 44.00b) Gauge Determination 16.50 33.00c) Bend and Flaking Test 16.50 33.00VII. Concrete and Cement Products 1. Molded concrete samples: a) Compressive strength of concrete cubes 6" x 6" 22.00 35.00b) Compressive strength of concrete cylinders 1. 6' x 12" 16.50 33.002. 8' x 16" 22.00 44.00c) Flexural strength of concrete beams, 6" x 6" in cross-section 27.50 55.002. Cutting of concrete samples to standard sized for strength determination 77.00 154.003. Pipes and rain tiles: a) Water absorption 27.50 55.00b) Water absorption with coefficient of saturation 38.50 77.00c) Dimension measurement 16.50 33.00d) Reinforcement measurement 16.50e) Strength: 1. Non-reinforced: a) 10" normal size and under 38.50 77.00b) Over 10" to 18" nominal size 55.00 110.002. Reinforced: a) 24" nominal size and under 77.00 154.00b) Over 24" to 30" nominal size 99.00 198.00c)Over 30" to 42" nominal size 121.00 242.00d) Over 42" to 60" nominal size 143.00 286.004. Masonry building units and paving blocks: a) Complete tests for 10-units sample of concrete and clay hollow blocks 275.00 500.00b) Compressive strength 27.50 45.00c) Moisture content 22.00 44.00d) Water absorption and moisture content 27.50 55.00e) Water absorption and coefficient saturation 38.50 77.00f) Dimension measurement 16.50 33.00g) Flexural strength 27.50 55.005. Flooring materials: a) Flexural Strength: 1. Cement tiles 2 cm x 20 cm x 20 cm nominal size and under per 5-unit sample 49.50 99.002. Slabs 4 cm x 50 cm x 50 cm maximum nominal size per unit 27.50 55.006. Asbestos Cement Sheets: a) Flexural strength: 1. Flat sheets, per 3 standard test specimen or less 44.00 88.002. For each additional standard test specimen 16.50 33.003. Corrugated sheets per 3 standard test specimens or less 55.00 110.004. For each additional standard test specimen 16.50 33.00b) Water absorption: 1. For 3 standard test specimens 55.00 110.002. For each additional standard test specimen 16.50 33.007. Asbestos Cement Pipes: a) Crushing strength: 1. 10" nominal size and under 38.50 77.002. Over 10" to 18" nominal size 55.00 110.003. Over 18" to 30" nominal size 77.00 154.00b) Flexural strength for pipes 8" nominal size and under 38.50 77.00VIII. Ferrous and Non-Ferrous Metal and Allied Products 1. Steel Bars for complete reinforcement a) Complete test: 1. For plain bars 154.00 308.002. For deformed bars 176.00 352.00b) Tensile properties 55.00 70.00c) Bending properties 22.00 44.00d) Deformation measurement 22.00 44.00e) Variation in weight 16.50 33.002. Cast iron pipes and centrifugally cast pipes: a) Hydraulic test cast iron soil pipes 77.00 154.00b) Hydrostatic test with test pressure over 50 psi up to 1000 psi for pipes10" nominal size and under 110.00 220.00c) Flexural strength standard test bars, A, B, & C 55.00 110.00d) Tensile properties prepared standard test specimen 55.00 110.00e) Dimension measurement 16.50 33.00f) Chemical analysis: 1. Sulfur content 77.00 154.002. Phosphorous content 55.00 110.003. Steel Pipes: a) Hydrostatic test with test pressure over 50 psi up to 1000 psi for pipes10" nominal size and under 110.00 220.00b) Dimension measurement 16.50 33.00c) Weight determination 16.50 33.00d) Weight of zinc coating 110.00 220.00e) Thickness or uniformly of coating by Preece test method 77.00 154.004. Wire and wire ropes: a) Tensile properties for wire from Gage 10 up 38.50 77.00b) Ductility of wire 38.50 77.00c) Adherence of coating 38.50 77.00d) Uniformly of coating by Preece Test Method 38.50 77.00e) Weight of zinc coating 55.00 110.00f) Breaking strength of wire ropes: 1. 1/2" nominal size and under 77.00 154.002. Over 1/2 to 1" nominal size 110.00 220.00g) Dimension measurement 16.50 33.005. Standard Test Specimens and Miscellaneous Metal Products: a) Tensile properties prepared test specimen 82.00 165.00b) Hardness test, Brinnel or Rockwell: 1. For the first specimen 38.50 77.002. For each additional specimen 16.50 33.00c) Impact test, Charpy, Izad or Tension prepared test specimen: 1. For the first test specimen 38.50 77.002. For each additional test specimen 16.50 33.00d) Wheelborrow check test 110.00 220.00e) Cast iron manhole frame and cover check test 110.00 220.00f) Load test, hydraulic jacks, not over 50 tones capacity 550.00 1100.00g) Chemical analysis per element sulfur 55.00 110.00IX. Miscellaneous Materials (Mechanical) 1. Fiber ropes: a) Tensile strength: 1. For ropes 1" in nominal size & under 55.00 110.002. Over 2" up to 2" in nominal size 77.00 154.003. Over 2" up to 3" in nominal size 110.00 220.00X. Special Tests 1. Verifications of testing machines by means of standard proving rings: a) Testing machines with capacity range of 2,000 lb and under per range 385.00 770.00b) Over 2,000 lb up to 20,000 lb per range 880.00 1760.00c) Over 20,000 lb up to 200,000 lb per range 1650.00 3300.00d) Over 200,000 lb up to 400,000 lb per range 2200.00 4400.002. Additional charges for verification and calibration tests performed at location: a) Fees while proving rings are in transit or at location per day: 1. Proving rings with loading capacity of 2,000 lb 77.00 154.002. Proving rings with loading capacity of 20,000 lb 110.00 220.003. Proving rings with loading capacity of 200,000 lb 187.00 374.00XI. Miscellaneous Services: 1. Plate Bearing Test and/or Subgrade Modulus Determination (K Value Uncorrected), fixed charge up to 100 tons 880.00 1760.002. Load Test on Piles, fixed charge up to 100 tons 1540.00 3080.003. Resistivity Test: a) Rental of equipment, per day or fraction thereof 187.00 374.004. Concrete Core Drilling a) Rental of equipment, per day or fraction thereof 99.00 198.00b) Per core drilled 187.00 374.00
(SGD.) TEODORO T. ENCARNACION
Undersecretary
Officer-In-Charge
Undersecretary
Officer-In-Charge