Filling Sample Clauses

Filling. Return filling around foundations and filling to make up levels under floors and pavings shall not be deposited until the formation level has been approved by the Architect. In no case shall fill be deposited on a muddy formation. Filling shall be deposited in layers not exceeding 250 mm in depth before compaction and shall be compacted by rolling, pneumatic temping or other approved means over the whole of the area. If necessary the filling shall be allowed to dry or be moistened to the correct moisture content before compaction. The finished surface shall be approved by the Architect prior to further Construction work thereon. The Contractor shall afford every assistance to the specialist executing site sterilization to enable each layer to be treated separately. Filling around foundations in layers shall not proceed without each layer being so treated. No excavation or foundation work shall be filled in or covered up until all measurements necessary for the adjustment of variations have been made. Xxxxxxx shall not be built upon the foundations until four days after depositing of concrete.

Filling. Normal material from store forming embankments around structures shall be measured by the cubic metre as the net compacted volume of filling comprised within the sections shown on the Drawings to the approval of the Engineer. No extra payment will be made for additional material placed to allow for the effect of settlement.

Filling. A. Fill areas to be filled in 8 to 12 inch maximum layers and compact to a density of at least 95 percent of maximum density as determined by AASHTO T-180. B. Compact materials at a moisture content within +2% of the optimum. If required, add water or permit material to dry until the proper moisture content for specified compaction is obtained. C. Compact materials at a moisture content within +2% of the optimum. If required, add water or permit material to dry until the proper moisture content for specified compaction is obtained. D. Field test density of compacted fill layer by Field Density Test ASTM D1556 or D2922 prior to placement of succeeding lifts. At a minimum, make at least one test per layer for every 8,000 square feet of non-structural area. E. A laboratory retained by Contractor and approved by Engineer shall make field density tests as specified. One Xxxxxxx Test (ASTM D698 or ASTM D1557) for each source of fill used shall be made by laboratory. Additional field tests will be required for each test not meeting required density. Costs of all tests will be paid by Contractor and included in Contract price.

Filling. 5. Embankment construction. 6. Backfilling including controlled low-strength material (CLSM). 7.

Filling. TS-47 All filling materials shall be approved by the Managing Official before being placed in position. Approved earth, sand, or any other suitable material free from rubbish shall be used to make up levels as shown on the Drawings. The material shall be placed in successive layers each having a finished thickness not exceeding 250mm before compaction, watered and compacted to at least 98% compaction ratio of the maximum dry density of the Modified Xxxxxxx test (ASTM D-1557) prior to the placement of the succeeding layer.

Filling. Filling with approved material supplied and carted onto site by the Contractor, compacted to a density of at least 95% Mod. AASHTO maximum density: 4 Under surface beds m3 201 5 Trenches for strip footings m3 48 6 Holes m3 3 7 Surplus material from excavation and/or stockpile on site to a dumping site to be allocated by the contractor. m3 101

Filling. 3 150mm G7 Sub-base course, selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 93% modified AASHTO density under slabs. m3 18 4 Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. No 2 5 Paving in panels including any necessary formwork. 6 Ramps. m3 12 m3 0.4 7 Float surface of concrete to a wood float finish. m2 120 8 Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional) No 2 9 10mm Thick "Jointex" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide. m 33 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Remove hinged blocking piece and fill 10 x 15mm cavity with an approved 2 part polysulphide sealer. m 33 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Edge, riser, etc not exceeding 300mm high. m 200 2 Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces. m2 120 THE FOLLOWING IN STORMWATER CUT OFF DRAIN / EARTH BERM Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away 3 Reduced levels m3 30 4 Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density. m3 30 5 Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density. m2 60 6 Kikuyu turf (sods or rolls) instant lawn 25 to 40mm thick, imported from commercial sources, laid firmly with staggered joints within three days of being lifted. m2 50 7 Holes 8 Surface trenches. m3 0.3 m3 1 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor. m3 1 2 Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.

Filling. Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any multiple handling of material Ant and weed poisoning will be applied in accordance to SABS specifications by Registered and Approved Specialists who will issue a five (5) year guarantee. The contractor will only be paid for this items once they have produced the said cerfificate to the Principal Agent

Filling. Any employee in the bargaining unit may file for the vacancy by submitting written notice to the Human Resources Department within the filing period. Probationary employees shall not be eligible for lateral transfers.

Filling. Filling shall be done with approved quality earth. It shall be free from salt, organic matter, black cotton or slushy earth and combustible materials. All clods shall be broken.