Filling Sample Clauses
The Filling clause outlines the procedures and requirements for submitting or completing necessary documents or forms within a contractual or regulatory context. Typically, this clause specifies who is responsible for providing information, the format in which it must be submitted, and any deadlines or supporting materials required. Its core practical function is to ensure that all parties provide the required information in a timely and organized manner, thereby preventing delays or misunderstandings that could arise from incomplete or improperly submitted documentation.
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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. ▇▇▇▇▇▇▇ shall not be built upon the foundations until four days after depositing of concrete.
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 ▇▇▇▇▇▇▇ test (ASTM D-1557) prior to the placement of the succeeding layer.
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 ▇▇▇▇▇▇▇ 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. Vacancies in all positions covered by this Agreement, which the City decides to fill, shall be filled on the basis of posted qualifications, ability and performance as determined by Management. All present employees, including probationary employees, are eligible to apply for, be considered for and receive transfers and promotions. Applications from both in-house and outside candidates will be accepted at the same time. Applicants for such vacancies, including those who are not presently employed by the Department, shall be considered for the position. Any in-house candidate who, in the judgment of Management, meets the job qualifications will be considered for such open positions before outside applicants. The applicant who meets the posted qualifications, as determined by Management, and is best matched for the specific qualities needed for the vacant position shall be selected. When Management determines that posted qualifications, ability and performance are equal, the in- house candidate will be given the preference.
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 220 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 110
Filling. Earth filling obtained from the excavations and/or prescribed stock piles on site including haulage approximately 150m from perimeter of excavations or stock piles 6 Rip and scarify 150mm in situ layer, wet and apply heavy rollers or rammers to achieve 93% MOD AASHTO at OMC (Optimum Moisture Content). Perform testing (DCP) to such prepared ground and further wet and compact until minimum CBR (California Bearing Ratio) of 7 is reached throughout 800mm deep soil profile. (Soil tests elsewhere measured) m2 315 7 Under floors etc m3 315 Imported G7 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm thick to 95% Mod AASHTO density (Density CBR minimun of 15% at 95% Mod AASHTO density) 8 Sub-base course under paving, roads, etc. m3 315 Imported G5 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm, to 95% Mod AASHTO density (Maximum PI < 12, minimum CBR > 30 at 95% Mod AASHTO density) 9 150mm Sub-base course under paving, roads, etc. m3 315 Earth filling of C4 material supplied by the contractor, compacted to 97% Mod AASHTO density 10 Under paving ,roads etc m3 315 11 Compaction of ground surface under pavings, etc including scarifying for a depth of 250mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod ASSHTO density m2 2 100 Section No. 5 Bill No. 4 APRONS, PARKING AND PAVING (PROVISIONAL) 12 Modified AASHTO density test No 20 Precast concrete, finished smooth on exposed surfaces including bedding, jointing and pointing 13 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back of each joint including excavation, backfilling, etc m 1 500 14 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back of each joint circular on plan not exceeding 4m radius formed with short lengths of straight kerb including excavation, backfilling, etc m 350
Filling. Within a reasonable period of time the District will:
1. Screen applicants for evaluations, qualifications, seniority, and ability to work with staff; and, for promotions and new hires only, experience, past performance, education, training, special skills and ability to work with staff. Ability to work with staff shall not be the determining factor unless past experience shows that there exists an inability to work together.
2. Conduct or arrange interviews and administer appropriate tests and other screening procedures. SEIU shall have the opportunity to have up to two members participate in the interview of potential new classified unit hires as follows:
a. The District shall notify the SEIU President that an interview has been scheduled with a potential new classified hire as soon as reasonably possible. If the SEIU President is not available or cannot be reached, the District shall attempt to notify the SEIU Vice-President.
b. SEIU shall have the right to determine which two of its members will participate in the interview. The District reserves the right, however, to request that additional employees participate in the interviews at its discretion.
c. It is understood that because of the competitiveness of the industry interviewers are frequently arranged in a short time-frame. Accordingly, notwithstanding 9.4(b) above, if after a reasonable attempt the District is unable to contact the SEIU member and offer that person the opportunity to participate in the interview. However, if no SEIU member can be contacted nor appears at the scheduled interview, the District may proceed with the interview.
d. The purpose of the Association’s participation in the interview of potential new classified unit hires shall be to assist with and provide input into the hiring of classified unit members. However, the District shall retain the right to make the final decision regarding the hiring of new classified employees.
3. Notify all applicants of action taken.
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.