Fixing Clause Samples

Fixing. (i) All vertical pipes shall be fixed by M.S. clamps truly vertical. Branch pipes shall be connected to the stack at the same angle as that of the fittings. No collars shall be used on vertical stacks. Each stack shall be terminated at top with a cowl. (Terminal Guard). (ii) Horizontal pipes running along ceiling shall be fixed on structural adjustable clamps of special design shown on the drawings or as directed. Horizontal pipes shall be laid to uniform slope and the clamps adjusted to the proper levels so that the pipes fully rest on them. (iii) The Concessionaire shall provide all sleeves, openings, hangers, and inserts during the construction. All damages shall be made good to restore the surface.

Fixing. For consulting work where Client has a nonfunctioning site, please understand that there are (often) two phases of service required: First, we must diagnose the problem, and then we will either (1) fix it (in cases where that makes the most sense), (2) let Client know options for moving forward (e.g., perhaps an upgrade is needed, or a different way of doing something, or ... who knows what), or (3) inform Client that we cannot fix it.

Fixing. Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete

Fixing. Screws fixing brick concrete or similar materials which necessitate plugging shall be made using steel woodscrews into plugs in rotary drilled holes.

Fixing. For consulting work where Client has a non-functioning site, please understand that there are (often) two phases of service required: First, we must diagnose the problem, and then we will either (1) fix it (in cases where that makes the most sense), (2) let Client know options for moving forward (e.g., perhaps an upgrade is needed, or a different way of doing something, or ... who knows what), or (3) inform Client that we cannot fix it. From there, it would be Client's responsibility to make a decision based on our analysis. Either way, time spent on the diagnosis phase (and in discussing options for moving ahead) is billable time.

Fixing. All nailing of timber roof trusses, purlins, etc shall be done with galvanised nails. In coastal areas, copper, aluminium or stainless steel nails shall be used. Item No Quantity Rate Amount Items described as 'nailed' shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete. Where items are described as 'bolted' the bolts have been measured elsewhere. ROOFS Planted nail timber roof truss construction to be Mitek or similar approved design: Sawn softwood 1 38 x 114mm wall plates m 44 2 50 x 75mm purlins m 234 3 38 x 228mm Beams m 216 EAVES, VERGES, ETC Pressed fibre cement 4 15 x 225mm Fascias and barge boards three times drilled and brass screwed to and including 38 x 50 x 114mm long S.A.P. cleat, twice screwed and secured to rafter foot including galvanised steel H-profile jointing strips m 44 5 Extra on last for apex mitre No 18 6 Extra on for splay cut end No 4 SKIRTINGS Wrought meranti 7 19 x 76 mm Skirting with and including 19mm quadrant bead m 180 Carried to Collection R 8 44mm Door 813 x 2100mm high ref- (schedule attached) No 13 9 44mm Door 802 x 2145mm high ref (schedule attached) No 3 10 44mm Double Door 2800 x 2600mm high ref (schedule attached) No 1 FRAMED FRAMES ETC Wrought meranti 11 70 x 90 mm Rebated, moulded, grooved linings plugged to walls m 781 BEADS, ARCHITRAVES, ETC Wrought meranti 12 19mm Quadrant beads nailed on m 176 13 19 x 70mm Architraves fixed m 5 Carried to Collection R Section No. 2 Buildings Works (Provisional) Bill No. 6 Carpentry and Joinery Total Brought Forward from Page No. 49 50 51 52 R Amount

Fixing. The Contractor is responsible for accurate setting out of the work and for ensuring that all precast concrete frame work units come together without strain and in their correct relative positions as shown on the working drawing. If due to inaccuracies in the position or level or in the dimensions of units without straining them into position, no such straining shall be done without the permission of the Engineer-in-Charge and when directed, the contractor shall dismantle the work and re-erect and make good to the satisfaction of the Engineer-in-Charge.

Fixing. The arrangement for fixing in different situations in the opening shall be as per IS:6248. Brackets shall be fixed on the lintel or under the lintel as specified with raw, plugs, and screw bolts, etc. The shaft along with the spring shall then be fixed on the brackets. The lath portion (shutter) shall be laid on ground and the side guide channels shall be bound with ropes etc. The shutter shall then be placed in position and top fixed with pipe shaft with bolts and nuts. The side guide channels and cover frames shall then be fixed to the walls through the plate welded to the guides. These plates and bracket shall be fixed by means of steel screw bolts, and raw plugs concealed in plaster to make their location invisible. Fixing shall be done accurately in a ▇▇▇▇▇▇▇ like manner that the operation of the shutter is easy and smooth.

Fixing. Roofing sheet shall be factory cut and supplied in required length (length is 6 to 12m) to suit shop drawings. Roofing sheets shall be crest fixed to purlins with Kaitex coated self- drilling fasteners with stainless steel boned EPDM washers. Fasteners are also to be provided on side laps. Minimum sheet overlaps at ends shall be one corrugation. Penetration and laps in sheets shall be sealed with proper sealant. Profiled HDPE fillers shall be provided wherever required to close voids between capping and troughs of the sheet to provide a weather tight exterior. End lap for wall / roof sheeting shall be 100mm.