Reducing fittings Sample Clauses

Reducing fittings. Where fittings have reducing ends or branches they are described as 'reducing'. In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the Contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained.
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Reducing fittings. Where fittings have reducing ends or branches they are described as 'reducing'. In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the Contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained. Class 2 copper pipes: 22 15mm Pipe chased into brick walls. A1 : 2 A2 : 3 A3 : 2 A4 : 4 23 22mm Ditto. A1 : 2 A2 : 7 A3 : 2 A4 : 4 m 11 m 15 Carried to Collection R Section 2 Bill No. 10 Plumbing and Drainage (Provisional) Extra over class 2 copper pipes for capillary fittings: 24 15mm Fittings. No 11 A1 : 2 A2 : 3 A3 : 2 A4 : 4 25 22mm Fittings. A1 : 2 A2 : 3 A3 : 2 A4 : 4 No 11 Carried to Collection Section 2 Bill No. 10 Plumbing and Drainage (Provisional) Section 2 Bill No. 10 Plumbing and Drainage (Provisional) COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 2 Section 2 Bill No. 10 Plumbing and Drainage (Provisional) Page No 66 67 68 R Amount Item No SECTION 2 BILL No. 11 PAINTWORK Quantity Split: Quantity Rate Note that the total quantity per each item is split into the various buildings and appears below each description as follows: A1 - DWG 04 - Staff Ablutions (2M2F1D) A2 - DWG 06 - Grade R Ablution (3R1T) A3 - DWG 14 - Male Ablutions (6B) A4 - DWG 35 - Female Ablutions (6G)
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Reducing fittings. Where fittings have reducing ends or branches they are described as "reducing". In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained Exposed concrete surfaces Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye marker slabs, xxxxxx tops, cleaning eye tops, catchpits, inspection xxxxxxxx, etc shall be finished smooth with plaster Excavations No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling Laying, backfilling, bedding, etc. of pipes Pipes shall be laid and bedded and trenches shall be carefully backfilled in accordance with manufacturers' instructions Where no manufacturers' instructions exist, pipes shall be laid in accordance with clauses 5.1 and 5.2 of each of the following: SABS 1200 L : Medium-pressure pipelines LD : Sewers LE : Stormwater drainage Pipe trenches etc shall be backfilled in accordance with clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB : Earthworks (Pipe trenches) Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1, 5.1 to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless otherwise described bedding of rigid pipes shall be class B bedding Carried Forward R Section No. 5 Bill No. 3 STORMWATER (PROVISIONA) Brought Forward R SUB-SOIL DRAINAGE "Netlon" Slotted drainage pipes 1 110mm Slotted uPVC pipes laid in and including trenches not exceeding 1m deep, including 19mm crushed stone encasing size 300 x 300mm and Bidum Type U24 filter fabric blanket wrapped around encasing with 150mm side and 300mm end laps including stitching, complete with excavations and carting away of excavated material and backfilling of trenches with clean river sand m 200 STORMWATER DRAINAGE 25MPa/19mm unreinforced concrete with rounded salient edges and finished on exposed surfaces with 2:1 cement mortar, laid to falls in panels not exceeding 2m long with 12mm bitumen impregnated softboard movement joints with exposed edges raked out for a depth of 10mm and sealing with "Sikaflex-1a" joint sealant including all necessary formwork, excavations, compaction, etc 3 Surface channel size 1500mm wide x averag...
Sample 1

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