EXTERNAL WORKS. Sundries 1 Rip prepared platform level and recompact to 93% Mod.
EXTERNAL WORKS. Filling 1 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 Prescribed Testing 2 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 Reinforced concrete 25MPa (19mm stone) in: 3 Paving in panels including any necessary formwork. 4 Ramps. m3 12 m3 0.4 Surface treatment 5 Float surface of concrete to a wood float finish. m2 120 Test blocks and testing 6 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 Movement joints 7 10mm Thick "Jointex" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide.
EXTERNAL WORKS. Amount 1 Demolish and cart away single storey toilet block complete, size on plan 3200mm long x 3000mm wide x approximately 3000mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with concrete block walls including timber doors, ground floor concrete surface bed with granolithic floor covering, sanitary fittings, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site. No 1 Pit toilets 2 Allow for de-sludging of existing "long drop" pit latrines by means of "honey sucker". The pit latrines are to be completely empty before any other work is carried out. No 3 3 Allow for breaking down and removing from site entire pit latrine structure including any structure that may be inside the pit. Demolition is to only commence once the latrine has been completely emptied (elsewhere measured). Backfill existing hole with imported filling in max 150mm layers and compact to 95% MOD AASHTO density. No 3 THE FOLLOWING IN WALKWAYS, RAMPS, ETC. EARTHWORKS Site clearance 4 Clear the areas to be developed of all rubbish, debris, vegetation, shrubs, xxxx and small trees not exceeding 200mm girth and remove from site. m2 120 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 5 Reduced levels under solid floors. m3 24 Carting away of excavated material 6 Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor. m3 24 Carried to Collection R BUILDING WORKS
EXTERNAL WORKS. Reinforcement 1 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 2 Reduced levels m3 30 Filling 3 Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density. m3 30 Compaction of surfaces 4 Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density. m2 60 Grassing, ground cover, etc. 5 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 THE FOLLOWING IN CONCRETE CHANNELS, ETC. EARTHWORKS 6 Holes 7 Surface trenches. m3 0.3 m3 1 Carting away of excavated material 8 Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor. m3 1 9 Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc. m2 1 Carried to Collection R BUILDING WORKS
EXTERNAL WORKS. Reinforcement 1 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 2 Reduced levels m3 30 Filling 3 Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density. m3 30 Compaction of surfaces 4 Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density. m2 60
EXTERNAL WORKS. Amount 1 Demolish and cart away single storey toilet block complete, size on plan 4400mm long x 2000mm wide x approximately 3000mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with concrete block walls including timber doors, ground floor concrete surface bed with granolithic floor covering, sanitary fittings, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site. No 1 Pit toilets 2 Allow for de-sludging of existing "long drop" pit latrines by means of "honey sucker". The pit latrines are to be completely empty before any other work is carried out. No 3 3 Allow for breaking down and removing from site entire pit latrine structure including any structure that may be inside the pit. Demolition is to only commence once the latrine has been completely emptied (elsewhere measured). Backfill existing hole with imported filling in max 150mm layers and compact to 95% MOD AASHTO density. No 3
EXTERNAL WORKS. The inspection, repair, maintenance, servicing, renewal, replacement and certification of the all hard and soft landscaping, walls, fences, paving, roads, paths, gullies, ditches, drainage, car parking, drying areas, external bin stores and storage areas in The Property, your block and your estate (where appropriate). Include removal and disposal of items Reason for intending to enter into the agreement The reasons your landlord considers it necessary to enter into the agreement for the services and works detailed to your block, estate and or property, are to comply with their obligations under the terms of the lease and to do so in a way that is best value for money. There are a number of ways this can be achieved and Metropolitan feel a long term agreement is the best way it can be achieved with a view to providing better value for money for leaseholders and for effective management of the estates, blocks and units. Servicing and planned preventive maintenance to building components ensures that the buildings and their services installations can continue to meet the required standards over the long term and that Metropolitan fulfill their obligations under the lease terms and as a landlord. Metropolitan will test the value of any service provider’s offer and will consult with leaseholders about our proposals in a subsequent consultation. Information on the scope of the contract, costs and quality measures will then be available for your observations. Metropolitan intends to commence the contract from July 2015 working together with the new service provider to seek to improve quality and contain costs year on year, during the term of the agreement. Any cost savings achieved through the contract will be passed on to leaseholders where works or services apply to their properties and are rechargeable under the terms of the lease. By entering into a partnering contract, Metropolitan will seek to improve value for money (by minimising costs but not quality) and to secure other added value services such as promoting local employment, training and community investment and ensuring high quality resident liaison and consultation is undertaken. The reason for qualifying works in the contract: Metropolitan are responsible for maintaining various elements of your block/estate, both externally and internally, excluding any elements relating to the property/dwelling for which you are responsible. Both Metropolitan’s and your obligations will be set out in your lease wh...
EXTERNAL WORKS. The tenderer is referred to the relevant Clauses in the Model Preambles for Trades and to the Supplementary Preambles which are incorporated at the front of these Bills of Quantities SUPPLEMENTARY PREAMBLES Note:
EXTERNAL WORKS. 19.1. Paving at the front and where required. Subject to architect’s specifications. Courtyard to be paved. Garden walls 1.8m high, semi face brick including 1 x pedestrian gate. Intercom or similar (linked to main estate gate). Lawn as per layout plan- provision for flower beds but no further landscaping.
EXTERNAL WORKS. PRELIMINARY AND GENERAL 1 Preparing to Execute The Works F:............................. V:............................ T:........................... Item 2 Setting Out F:............................. V:............................ T:............................ Item 3 Management of Contract F:............................. V: T .......................... Item 4 Programming of Works F:............................. V:............................ T:............................ Item 5 Plant, Equipment, Sheds and Offices F:.......................... V:. T: ......................... Item 6 Tele Communication Equipment F:............................. V:............................ T:............................ Item BOTTLE FISHNET WALL Excavation not exceeding 2m deep 7 Trenches m³ 87 Extra over trench and hole excavations in earth for excavation in: 8 Soft rock. m³ 9 Section No. 3 WORK PACKAGES TO BE EXECUTED BY XXXXX Bill No. 6 9 Hard rock. m³ 4 Extra over all excavations for carting away:
