XXXX NO. 11 PLASTERING NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx CEMENT SCREEDS TO CONCRETE 25mm Thick 1 On floors to receive tiles (Provisional) m2 310 50mm Thick average 2 On concrete roofs to falls (Provisional) m2 67 INTERNAL PLASTER One coat 5:1 cement plaster with trowel finish on brickwork 3 On walls m2 140 4 On narrow widths m2 3 One coat 5:1 cement plaster and one coat gypsum skim plaster with trowel finish on brickwork 5 On walls m2 748 6 On narrow widths m2 14 One coat 5:1 cement plaster and one coat gypsum skim plaster with trowel finish on concrete 7 On soffit of slab m2 366 EXTERNAL PLASTER One coat 5:1 cement plaster with trowel finish on brickwork 8 On walls m2 187 Carried to Collection Section Xx. 0 Xxxx Xx. 11 Plastering HOMEVALE FIRE STATION KIMBERLEY R 9 On narrow widths m2 7 One coat 5:1 cement plaster with trowel finish on concrete 10 On sides of slabs and beams m2 50 11 On narrow widths m2 7
XXXX NO. Khata No ..............................
XXXX NO. Switch Point Description Existing load as per utility bill (kW) Existing load as per new meter installed in CCMS panel (kW) New load after replacement of all lights connected to switching point (kW) 3…
XXXX NO. 20021264 (A. Ct. Crim. App. June 16, 2004) (unpub.) (military judge erred by accepting accused’s plea without explaining the inability defense to the accused).
XXXX NO. 16 GLAZING For preambles see "Specification of Materials and Methods to be Used (PW371-A Ed. 2.0)" GLAZING TO STEEL WITH PUTTY MIRRORS 4mm Float glass multiple silvered Aluframe mirror size 450 x 600mm with polished and bevelled edges, holed and screwed with four chromium plated dome headed screws with rubber spacer washers behind, to and including hardwood plugs in wall No Carried Forward to Sectional Summary: 2 Section Xx. 0 Xxxx Xx. 16 GLAZING Fordsburg Market Stalls Phase 2 Quantity 8 Rate R Amount 56 Section No. 2 Amount BUILDINGS Xxxx SECTION SUMMARY - BUILDINGS Page 2 EARTHWORKS 27 3 CONCRETE, FORMWORK AND REINFORCEMENT 31 4 PRECAST CONCRETE 32 5 MASONRY 33 6 WATERPROOFING 34 7 CARPENTRY AND JOINERY 35 8 CEILINGS, PARTITIONS AND ACCESS FLOORING 36 9 IRONMONGERY 39 10 ROOF COVERINGS 40 11 STRUCTURAL STEEL WORK 43 12 METALWORK 46 13 PLASTERING 47 14 TILING 48 15 PLUMBING AND DRAINAGE 52
XXXX NO in the apartments named “………..............................” residential/commercial complex, including the land owner’s share in Flats will have proportionate share, right, title and interest over the land which is bounded as follows :- North- South - East - West - Note :- Govt. value is mentioned at Code No. ...... & Zone- ..... of M.V.R…………...
XXXX NO. 2 EARTHWORK (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this xxxx shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Stripping average 150mm thick layer of top soil and stockpiling on site m2 13 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 2 Holes m3 12 Carried to Collection Xxxx No. 2 Earthworks Prepared by Takgalang Consulting Extra over trench and hole excavations in earth for excavation in 3 Soft rock m3 1 4 Hard rock m3 1 5 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 5 6 Sides of trench and hole excavations not exceeding 1,5m deep m2 24 7 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 95% Mod AASHTO density 8 Backfilling to trenches, holes, etc m3 7 Earth filling (G5) supplied by the contractor compacted to 95% Mod AASHTO density 9 Under floors, steps, pavings, etc m3 4 10 To bottoms and sides of trenches m2 16 Xxxx No. 2 Earthworks Prepared by Takgalang Consulting Section Xx. 0
XXXX NO. 2 EARTHWORK (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this xxxx shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Stripping average 150mm thick layer of top soil and stockpiling on site m2 59
XXXX NO. This Contract Agreement is made by and between the Mississippi Transportation Commission acting by and through the Mississippi Department of Transportation (hereinafter referred to as the DEPARTMENT), an Agency of the State of Mississippi, and , (hereinafter referred to as the CONTRACTOR).
