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 Extra over all excavations for carting away 5 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 5 Risk of collapse of excavations 6 Sides of trench and hole excavations not exceeding 1,5m deep m2 24 Keeping excavations free of water 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 SOIL POISONING Soil insectiside 10 To bottoms and sides of trenches m2 16 Carried to Collection R Xxxx No. 2 Earthworks Prepared by Takgalang Consulting Section Xx. 0
XXXX NO. 3 MASONRY NOTE : Unless otherwise stated herein, all items in this xxxx shall be deemed to fall into Work Group No. 116 for CPAP formula purposes SUPPLEMENTARY PREAMBLES BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc. SUPERSTRUCTURE Brickwork of NFP bricks in class II mortar 115mm Half brick walls m2 115mm Half brick walls in beamfilling m2 230mm One brick walls m2 Carried Forward Section Xx. 0 Xxxxx Xxxxx Xxxx Xx. 3 Masonry Quantity 7 3 46 Rate R Amount 4 5 6 7 8 9 10 11 Brought Forward Corobrick "Firelight Travertine FBX" Face bricks pointed with flush horizontal and vertical joints Extra over for face brick work m2 Brick-on-edge header course copings, xxxxx, etc of clay face bricks pointed with recessed joints on all exposed faces Brickwork for brick-on-edge header course 150mm wide sill projected at 45 degrees m Brickwork for brick-on-edge header lintel m BRICKWORK SUNDRIES Air bricks etc 229 x 76mm Clay vermin proof air brick No Brickwork reinforcement 75mm Wide reinforcement built in horizontally m 150mm Wide reinforcement built in horizontally m Prestressed fabricated lintels 110 x 75mm Lintels in lengths not exceeding 3m m Galvanised hoop iron cramps, ties, etc 30 x 1,6mm Roof tie 1,5m long with one end fixed to timber and other end built into brickwork No Carried Forward to Summary of Section Xx. 0 Xxxxxxx Xx. 0 Xxxxx Xxxxx Xxxx Xx. 3 Masonry 48 7 9 2 20 121 20 20 R R
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 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 :- Boundary of the entire land : North- South - East - West - Note :- Govt. value is mentioned at Code No. ...... & Zone- ..... of M.V.R…………... THE SECOND SCHEDULE HEREIN ABOVE REFERRED TO :- (Description of the said unit)
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. Khata No ..............................
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).
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. 13 GLAZING NOTE : Unless otherwise stated herein, all items in this xxxx shall be deemed to fall into Work Group No. 150 for CPAP formula purposes TOPS, SHELVES, DOORS, MIRRORS, ETC 6mm Silvered float glass copper backed mirrors with polished edges holed for and fixed with chromium plated dome capped mirror screws with rubber buffers to plugs in brickwork or concrete 400 x 900 x 4mm "GG" quality polished glass mirror: Fixed to wall with vertical strips of double sided adhesive tape. One mirror per wash hand basin. No Carried Forward to Summary of Section Xx. 0 Xxxxxxx Xx. 0 Guard House Xxxx No. 13 Glazing Quantity 1 Rate R Amount
