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Wastewater

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Submitted By amaharaj12
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Estimating, Tendering and Measurement Practicum

Group Assignment

| | |Substructure: | | |
| | |Formwork for slab: | | |
| | |Width = 3048 |m3 |Calculation of overall dimensions to |
| | |203.2 101.6 x 2 | |outer edge of concrete slab. |
| | |3251.2 | | |
| | |Breadth =4572 | |101.6mm thk. Slab is reinforced with 2|
| | |203.2 101.6 x 2 | |Layers of #65 Brc. On a C6 x 10.5 |
| | |4775.2 | |Channel. |
| | |Reinforced Concrete Slab – | |E10.5.1.1 |
| | |150mm thk. | | |
| | | | | |
| | |Superstructure: | | |
| | |Formwork for vertical walls: | | |
| | |Reinforced concrete wall, thickness, 101.6mm | |E10.7.2 |
|6/ |1219.2 |Formwork for lintels: |m |Lintel is reinforced with 2 no. ½”dia.|
| |101.6 | | |bars |
| |203.2 | | |F22.6.1 |
| | |Formwork for Ring beams: |m3 |101.6 wide x 203.2 deep |
| | | | |Reinforced with 4 no. ½” dia. Bars, |
| | | | |1/8” dia. Stirrups @ 8” crs. & ½” dia.|
| | | | |J-Bolt. It rests on top of the 101.6 |
| | | | |thk. |
| | | | |Hollow Clay Blockwall and spans the |
| | | | |Width of the building which is |
| | | | |(3251.2), and the Breadth of the |
| | | | |building which is (4775.2). |
| | | | |E10.9.1.1 |
| | |Formwork for Roof: | m |Roof consists of 9 No.101.6 Deep x |
| | | | |50.8 ‘Z’ Purlins and is bolted with a |
| | | | |127 x 76.2 x 10 Angle Iron which is |
| | | | |bolted unto 4 No. 101.6 Deep x 50.8 |
| | | | |wide Rafter. |
| | |Formwork for Framing Erection: | |G10.2.1. |
| | |Formwork for Roof Coverings: | |New Wave Roof Sheathing |
| | |Formwork for Surface Preparation: |m2 |G10.7.1. |
| | |Formwork for Surface Treatment: |m2 |G10.8.3. |
| | |Formwork for Fascia: |m |G20.15.2.2. |
|5/ |1219.2 |Formwork for Windows: | |L11.1 |
|1/ |863.60 | | | |
|1/ |914.4 |Formwork for Doors: | |L20.1 |
| | |Formwork for Wall Finishes: |m2 |All walls are to be rendered and |
| | | | |painted. |
| | | | |M20.1.1.1.1. |
| | |Formwork for Floor Finishes: |m2 |Floor to be screed and tiled. |
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