Uploaded on: 2020-05-08 11:10:00 come from: engineering cost / Model Contract / Consulting contract
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Brief introduction to the civil construction budget and contract of a biochemical tank in Chongqing, with construction drawings attached. Project overview: (1) Project name: A2 biochemical tank civil works (2) Building area or volume: 500m3/d (3) Building floors and height: (4) Main features of project design overview: Preparation basis: 1) Civil construction drawings (electronic version), 2) 2008 Chongqing Price List and related supporting norms and documents. 4. Other instructions: 1). Project charging standard: charged as per Class III project, safe and civilized construction cost is not calculated, and the labor day adjustment is increased according to Chongqing Cost Information in the second quarter of 2010 (comprehensive labor is 50 yuan/man day, earthwork labor is 40 yuan/man day, and onboard labor is 55 yuan/man day), and the tax is calculated as 3.35%, excluding quota management fees. 2) The price of engineering materials shall be adjusted with reference to the current price of other units of the project: 4700 yuan/T for reinforcement, 340 yuan/T for cement, 370 yuan/thousand standard bricks, 43 yuan/T for crushed stone, 90 yuan/T for extra fine sand, and 10 yuan/kg for waterproof coating. 3) The inspection well and inlet and outlet wells are calculated as per 700 round wells, the well covers are treated as provided by Party A (the material cost is not included in this budget), and the finished ladders are temporarily priced at 30 yuan/piece. 4) . In the construction drawing, the bottom plate reinforcement diagram of biochemical tank is inconsistent with the description. The double-layer two-way B12-150 is temporarily calculated, and the cover plate reinforcement is calculated according to the description (upper layer is B12-250, lower layer is B12-180). The column is only 370 * 370 temporarily, and the reinforcement is calculated according to the structural column 4B12, A6.5-250. 5) Earth rock excavation is temporarily calculated as 1:0.3 slope

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