TD/T 1039-2013Rules of engineering-quantity calculation for land consolidation and rehabilitation projects (English PDF)

Foreword

This standard was drafted in accordance with the rules given in GB/T 1.1-2009.

This standard is proposed and managed by the Ministry of Land and Resources.

This standard was drafted. Land and Resources Ministry of land remediation center, Ministry of Land and Cultivated Land Protection Division.

1 Scope

This standard applies to land remediation project design phase of the project volume calculation. Bidding and acceptance phase of the project volume calculation can refer to carried out.

2 Normative references

The following documents for the application of this document is essential. For dated references, only the dated version applies to this article Pieces. For undated references, the latest edition (including all amendments) applies to this document.

Building drafting standards GB/T 50104-2010 GB 50500-2013 construction project bill of quantities pricing specification TD/T 1012 land development and consolidation project planning and design specifications TD/T 1033-2012 high standards of basic farmland construction standards Land readjustment project design report preparation rules Land reclamation project mapping specification GJDGZ-101-1995 National unified construction project budget calculation rules (civil engineering) GYDGZ-201-2000 Unified national installation project budget calculation rules Finance Comprehensive.2011 No. 128 land development and consolidation project budget fixed standard

3 General rules

3.1 The amount of land renovation works should be based on the amount of physical construction projects or engineering drawings to calculate.

3.2 The amount of construction projects in the project should be classified in accordance with the "land development and consolidation project budget fixed standards" requirements.

3.3 Engineering calculation should be based on the following documents.

a) Engineering drawings and their descriptions;

b) construction design or construction program;

c) Other relevant technical and economic documents.

3.4 The amount of engineering units should be based on the following provisions.

a) cubic meters (m3) by volume;

b) square meters (m2) in area;

c) meters in length (m);

d) kg (kg) in terms of mass;

e) equipment in pieces (a group, sets, sets, units or roots) as a unit;

f) The trees are in strains.

When summarizing the project volume, the rules are as follows. take the effective figures in cubic meters, square meters, and kilograms as decimal places;

The unit takes an integer.