## Abbreviations
\begin{table}
\begin{tabular}{c c c c c c c c c} \hline \hline \multirow{2}{*}{**Code**} & \multirow{2}{*}{**Unit**} & \multirow{2}{*}{**Concept**} & \multicolumn{2}{c}{**Total**} & \multirow{2}{*}{**Cost**} & \multirow{2}{*}{**(EUR)**} & \multirow{2}{*}{**(tCO\({}_{2}\))**} & \multirow{2}{*}{**EF (hag)**} & \multirow{2}{*}{**WF (m\({}^{3}\))**} & \multirow{2}{*}{**CDW** (kg)} \\ \cline{5-8}  & & & **Total Chapter 02. Earthworks** & & **24,496.92** & **106.61** & **52.98** & **425.70** & **0.00** \\ \hline \multicolumn{8}{c}{**03. Foundation**} \\ \hline
03 ACC00011 & kg & Rebar for the foundation B500S & 81,325.00 & 105,722.50 & 129.21 & 58.82 & 2395.93 & 2649.57 \\
03 EKT80060 & m\({}^{2}\) & Metal formwork 2 cm, in retaining wall & 1587.43 & 56,083.90 & 11.87 & 5.16 & 6802.01 & 434.89 \\ \hline \multirow{8}{*}{03 HRZ80030} & \multirow{2}{*}{m\({}^{3}\)} & Reinforced concrete, HA-25/P/40/Ila & \multirow{2}{*}{1098.99} & \multirow{2}{*}{126405.83} & \multirow{2}{*}{394.69} & \multirow{2}{*}{187.46} & \multirow{2}{*}{6148.20} & \multirow{2}{*}{145,714.62} \\  & & with B400S steel, in footings and pile caps, & & & & & & \\  & & & poured with crane & & & & & \\
03 HMM00002 & m\({}^{3}\) & Mass concrete HM-20/P/40/Iin & \multirow{2}{*}{122.11} & \multirow{2}{*}{8244.87} & \multirow{2}{*}{30.28} & \multirow{2}{*}{14.51} & \multirow{2}{*}{452.34} & \multirow{2}{*}{13,447.68} \\  & & foundations & & & & & & \\ \hline \multicolumn{8}{c}{**Total Chapter 03. Foundation**} & \multicolumn{2}{c}{**296,457.10**} & \multicolumn{2}{c}{**566.05**} & \multicolumn{2}{c}{**265.94**} & \multicolumn{2}{c}{**15,798.49**} & \multicolumn{2}{c}{**162,246.76**} \\ \hline \multicolumn{8}{c}{**04. Sewerage**} \\ \hline
04 VBP0002 & m & Reinforced PVC downpipe, 110 mm & 1221.10 & 24495.27 & 5.22 & 2.51 & 887.24 & 92.89 \\
04 CCP00031 & m & Hung PVC manifold, 315 mm diameter & 244.22 & 12963.20 & 2.89 & 1.37 & 505.92 & 52.80 \\
04 EAP9002 & u & Sewerage passage box, 63 \(\times\) 63 cm, 1 m & 122.11 & 26584.57 & 27.46 & 13.33 & 297.35 & 6861.88 \\  & & deep, executed in soil & & & & & & \\ \hline \multicolumn{8}{c}{**05. Structure**} \\ \hline
05 FUA00118 & m\({}^{2}\) & Slab formed by autoresist beams and concrete walls (HA-35) & 12,088.90 & 396,395.03 & 835.93 & 400.10 & 15126.04 & 330,368.44 \\
05 HAC00015 & kg & Rebar B500S & 147,875.00 & 192,237.50 & 234.95 & 106.95 & 4356.57 & 4817.77 \\
05 HET070201 & m\({}^{2}\) & Metal formwork with phenolic board cladding & 9280.34 & 181,245.04 & 41.38 & 19.86 & 5922.41 & 419.77 \\
05 HHJ00003 & m\({}^{3}\) & Concrete for reinforcement in beams HA-25/P/20/Ila & 1221.10 & 95,038.21 & 360.97 & 173.09 & 5393.56 & 160,313.79 \\ \hline \multicolumn{8}{c}{**Total Chapter 05. Structure**} \\ \hline
06 LHC00001 & m\({}^{2}\) & Wall with ceramic breaks of 7 cm thick & 4029.62 & 73,862.93 & 147.86 & 70.38 & 947.21 & 36048.22 \\
06 LPM00001 & m\({}^{2}\) & Brick wall with 1 foot drilled bricks & 10623.50 & 375,009.55 & 844.11 & 401.04 & 5278.41 & 207,113.81 \\
06 DDTD00001 & m\({}^{2}\) & Brick partition wall with ceramic brick of 9800.88 & 133,922.52 & 295.50 & 140.53 & 1832.40 & 72,663.03 \\
06 DS00001 & m\({}^{2}\) & Brick partition wall with ceramic brick & 8914.01 & 94,755.93 & 121.53 & 58.22 & 787.10 & 29542.06 \\  & & with mortar & & & & & & \\ \hline \multicolumn{8}{c}{**Total Chapter 06. Masony**} & \multicolumn{2}{c}{**677,550.93**} & \multicolumn{2}{c}{**1409.01**} & \multicolumn{2}{c}{**670.16**} & \multicolumn{2}{c}{**8845.12**} & \multicolumn{2}{c}{**345,367.11**} \\ \hline \multicolumn{8}{c}{**07. Roof**} \\ \hline
07 THFC00002 & m\({}^{2}\) & Walkable roof & 1343.21 & 102,836.16 & 62.53 & 29.54 & 706.40 & 11,666.56 \\ \hline \multicolumn{8}{c}{**Total Chapter 07. Roof**} \\ \hline
08 FFC90100 & m & Copper ducting, recessed, 12 mm diameter & 5617.05 & 58,361.15 & 13.15 & 6.15 & 594.17 & 160.27 \\
08 FGL00004 & u & Mixer washbasian fauc equipment. & 732.66 & 74,753.30 & 73.15 & 33.27 & 2707.56 & 480.82 \\
08 FSl00001 & u & Low tank toilet, white vitrified porcelain & 305.27 & 45,372.28 & 39.36 & 18.13 & 1434.33 & 303.01 \\
08 FSL00091 & u & Pedestial washbasin white vitrified & 305.27 & 52,732.34 & 38.94 & 17.93 & 672.94 & 296.78 \\
08 NAA90101 & u & Solar interstorage unit with fixed coil & 123.00 & 47,715.39 & 11.70 & 5.38 & 245.48 & 44.34 \\  & & Inclined structure to support solar pannel & 76.00 & 16,282.24 & 0.01 & 0.04 & 0.25 & 0.05 \\
08 NOC90001 & u & Flat solar collector, absorber surface is & 1.8 m\({}^{2}\) & 76.00 & 28,622.36 & 1.61 & 0.83 & 39.13 & 39.89 \\
08 NPP90001 & m & Heat-insulated annealed cupper ducting & 2820.00 & 97,628.40 & 3.95 & 1.96 & 181.89 & 41.93 \\
08 FDP00011 & u & PVC siphon carrier 125 mm with PVC & 976.88 & 40,687.05 & 45.25 & 20.83 & 5899.88 & 405.17 \\
08 FCC00055 & m & Heat-insulated copper ducting, 36 mm, recessed & 2320.08 & 48,744.88 & 16.79 & 7.52 & 751.15 & 206.62 \\ \hline \hline \end{tabular}
\end{table}