| A | B | C | D | E | F | |
|---|---|---|---|---|---|---|
1 | : BILL OF QUANTITIES FOR CONSTRUCTION OF 3 CUBICLE LATRINE BLOCKS | |||||
2 | LOCATION: | Mattru JongTown Bonthe District | ||||
3 | CLIENT: | Action Against Hunger | ||||
4 | ||||||
5 | Item | Description | Qty | Unit | Rate | Amount |
6 | No | SLL | SLL | |||
7 | (Note: All quantities are Provisional and are subject | |||||
8 | to re-measurement) | |||||
9 | 1.0 | SUBSTRUCTURE | ||||
10 | 1.1 | Site Clearance | ||||
11 | Clear the whole site of bushes and shrubs; remove debis | |||||
12 | from site | 1 | Item | |||
13 | 1.2 | Excavation | ||||
14 | Excavate oversite, average 150mm deep, to remove top soil | 5 | m³ | |||
15 | 1.3 | Excavating, starting at site strip level, maximum depth | ||||
16 | not exceeding 600mm | 10 | m³ | |||
17 | 1.4 | Trenches to receive concrete footing in foundations | 10 | m³ | ||
18 | 1.5 | Excavating starting at site strip level, maximum depth | ||||
19 | not exceeding 300mm | |||||
20 | pit (15 Nr) | 20 | m³ | |||
21 | 1.6 | Excavating, rock in trenches and pit | ||||
22 | latrite rocks (PROVISIONAL) | 7 | m³ | |||
23 | 1.7 | gabro rocks (PROVISIONAL) | 7 | m³ | ||
24 | SUB TOTAL | - | ||||
25 | FILLING AND DISPOSAL | |||||
26 | Depositing and compacting in layers, maximum 200mm thick | |||||
27 | 1.8 | selected materials arising from excavations, to | ||||
28 | excavations | 9 | m³ | |||
29 | 1.9 | Make up levels under floors | 10 | m³ | ||
30 | SUB TOTAL | - | ||||
31 | HARDCORE OR GRANULAR FILLING | |||||
32 | 1.10 | Hard Core Filling | ||||
33 | making up levels; depositing and compacting in layers | |||||
34 | average 150mm thick | 6 | m² | |||
35 | 1.11 | Dispose of surplus excavated materials | 7 | m³ | ||
36 | TREATMENT OF SURFACES | |||||
37 | 1.12 | Surface Treatments | ||||
38 | Surfaces of hardcore | |||||
39 | blinding surface with fine graded material | 20 | m2 | |||
40 | 1.13 | Visqueen 1000g polythene damp proof membrane with | ||||
41 | double welt folded joints, laid on blinded hardcre. | 20 | m2 | |||
42 | 1.14 | Level and compact the bottom of excavation | 9 | m2 | ||
43 | IN- SITU CONCRETE | |||||
44 | In- situ plain concrete (1:4:8 mix) ; medium workability and | |||||
45 | slump to elements as per drawings | |||||
46 | 1.15 | Blinding under column pads | ||||
47 | 50mm thick | 0.75 | m2 | |||
48 | In- situ plain concrete (1:3:6 mix) ; medium workability and | |||||
49 | slump to elements as per drawings | |||||
50 | 1.16 | foundation footing , generally (150mm thick) | 2 | m3 | ||
51 | In- situ Reinforced concrete,grade C2OP (1:2:4 mix) ; medium | |||||
52 | workability and slump to elements as per drawings | |||||
53 | 1.17 | attached columns and bases | 6 | m3 | ||
54 | 1.18 | septic tank slab | 3 | m3 | ||
55 | In- situ plain concrete (1:3:6 mix) ; medium workability and | |||||
56 | slump to elements as per drawings | |||||
57 | 1.19 | Slab | 6 | m3 | ||
58 | Ribbed high yield bar reinforcement, bent straight or hooked | |||||
59 | including spacers and tying wire | |||||
60 | General reinforcement | |||||
61 | 1.20 | ribbed bars; 12mm diameter | 1 | t | ||
62 | 1.21 | ribbed bars; 6mm diameter | 0.5 | t | ||
63 | Sawn formwork | |||||
64 | flat surfaces | |||||
65 | 1.22 | vertical side (columns) | 16 | m2 | ||
66 | 1.23 | vertical side (slab) | 14 | m2 | ||
67 | Precast sandcrete solid block walling and jointed in | |||||
68 | cement: sand motar 1.6 mix, laid in streacher bond, finished | |||||
69 | smooth and pointing with flush joints both sides | |||||
70 | 1.24 | trench 225mm thick walls | 30 | m2 | ||
71 | 1.25 | pit, 225mm thick walls | 25 | m2 | ||
72 | 1.26 | Finishings in Foundations | ||||
73 | Cement and sand (1:6) render, smooth trowelled finish, to | |||||
74 | Blockwall and concrete surfaces, 12mm thick | 20 | m² | |||
75 | 1.27 | Painting in Foundations | ||||
76 | Prepare and apply two coats black bituminous paint, to | |||||
77 | Rendered surfaces, externally | 20 | m² | |||
78 | Sundries | |||||
79 | 1.28 | Disposal of water | ||||
80 | keeping the surface of the site and the excavations | |||||
81 | free of water | 1 | Item | |||
82 | SUBTOTAL | - | ||||
83 | Total SUBSTRUCTURE | - | ||||
84 | Carried to Summary | |||||
85 | 2.0 | BLOCKWORK | ||||
86 | Precast sandcete solid block (1:6) bedded and jointed in | |||||
87 | cement mortar (1:6), in | |||||
88 | 2.1 | 150mm thick walls | 100 | m2 | ||
89 | 2.2 | 100mm thick lourves ventilation block walls | 2 | m2 | ||
90 | Total BLOCK WORK | |||||
91 | Carried to Summary | - | ||||
92 | 3.0 | CONCRETE WORK | ||||
93 | Reinforced in-situ concrete (1:2:4-19mm aggregate), including | |||||
94 | reinforcement and formwork in: | |||||
95 | 3.1 | horizontal beams | 1.5 | m3 | ||
96 | 3.2 | Lintels | 2.2 | m3 | ||
97 | 3.3 | Columns | 4.5 | m3 | ||
98 | Ribbed high yield bar reinforcement, bent straight or hooked | |||||
99 | including spacers and tying wire | |||||
100 | General reinforcement | |||||
101 | 3.4 | ribbed bars; 12mm diameter | 2.5 | m3 | ||
102 | 3.5 | ribbed bars; 6mm diameter | 2 | m3 | ||
103 | Sawn formwork | |||||
104 | flat surfaces | |||||
105 | 3.6 | vertical side (columns and horizontal beams) | 55 | m3 | ||
106 | Total CONCRETE WORK | |||||
107 | Carried to Summary | - | ||||
108 | 4.0 | ROOFING | ||||
109 | Aluminium coated coloured box rib 5mm thick roofing sheet, | |||||
110 | side laps of one and a half rib; 150mm end laps, fixing with | |||||
111 | galvanized steel hock bolts and nuts drive screws, large | |||||
112 | washer, self tapping screws, roofing bolts, nuts and clips; | |||||
113 | bedding lap with approved lap sealant | |||||
114 | 4.1 | Sloping work, fixing at 1200mm centres to purlins | ||||
115 | spaced at 900mm centres | 20 | m2 | |||
116 | Seasoned Treated Hardwood structural Timber, size | |||||
117 | 4.2 | 50mm x 50mm, as | ||||
118 | ceiling joists | 60 | m | |||
119 | 50mm x 100mm, as | |||||
120 | 4.3 | Wall plate | 12 | m | ||
121 | 4.4 | Rafters | 22 | m | ||
122 | 50mm x 75mm, as | |||||
123 | 4.5 | purlins | 15 | m | ||
124 | 4.6 | Struts and braces | 15 | m | ||
125 | 50mm x 50mm, as | |||||
126 | 4.7 | Ceiling hangers | 17 | m | ||
127 | 25mm x 225 mm as | |||||
128 | 4.8 | Ceilings work as per the instruction of the engineer. Price include supply and installation of ceilings hard board, and related carpenter works | 10 | m2 | ||
129 | 4.9 | Fascia boards, chamfered | 20 | m | ||
130 | Total ROOFING | |||||
131 | Carried to Summary | - | ||||
132 | 5.0 | DOORS | ||||
133 | Provide and fix the following:- | |||||
134 | Standard section mild steel flush door comprising 2mm thick | |||||
135 | mild steel plates on both sides 50 x 100mm RHS as frames | |||||
136 | complete with heavy duty steel door lock and hinges, | |||||
137 | The item includes all materials, equipment, labor and quality | |||||
138 | control test according to industry & technical specifications and | |||||
139 | all ancillary works needed according to the drawings and | |||||
140 | instructions of the supervising Engineer, overall size: | |||||
141 | 5.1 | 900mm wide x 2100mm high | 3 | Nr | ||
142 | Ironmongery | |||||
143 | 5.2 | Brass butt hinges, 100mm | 9 | pair | ||
144 | 5.3 | Akale Union or similar approved 75mm upright cylinder | ||||
145 | mortice lock with 2-levers, complete with silver andonised | |||||
146 | lever furniture. | 8 | Nr | |||
147 | Total DOORS | |||||
148 | Carried to Summary | - | ||||
149 | 6.0 | PLUMBING AND TILING INSTALLATION | ||||
150 | Pipework, joints and support to the following cold water and | |||||
151 | Sanitary installations concealed uPVC service pipework to cold | |||||
152 | and sanitary installations including joints and supports to the | |||||
153 | Runnings lengths, to the following: | |||||
154 | 6.1 | Supply and install a vitreous china hand washbasin with pedestal, including single lever mixer tap, waste pipe, and necessary fixings, as per specified dimensions and manufacturer's standard, complete with all necessary connections to the water supply and drainage system. 600mm x 480mm. | 3 | Nr | ||
155 | 6.2 | Procure and installed with all accessories, including but not limited to, flush tanks, seats, hinges, and plumbing fittings, high-efficiency flushing mechanisms. Ensure that the installation site is adequately prepared, including the provision of necessary plumbing and drainage connections. Position the WC units according to manufacturer guidelines and specifications. Connect to the water supply and drainage systems, ensuring no leaks or obstructions in flow. Install and test the flushing system to ensure proper operation. | 3 | Nr | ||
156 | Total PLUMBING | - | ||||
157 | Carried to Summary | |||||
158 | 7.0 | FLOOR AND WALLS FINISHINGS | ||||
159 | Floor | |||||
160 | 7.1 | Cement and sand (1:3) screed on concrete floors, | ||||
161 | 50mm thick, to receive floor tiles | 15 | m² | |||
162 | 7.2 | Ceramic floor tiles; 300mm x 300mm x 8mm thick; laid in | ||||
163 | whole unit to regular pattern on screeded floor butt jointed | |||||
164 | and grouted in white cement mortar | 15 | m² | |||
165 | Walls | |||||
166 | Cement and sand (1:6) rendering to walls,12mm thick, | |||||
167 | 7.3 | internally | 75 | m2 | ||
168 | 7.4 | externally | 75 | m2 | ||
169 | 7.5 | White glazed ceramic wall tiles, 150mm x 150mm x 6mm thick; | ||||
170 | 1500mm high,fixed vertically to walls in regular pattern with | |||||
171 | ceramic tile fixer and jointed in white cement. | 25 | m² | |||
172 | Total FINISHINGS | |||||
173 | Carried to Summary | - | ||||
174 | 8.0 | PAINTING AND DECORATTING | ||||
175 | Prepare and apply three coats external quality emulsion paint,to | |||||
176 | 8.1 | externally rendered walls | 90 | liter | ||
177 | Prepare and apply three coats emulsion paint, to | |||||
178 | 8.2 | internally rendered walls and ventilation block wall | 108 | liter | ||
179 | Prepare and apply three coats oil based paint, to | |||||
180 | Total PAINTING | |||||
181 | Carried to Summary | - | ||||
182 | ||||||
183 | ||||||
184 | Item | Amount | ||||
185 | No | SLL | ||||
186 | SUMMARY | |||||
187 | ||||||
188 | POUR FLUSH TOILET | |||||
189 | ||||||
190 | 1.0 | SUBSTRUCTURE | - | |||
191 | ||||||
192 | 2.0 | BLOCK WORK | - | |||
193 | ||||||
194 | 3.0 | CONCRETE WORK | - | |||
195 | ||||||
196 | 4.0 | ROOFING | - | |||
197 | ||||||
198 | 5.0 | DOORS | - | |||
199 | ||||||
200 | 6.0 | PLUMBING AND TILING INSTALLATION | - | |||
201 | ||||||
202 | 7.0 | FLOOR AND WALLS FINISHINGS | - | |||
203 | ||||||
204 | 8.0 | PAINTING AND DECORATION | - | |||
205 | SUB-TOTAL | - | ||||
206 | ||||||
207 | ||||||
208 | Total cost including GST | - | ||||
209 | ||||||
210 | ||||||
211 | ||||||
212 | ||||||