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| Project: CONCRETE ROOF TILE FACTORY | ||||||||
| Owner: | ||||||||
| Contractor: | ||||||||
| Interim Payment : 003(Re.05) | ||||||||
| From: 03/09/2015 to 01/02/2016 | ||||||||
| PILE CUTTING CALCULATION SCHEDULE FOR GENERATOR ROOM | ||||||||
| No | Item | Item Number | Qn't / Item | Total Quantities | ||||
| (Pcs) | (Pcs) | (Pcs) | ||||||
| (a) | (b) | (c) | (d) | ( e ) = ( c )* ( d ) | ||||
| PILE CUTING FOR GENERATOR ROOM | ||||||||
| I. | Foundation | |||||||
| 1 | F1 (A-1) | 1 | 1 | 1 | ||||
| 2 | F1 (A-2) | 1 | 1 | 1 | ||||
| 3 | F1 (A-3) | 1 | 1 | 1 | ||||
| 4 | F1 (A-4) | 1 | 1 | 1 | ||||
| 5 | F1 (B-1) | 1 | 1 | 1 | ||||
| 6 | F1 (B-2) | 1 | 1 | 1 | ||||
| 7 | F1 (B-3) | 1 | 1 | 1 | ||||
| 8 | F1 (B-4) | 1 | 1 | 1 | ||||
| 9 | F1 (C-1) | 1 | 1 | 1 | ||||
| 10 | F1 (C-2) | 1 | 1 | 1 | ||||
| 11 | F1 (C-3) | 1 | 1 | 1 | ||||
| 12 | F1 (C-4) | 1 | 1 | 1 | ||||
| Sub-Total | 12 | |||||||
| SOIL EXCAVATION CALCULATION SCHEDULE FOR GENERATOR ROOM | |||||||
| No | Item | Item Number | DIMENSION | VOLUME | REMARK | ||
| pcs | W(m) | L(m) | H (m) | (m3) | |||
| (a) | (b) | ( c ) | ( d ) | ( e) | (f) | ( g= c x d x e x f ) | ( h) |
| Soil Excavation of Generator Room | |||||||
| I. | Foundation | ||||||
| 1 | F1 (A-1) | 1 | 1.60 | 1.60 | 2.40 | 6.144 | Offset 0.5m around working area |
| 2 | F1 (A-2) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 3 | F1 (A-3) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 4 | F1 (A-4) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 5 | F1 (B-1) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 6 | F1 (B-2) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 7 | F1 (B-3) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 8 | F1 (B-4) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 9 | F1 (C-1) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 10 | F1 (C-2) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 11 | F1 (C-3) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| 12 | F1 (C-4) | 1 | 1.60 | 1.60 | 1.50 | 3.840 | |
| Total | 48.384 | ||||||
| II. | Ground Slab | ||||||
| 1 | Pit(0.6x2.5x1.2) | 1 | 1.90 | 3.80 | 0.60 | 4.332 | Level of Existing Soil=10.00m |
| 2 | Pit(0.4x1.2x1.2) | 1 | 1.70 | 2.50 | 0.60 | 2.550 | |
| Total | 6.882 | ||||||
| Sub-Total | 55.266 | ||||||
| CRUSH STONE M30 CALCULATION SCHEDULE FOR GENERATOR ROOM | |||||||
| No | Item | Item Number |
DIMENSION | VOLUME | REMARK | ||
| pcs | W(m) | L(m) | H(m) | (m3) | |||
| (a) | (b) | ( c ) | ( d ) | ( e) | (f) | (g) =( c x d x e x f ) | ( h ) |
| Crushed Stone M30 at Generator Room | |||||||
| I. | Foundation | 1.80 | |||||
| 1 | F1 (A-1) | 1 | 1 | 1 | 0.15 | 0.150 | Offset 0.2m around working area |
| 2 | F1 (A-2) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 3 | F1 (A-3) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 4 | F1 (A-4) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 5 | F1 (B-1) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 6 | F1 (B-2) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 7 | F1 (B-3) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 8 | F1 (B-4) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 9 | F1 (C-1) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 10 | F1 (C-2) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 11 | F1 (C-3) | 1 | 1 | 1 | 0.15 | 0.150 | |
| 12 | F1 (C-4) | 1 | 1 | 1 | 0.15 | 0.150 | |
| II. | Ground Slab and Beam | 36.980 | |||||
| 1 | Slab Area | 1 | 8.60 | #### | 0.25 | 36.980 | Offset 0.2m around working area |
| Sub-Total | 38.780 | ||||||
