Saturday, August 17, 2019

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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














































































































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Monthly Report

 Click here for Download file Monthly Progress Report



Item Description  Previous month
MAY 2019 		  This Month
JUNE 2019 		  Next to Month
JULY 2019 
1 INITIAL WORKS



Mobilization 100.00%
100.00%

Setting Out 100.00%
100.00%

Site clearing, grading area for temporary facilities 100.00%
100.00%

Temporary access road and drainage 100.00%
100.00%


100.00%
100.00%
2 CONSTRUCTION FACILITIES AND TEMPORARY WORKS 100.00%
100.00%

Temporary site office for Pisnoka (1 container 24 feet, rental fee) 100.00%
100.00%

Temporary storage (2 container 24 feet, rental fee) 100.00%
100.00%

Labor camps/domitory (Land area provided by clients, camp) 100.00%
100.00%

Accomdation for managers and supervisors (home rental) 100.00%
100.00%

Temporary guard house (1 labor camp, 1 at job site) 100.00%
100.00%

Temporary toilet for labors (3mx5m) 100.00%
100.00%

Temporary toilet for staff 100.00%
100.00%

Temporary workshop for rebar(12mx10m) 100.00%
100.00%

Temporary workshop for formwork(12mx10m) 100.00%
100.00%

Temporary parking area 100.00%
100.00%

Grand House


I. STRUCTURAL WORKS-follow new update structural drawing 100.00%
100.00%
A. Piling Works 100.00%
100.00%
1 PC Pile 300x300mm , Bottom pile L= 23.0m depth 100.00%
100.00%
2 Pile top cut-off for PC Pile 300mmx300mm as required level 100.00%
100.00%
B. Earthwork-follow new update structural drawing 100.00%
100.00%
1 Soil excavation for slab, lift pit, pile cap, underground beam, water tank 100.00%
100.00%
2 Sandy backfilling and compaction 100.00%
100.00%
3 soil Disposal 100.00%
100.00%
4 Lean concrete,50mm thk (pile cap, ground beam and ground floor slab, water tank) 100.00%
100.00%
5 Compacted coarse sand/crushed stone M30, thk100mm 100.00%
100.00%
6 Plastic sheet 100.00%
100.00%
7 Anti-Termite Granules (slab) 100.00%
100.00%
C. Substructure Concrete Works- follow new update structural drawing 100.00%
100.00%
1 Concrete: fcyl=28MPa 100.00%
100.00%

RC pile cap 100.00%
100.00%

RC stump column 100.00%
100.00%

RC wall lift pit 100.00%
100.00%

Water tank (10.70x10.60m - H=1.450) 100.00%
100.00%
D. Supertructure Concrete Works 100.00%
100.00%

Floor Level 1 (Ground ) 100.00%
100.00%
1 Concrete: fcyl=28MPa 100.00%
100.00%

RC Beam 100.00%
100.00%

RC slab 100.00%
100.00%

RC column 100.00%
100.00%

RC wall 100.00%
100.00%

RC at loading are (Ramp) 100.00%
100.00%

RC Parapet Wall thk=100mm for molding 100.00%
100.00%

RC Internal Staircase 100.00%
100.00%

RC External Staircase including brick wall support 100.00%
100.00%

brick 10cm support concrete 100.00%
100.00%

brick 20cm support concrete 100.00%
100.00%
4 Post Tension Cable 100.00%
100.00%

Floor Level 2 100.00%
100.00%

RC Beam 100.00%
100.00%

RC slab 100.00%
100.00%

RC column 100.00%
100.00%

RC wall 100.00%
100.00%

RC Parapet Wall thk=100mm for molding 100.00%
100.00%

RC Staircase 100.00%
100.00%

RC Gutter 100.00%
100.00%
4 Post Tension Cable 100.00%
100.00%

Floor Level 3 100.00%
100.00%

RC Beam 100.00%
100.00%

RC slab 100.00%
100.00%

RC column 100.00%
100.00%

RC wall 100.00%
100.00%

RC Parapet Wall thk=100mm for molding 100.00%
100.00%

RC Gutter 100.00%
100.00%
4 Post Tension Cable 100.00%
100.00%

Roof Floor Level 3 100.00%
100.00%

RC Beam 100.00%
100.00%

RC Parapet Wall thk=100mm for molding 100.00%
100.00%

RC Gutter 100.00%
100.00%
E. Structural Steel Works 100.00%
100.00%

Roof level 1 100.00%
100.00%
1 Roof tile 100.00%
100.00%
2 Purlin 100.00%
100.00%

Roof level 2 100.00%
100.00%
1 Roof tile 100.00%
100.00%
2 Purlin 100.00%
100.00%

Roof level 3 100.00%
100.00%
1 Roof tile 100.00%
100.00%
2 Purlin 100.00%
100.00%
II. ARCHITECTURAL WORKS


A Masonry works



Floor Level 1 (Ground )


1 Single layer of Brick Wall 75mm thick masonry hollow brick wall with solid brick cross laid 10.00% 10.00% 20.00%
2 Double layers of brick wall 75mm thk. 10.00% 10.00% 20.00%
3 Double layers of brick wall 75mm thk. with air space 20cm. 10.00% 10.00% 20.00%
4 Lintel/stud column for brick wall length > 4m, height >4m, wall end, & wall corner 10.00% 10.00% 20.00%

horizontal lintel 100x120mm for single brick 75mm 10.00% 10.00% 20.00%

Vertical lintel 100x400mm for double brick 75mm with air space 200mm 10.00% 10.00% 20.00%

Floor Level 2


1 Single layer of Brick Wall 75mm thick masonry hollow brick wall with solid brick cross laid 0.00% 0.00% 0.00%
2 Double layers of brick wall 75mm thk. 0.00% 0.00% 0.00%
3 Double layers of brick wall 75mm thk. with air space 20cm. 0.00% 0.00% 0.00%
4 Lintel/stud column for brick wall length > 4m, height >4m, wall end, & wall corner 0.00% 0.00% 0.00%

horizontal lintel 100x120mm for single brick 75mm 0.00% 0.00% 0.00%

Floor Level 3 0.00% 0.00% 0.00%
1 Single layer of Brick Wall 75mm thick masonry hollow brick wall with solid brick cross laid 0.00% 0.00% 0.00%
2 Double layers of brick wall 75mm thk. 0.00% 0.00% 0.00%
3 Double layers of brick wall 75mm thk. with air space 20cm. 0.00% 0.00% 0.00%
4 Lintel/stud column for brick wall length > 4m, height >4m, wall end, & wall corner 0.00% 0.00% 0.00%

horizontal lintel 100x120mm for single brick 75mm 0.00% 0.00% 0.00%
B Plastering works



Floor Level 1 (Ground ) 0.00% 0.00% 0.00%
1 Internal plastering 15mm thk. for wall, opening area, column 0.00% 0.00% 0.00%
2 External plastering 15mm thk. for brick wall, column 0.00% 0.00% 0.00%

Floor Level 2 0.00% 0.00% 0.00%
1 Internal plastering 15mm thk. for wall, opening area, column 0.00% 0.00% 0.00%
2 External plastering 15mm thk. for brick wall, column 0.00% 0.00% 0.00%

Floor Level 3 0.00% 0.00% 0.00%
1 Internal plastering 15mm thk. for wall, opening area, column 0.00% 0.00% 0.00%
2 External plastering 15mm thk. for brick wall, column 0.00% 0.00% 0.00%
C Floor/wall tile works/Skirting



Labor cost only : cement mortar is included; excluded tile material & tile joint grouting , tile adhesive-glue



Floor 1



F8,F12,F13,-Ceramic floor tile 600x600 0.00% 0.00% 0.00%

F6,F7-Ceramic floor tile 300x300 0.00% 0.00% 0.00%

3, 5- Ceramic wall tile 300X300;300X600 0.00% 0.00% 0.00%

Ceramic tile for stair 0.00% 0.00% 0.00%

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