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Sample Costing for a 2 Storey Building, Schemes and Mind Maps of Mechanics of Materials

University of Manila (UM)Mechanics of Materials

Sample Costing for a 5 Million Two-Storey Residential Building

Typology: Schemes and Mind Maps

2022/2023

Uploaded on 12/28/2023

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BILL OF QUANTITIES AND MANPOWER
A. FOUNDATION
S.N DESCRIPTION QUANTITY UNIT
RATE
TOTALAMOUNT
1SITECLEARING(STORE
HOUSE)
50,000
2EXCAVATIONAND
TRENCHES
100,000
3SANAGASAND 20TONS 180,000
4OTHERSAND(SABLE
CARRIERE)
20TONS 150,000
5GRAVEL5/15 10TONS 240,000
6GRAVEL15/25 10TONS
7TIMBERBOARD(planche) 60 3000 180,000
8Batten(latte) 50 1000 50,000
9Nails80(pointe80) 5PACKETS 3500 17,500
10 BLOCK20 1300 350 455,000
11 ROD10 35 4900 171,500
12 ROD8 8 3200 25,600
13 ROD6 10 1800 18,000
14 Fasteningwire(fild’attache) 10 1000 10,000
15 CEMENT42.5R 35 6000 210,000
16 WaterFACILITIES(BIG
BARREL)
50,000
17 SPADE(PELLE) 5 3500 17,500
18 Buildingstring(ficelle) 03 1000 3000
19 BUCKET 10 1000 10,000
20 WHEELBARROW(brouette) 2 23000 46,000
MATERIALCOST 2,03,000FCFA
MANPOWERCOST 700,000FCFA
TOTALOFFOUNDATION 2,700,000CFA
REMARK:Wetookintoconsiderationthefollowings:
Groundbeamreinforcement4HA10section20×20
Columnreinforcement4HA10+2HA8section15×30
Footingsection80×80 reinforcement6HA10×6HA10
pf2

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BILL OF QUANTITIES AND MANPOWER

A. FOUNDATION

S .N DESCRIPTION QUANTITY UNIT

RATE

TOTAL AMOUNT

1 SITE CLEARING (STORE

HOUSE)

2 EXCAVATION AND

TRENCHES

3 SANAGA SAND 20TONS 180,

4 OTHER SAND( SABLE

CARRIERE)

20TONS 150,

5 GRAVEL 5/15 10TONS 240 ,

6 GRAVEL 15 /25 10TONS

(^7) TIMBER BOARD(planche) 60 3000 180, (^8) Batten(latte) 50 1000 50, (^9) Nails 80 (pointe80) 5PACKETS 3500 17, (^10) BLOCK20 1300 350 455, (^11) ROD 10 35 4900 171, (^12) ROD8 8 3200 25, (^13) ROD6 10 1800 18, (^14) Fastening wire (fil d’attache) 10 1000 10, (^15) CEMENT 42.5R 35 6000 210, (^16) Water FACILITIES(BIG BARREL)

17 SPADE (PELLE) 5 3500 17,

(^18) Building string (ficelle) 03 1000 3000 (^19) BUCKET 10 1000 10, (^20) WHEELBARROW (brouette) 2 23000 46, MATERIAL COST 2,03 ,000 FCFA MANPOWER COST 700,000 FCFA TOTAL OF FOUNDATION 2,700,000 CFA

REMARK: We took into consideration the followings:

 Ground beam reinforcement 4HA10 section 20×

 Column reinforcement 4HA10+2HA8 section 15×

 Footing section 80×80 reinforcement 6HA10×6HA

B. ELEVATION GROUND FLOOR

S.N DESCRIPTION QUANTITY UNIT RATE TOTAL AMOUNT

1 BLOCK15 3000 250 750,

2 CEMENT42.5R 50 6000 300,

3 WATER FACILITIES 50,

4 TIMBER BOARD(15cm) 20 2500 50,

5 ROD^10 30 4900 147,

6 ROD8^30 3200 96,

7 ROD6^20 1800 36,

8 Fastening^ wire^ (fil^ d’attache)^10 1000 10 ,

9 Nails^80 (pointe80)^5 3500 17,

10 SAND^ SANAGA^20 TONS 180,

11 CLAMPS(Serrre-joint)^6 5000 30,

12 DECORATION^ PILLAR^6 30,000 180,

MATERIAL COST 1,736,500 CFA

MANPOWER COST 550,000 CFA

TOTAL OF BLOCK LAYING 2,346,000 CFA

C. DECKING WORK (SLAB)

S.N DESCRIPTION QUANTITY UNIT RATE TOTAL AMOUNT

1 Hollow bloc (hourdis)

2 TIMBER BOARD(15cm)

3 TIMBER BOARD

4 Batten(latte)

5 ROD^10

6 ROD

7 ROD

8 Fastening^ wire^ (fil^ d’attache)

9 Nails^80 (pointe80)^3

10 CONCRETE^ NAILS^80

11 POLES^300

MATERIAL COST

MANPOWER COST

TOTAL OF BLOCK LAYING