Anayo Beme

BILL OF ENGINEERING MEASUREMENT AND EVALUATION (BEME) FOR ONE STOREY MINISHOPPING COMPLEX STRUCTURAL WORKS & FINISHES DESCRIPTION QTY UNIT

S/N A SUB-STRUCTURE PLANT 1 Allow for bringing and removal from site of all associated plants. 2 Allow for maitenance on site of all associted plants for this work EXCAVATION AND EARTHWORKS 1 Clear site of all shrubs,bushes, undergrowth, small trees & remove all debris from site. 2 Excavate oversite average 150mm deep to remove vegetable topsoil 3 Excavate foundation trench starting at stripped level, max. depth not exceding 1.5m 4 Ditto, for column bases 5 Backfill & compact selected excavated material around foundation 6 Level and compact bottom of excavation to receive concrete 7 Laterite filling to make up level average depth 750mm 8 Ditt0, 150mm consolidated bed of hardcore filling spread and blinded with fine sand to receive concrete CONCRETE WORK Plain in-situ concrete (1:3:6-20mm aggregate) 1 Blinding bed in foundation trench and column bases not exceeding 50mm thick 2 Foundation trenches 150-300mm thick poured against surfaces of excavation Reinforced in-situ concrete (vibrated & well placed) (1:2:4-20mm aggregate) 3 Column bases (300mm thick) 4 Column starters 5 150mm thick mass floor slab (1:3:6) REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers 1 Column bases 2 Column starters

RATE

AMOUNT

lump sum

30,000.00

lump sum

30,000.00

400.00

m2

50

20,000.00

200.00

m2

25

5,000.00

91.35 11.00

m3 m3

750 750

68,512.50 8,250.00

64.06

m3

500

32,030.00

169.11

m2

250

42,277.50

126.83

m3

1500

190,245.00

nil

m3

nil

8.00

m3

28500

228,085.50

18.23

m3

28500

519,555.00

3.04 11.57 25.37

m3 m3 m3

35000 35000 28500

106,400.00 404,950.00 723,045.00

0.52 0.67

tonnes tonnes

245000 245000

127,400.00 164,150.00

Carried forward

3

1 2

1

2,699,900.50

Brought forward B.R.C Fabric square mesh reinforcement to BS: 4483 ref A143 single layer laid in bed (measured net-allowance made for laps) 169.11 FORMWORK Sawn hardwood formwork to Vertical sides of column starters (section 225x 40.00 225mm) Edges of floor bed not exceeding 300mm 65.00 BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 225mm wall 150.00

2,699,900.50

m2

1200

202,932.00

m2

1700

68,000.00

m

750

48,750.00

m2

2400

360,000.00

Sub-structure work Carried to summary B SUPER STRUCTURE (Ground Floor) CONCRETE WORK Reinforced in-situ concrete (vibrated & well placed) (1:2:4-20mm aggregate) 1 Square columns (0.03 - 0.20m2 sectional area) 2 Lintel 3 Floor beams 4 Suspended floor slab(s) not exceeding 175mm thick 5 Staircase REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers 1 Columns 2 Beams and lintel 3 Slab 4 Staircase FORMWORK Sawn hardwood formwork to 1 Vertical sides of columns (section 225x225mm) 2 Sides and soffits of beams and lintel 3 Horizontal soffit of Slab 4 Sloping soffit of staircase BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 1 225mm wall

3,379,582.50

6.68 5.40 8.08

m3 m3 m3

35000 35000 35000

233,800.00 189,000.00 282,800.00

26.24 1.79

m3 m3

35000 35000

918,400.00 62,650.00

0.87 1.65 2.17 0.19

tonnes tonnes tonnes tonnes

245000 245000 245000 245000

213,150.00 404,250.00 531,650.00 46,550.00

85.00 225.13 146.00 7.50

m2 m2 m2 m2

1700 1800 2100 2100

144,500.00 405,234.00 306,600.00 15,750.00

288.00

m2

2400

691,200.00

Super structure(G-Floor) Carried to summary

C SUPER STRUCTURE (First Floor) CONCRETE WORK Reinforced in-situ concrete (vibrated & well placed) (1:2:4-20mm aggregate) 1 Square columns (0.03 - 0.20m2 sectional area) 2 Lintel 3 Floor beams 4 Concrete Fascia (parapet) REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers 1 Columns 2 Beams and lintel 3 Concrete Fascia (parapet) FORMWORK Sawn hardwood formwork to 1 Vertical sides of columns (section 225x225mm) 2 Sides and soffits of beams and lintel 3 Concrete Fascia (parapet) BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 1 225mm wall

4,445,534.00

6.68 5.40 7.29 4.49

m3 m3 m3 m3

36000 36000 36000 36000

240,480.00 194,400.00 262,440.00 161,640.00

0.55 1.14 0.20

tonnes tonnes tonnes

245000 245000 245000

134,750.00 279,300.00 49,000.00

85.00 202.00 33.72

m2 m2 m2

1700 1800 3100

144,500.00 363,600.00 104,532.00

338.00

m2

2400

811,200.00

Super structure(First Floor) Carried to summary D ROOF & INSTALLATIONS ROOFING WOOD Sawn hardwood polished with solignum wood preservative 1 50 x 100mm hardwood (rafters) 2 50 x 150mm hardwood (tie beam/wall plate) 3 50 x 50mm hardwood (noggins& purlins) ROOFING SHEETS 1 Stone coated roofing sheets (melano black 0.45) 2 Roofing accessories & installation E 1 2

PLUMBING & MECHANICAL INSTALLATION Allow a provisional sum of 300,000 for all piping work associated with plumbing installation. Allow a provisional sum of 400000 for the construction of soak-away pit, septic tank and

2,745,842.00

1085.20 195.00 1935.70

m m m

325 500 250

352,690.00 97,500.00 483,925.00

392.00 78.40

m2 m2

3000 2700

1,176,000.00 211,680.00

lump sum

300,000.00

associated chambers.

lump sum

400,000.00

Roof and Installations carried forward

3,021,795.00

Roof and Installations brought forward

3,021,795.00

ELECTRICAL INSTALLATION Allow a provisional sum of 400000 for all electrical installation (piping work)

lump sum

300,000.00

Roof and Installations carried to summary F

1 2 1 1 2 1

1 2 3 4

FINISHES PLASTERING/SCREEDING Insitu wall finishes, cement and sand (1:6) rendered and trowolled smooth 15mm thick on blockwall Ditto but for slab soffit (1:4) Floor screed, cement and sand (1:8) 40mm thick floor screed TILING High quality vitrified floor tiles(400x400mm) in cement and sand (1:3) screeded bed High quality wall tiles(200x400mm) POP Pop ceiling finishing of approved design/ cornices. WINDOWS Tower Casement windows with aluminium pipe buglary proofing & mosquito net size 600x750mm size 750x1500mm size 900x4500mm (curtain wall) Window dressing (internal & external) Roof and Installations carried to summary

3,321,795.00

1012.50 146.00

m2 m2

700 800

708,750.00 116,800.00

316.00

m2

700

221,200.00

316.00 227.50

m2 m2

2100 2100

663,600.00 477,750.00

292.00

m2

2700

788,400.00

8.00 31.00 4.00 410.2

no no no m

12000 31000 100000 200

96,000.00 961,000.00 400,000.00 82,040.00 4,515,540.00

SUMMARY SUB-STRUCTURE WORK

3,379,582.50

SUPER STRUCTURE (GROUND FLOOR)

4,445,534.00

SUPER STRUCTURE (FIRST FLOOR)

2,745,842.00

ROOF AND INSTALLATIONS

3,321,795.00

FINISHES

4,515,540.00

SUMMARY

18,408,293.50

BILL OF ENGINEERING MEASUREMENT AND EVALUATION (BEME) FOR ONE STOREY MINI-SHOPPING COMPLEX STRUCTURAL WORKS & FINISHES QTY UNIT

S/N A 1 2 3 4 5 6 7 8 9

1 2 3

4 5 6 7 8

1 2

DESCRIPTION SUB-STRUCTURE PLANT Allow for bringing and removal from site of all associated plants. Allow for maitenance on site of all associted plants for this work Allow for monitoring by Development Control Dvision. Allow for geophysical investigation and sinking of borehole. Allow for soil test. Allow for anti-termite treatment Allow for provision and erection of project signboard Allow for material testing (Concrete and reinforcement) Allow for demolition and removal of debris of existing building EXCAVATION AND EARTHWORKS Clear site of all shrubs,bushes, undergrowth, small trees & remove all debris from site. 354.00 Excavate oversite average 150mm deep to remove vegetable topsoil 200.00 Excavate foundation trenches except rock to a maximum depth not exceeding 1.5m, haul exc 80.88 material to any distance. Ditto, for column bases 9.00 Backfill & compact selected excavated material around foundation 116.00 Level and compact bottom of excavation to receive concrete 77.00 Laterite filling to make up level average depth 750mm 80.00 Provide and place 300mm consolidated bed 40.0 of hardcore. CONCRETE WORK Plain in-situ concrete (1:3:6-20mm aggregate) Provide, mix and place blinding concrete C15 (50mm thickness) for foundation trenches and column 77.00 Prrovide, mix and place mass floor concrete. 18.00

RATE

AMOUNT

100,000.00 80,000.00 30,000.00 Provisional sum 150,000.00

Lump Sum Lump Sum Lump sum Lump Sum Lump Sum Lump Sum

1,000,000.00 150,000.00 30,000.00 100,000.00 80,000.00 180,000.00

m2

80

28,320.00

m2

25

5,000.00

m3

1500

121,320.00

m3

1500

13,500.00

m3

1500

174,000.00

m2

500

38,500.00

m3 m3

1000 2700

80,000.00 108,000.00

m2 m3

900 38000

69,300.00 684,000.00

3 4

1 2

Reinforced in-situ concrete (vibrated & well placed) (1:2:4-20mm aggregate) Ditto (2) for column bases (350mm thick) Ditto (2) for column starter (225mmx225mm) REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers Column bases Column starters

9.00 2.00

m3 m3

38000 38000

342,000.00 76,000.00

0.52 0.67

tonnes tonnes

245000 245000

127,400.00 164,150.00

Carried forward

3

1

1

Brought forward B.R.C Fabric square mesh reinforcement to BS: 4483 ref A143 single layer laid in bed (measured net-allowance made for laps) 169.11 FORMWORK Sawn hardwood formwork to Vertical sides of column starters (section 225x 36.00 225mm) BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 225mm wall 160.00

3,931,490.00

3,931,490.00

m2

2000

338,220.00

m2

2000

72,000.00

m2

2800

448,000.00

Sub-structure work Carried to summary B

1 2 3 4 5

1 2 3

SUPER STRUCTURE (Ground Floor) CONCRETE WORK Reinforced in-situ concrete (Well placed & properly vibrated ) (1:2:4-20mm aggregate) Square columns 225mm x 225mm 5.00 Lintel 10.00 Floor beams 6.00 Suspended floor slab(s) not exceeding 175mm thick 20.00 Staircase 2.00 REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers Columns 0.87 Beams and lintel 1.65 Slab 2.17

4,789,710.00

m3 m3 m3

38000 38000 38000

190,000.00 380,000.00 228,000.00

m3 m3

38000 38000

760,000.00 76,000.00

tonnes tonnes tonnes

245000 245000 245000

213,150.00 404,250.00 531,650.00

4 1 1 2 3 4

1

Staircase FORMWORK Marine Plywood formwork Vertical sides of columns (section 225x225mm) Sides and soffits of beams and lintel Horizontal soffit of Slab Sloping soffit of staircase Vertical sides of columns (section 225x225mm) BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 225mm wall

0.19

tonnes

245000

46,550.00

85.00 180.00 110.00 8.64 62.00

m2 m2 m2 m2 m2

1700 3800 3800 3800 3800

144,500.00 684,000.00 418,000.00 32,832.00 235,600.00

320.00

m2

2800

896,000.00

Super structure(G-Floor) Carried to summary

C

1 2 3 4

1 2 3

1 2 3

1

SUPER STRUCTURE (First Floor) CONCRETE WORK Reinforced in-situ concrete (vibrated & well placed) (1:2:4-20mm aggregate) Square columns 225mmx225mm Lintel Roof beams Concrete Fascia REINFORCEMENT WORK High tensile steel bars including bends, hooks, tying wires, distance blocks & spacers Columns Beams and lintel Concrete Fascia FORMWORK Marine plywood formwork Vertical sides of columns (section 225x225mm) Sides and soffits of beams and lintel Concrete Fascia (parapet) BLOCKWORK Sandcrete hollow blockwork bedded and jointed in cement and sand mortar (1:6) 225mm wall

Super structure(First Floor) Carried to summary

5,240,532.00

5.00 10.00 6.00 2.50

m3 m3 m3 m3

38000 38000 38000 38000

190,000.00 380,000.00 228,000.00 95,000.00

0.55 1.14 0.20

tonnes tonnes tonnes

245000 245000 245000

134,750.00 279,300.00 49,000.00

62.00 180.00 18.00

m2 m2 m2

3800 3800 3800

235,600.00 684,000.00 68,400.00

280.00

m2

2800

784,000.00

3,128,050.00

D

1 2 3 1 2 E 1 2

1

ROOF & INSTALLATIONS ROOFING WOOD Sawn hardwood polished with solignum wood preservative 50 x 100mm hardwood (rafters) 1100.00 50 x 150mm hardwood (tie beam/wall plate) 240.00 50 x 75mm hardwood (noggins& purlins) 1800.00 ROOFING SHEETS Stone coated roofing sheets 372.00 Roofing accessories & installation 78.40

m m m

400 500 300

440,000.00 120,000.00 540,000.00

m2 m2

5200 2700

1,934,400.00 211,680.00

Lump sum

600,000.00

Lump sum

500,000.00

PLUMBING & MECHANICAL INSTALLATION Provide and Install all plumbing works associated with plumbing installations. Allow for the construction of soak-away, septic tank and all associated chambers.

Roof and Installations carried forward

4,346,080.00

Roof and Installations brought forward

4,346,080.00

ELECTRICAL INSTALLATION Provide and Install all electrical works associated with electrical installations.

Lump sum

Roof and Installations carried to summary F

1 2 1 1 2 1

FINISHES PLASTERING/SCREEDING Insitu wall finishes, cement and sand (1:6) rendered and trowolled smooth 25mm thick on blockwall Ditto but for slab soffit Floor screed, cement and sand (1:8) 50mm thick floor screed TILING (Marbles) High quality Marbles (600x300mm) in cement and sand (1:3) screeded bed High quality wall tiles(200x400mm) POP Pop ceiling finishing of approved design/

700,000.00 5,046,080.00

1050.00 250.00

m2 m2

1400 1600

1,470,000.00 400,000.00

180.00

m2

1800

324,000.00

130.00 340.00

m2 m2

15000 2400

1,950,000.00 816,000.00

1 2 3

cornices. 292.00 WINDOWS Tower Casement windows with aluminium pipe buglary proofing & mosquito net size 600x750mm 8.00 size 750x1500mm 31.00 Window dressing (internal & external) 410.2 Roof and Installations carried to summary

m2

2700

788,400.00

no no m

12000 31000 200

96,000.00 961,000.00 82,040.00 6,887,440.00

SUMMARY SUB-STRUCTURE WORK

4,789,710.00

SUPER STRUCTURE (GROUND FLOOR)

5,240,532.00

SUPER STRUCTURE (FIRST FLOOR)

3,128,050.00

ROOF AND INSTALLATIONS

5,046,080.00

FINISHES

6,887,440.00

SUMMARY

25,091,812.00