This document provides a bill of quantities for a fence and boundary wall project. It includes estimates for site clearance, excavation, backfilling, formwork, reinforced concrete, blockwork, damp proofing, renderings, metal gates, and painting. The total estimated cost for all materials and labor across four project elements - substructure, frame and walling, finishing, and painting/decorations - is 43,262,800 Tanzanian Shillings.

1. QTY UNIT RATE AMOUNT UNIT
BILL NR 1: FENCE AND BOUNDARY WALL
ELEMENT NR. 1: SUBSTRUCTURE
SITE CLEARANCE
Removing bushes, shrubs, trees, etc.
Clearing the site; grubbing up roots, bushes, shrub, undergrowth
or the like; small trees not exceeding 600 mm girth
1519 SM 200 303,800.00
EXCAVATION
Surfaces
Average 150 mm deep; to remove vegetable soil 1519 SM 200 303,800.00
Trenches; to receive foundations; starting from reduced level
Not exceeding 1.5 m deep 81 CM 5,000 405,000.00
Pits; to receive foundations; starting from reduced level
Not exceeding 1.5m deep 21 CM 5,000 105,000.00
BACKFILL AND DISPOSAL
Approved imported granular materials
Backfilling into foundations; depositing and compacting in layers
maximum 200 mm thick 58 CM 5,000 290,000.00
Earth filling; select sand imported material; 200 mm thick;
depositing and compacting in layers to make up levels 0 CM 18,500 0.00 0 CM
1,407,600.00 0.00
LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
Carried Forward

2. QTY UNIT RATE AMOUNT UNIT LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
1,407,600.00 0.00
Surplus excavated material
Removing from site 44 CM 14,500 638,000.00
PLANKING AND STRUTTING
Generally
To sides of excavations 1 Item 200,000.00
DISPOSAL OF WATER
Generally
Keeping excavations free from all water including spring and
running water 1 Item 200,000.00
Add: Labour earthworks 1,838,000
2,445,600.00 1,838,000.00
Brought Forward
Carried Forward

3. QTY UNIT RATE AMOUNT UNIT LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
2,445,600.00 1,838,000.00
INSITU CONCRETE; REINFORCED
Normal; grade C20; vibrated
Column bases irrespective of thickness 7 CM 280,000 1,960,000.00
Column; irrespective of thickness 1 CM 280,000 280,000.00
Beds; 100 mm thick 0 SM 28,000 0.00
Ground beams 7 CM 280,000 1,960,000.00
Steps, staircases or strings 0 CM 280,000 0.00
Walls; 230mm thick 0 CM 280,000 0.00
Raft foundation; 500mm thick 0 CM 280,000 0.00
Irrespective of item:
a) Cement (42.R); 50kg 99 BGS
b) Sand 6 CM
c)Aggregates 13 CM
Add: Labour casting concrete 504,000
6,645,600.00 2,342,000.00
Brought Forward
Carried Forward

4. QTY UNIT RATE AMOUNT UNIT LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
6,645,600.00 2,342,000.00
REINFORCEMENT
Bars; high yield steel; cold worked; B.S 4449
12mm diameter 341 KG 3,200 1,091,200.00 33 PCS
16mm diameter 0 KG 3,200 0.00 0 PCS
8mm diameter 173 KG 3,200 553,600.00 37 PCS
EO; Binding Wire; 30kg 0.26 RLS
Add: Labour for reinforcements 216,000
FORMWORK TO INSITU CONCRETE
Formwork generally
Sides; vertical or battering in:
Foundations in trenches irrespective of thickness 0 SM 20,000 0.00
Column bases irrespective of thickness 31 SM 20,000 620,000.00
Column; irrespective of thickness 2 SM 20,000 40,000.00
Ground beams 31 SM 20,000 620,000.00
Walls; 230mm thick 0 SM 20,000 0.00
Raft foundation; 500mm thick 0 SM 20,000 0.00
Steps; strings and sides 0 SM 20,000 0.00
Edges in:
Beds 75 to 150 mm wide 0 LM 2,000 0.00
Risers of steps or staircases 0 LM 3,000 0.00
9,570,400.00 2,558,000.00
Brought Forward
Carried Forward

5. QTY UNIT RATE AMOUNT UNIT LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
9,570,400.00 2,558,000.00
Formwork generally:
a) Marine plywood boards; 12mm thk 22 PCS
b) Timber Props 84 PCS
c) Iron Nails 13 KG
d) Concrete Nails 3 KG
e) Oils 2 LTR
Add: Labour for formworks 308,000
BLOCKWORK
Concrete blocks; B.S. 6073; type A; 7.0 N per square millimetre;
solid; in cement mortar (1:4)
Walls; 230mm thick 124 SM 32,000 3,968,000.00
a) Solid Concrete Block 1736 NR
b) Cement (42.R); 50kg 11 BGS
c) Sand 2 CM
DAMP PROOF COURSES
B.S. 8102; bitumen hessian base; 150 mm laps
Horizontal 230mm wide 116 LM 2,000 231,000.00 116 LM
Add: Labour for walling 730,000
13,769,400.00 3,596,000.00
Brought Forward
Carried Forward

6. QTY UNIT RATE AMOUNT UNIT LABOUR COST
QUANTITY
ITEM
DESCRIPTION STD BOQ ESTIMATES MATERIAL COST ESTIMATES
13,769,400.00 3,596,000.00
WALLING SUNDRIES (PROVISIONAL)
INSITU FINISHINGS
Render; cement and sand (1:4); wood floated; external
15 mm one coat work; to concrete or block work base; generally
to walls 70 SM 8,000 560,000.00
a) Cement (42.R); 50kg 7 BGS
c) Sand 1 CM
Add: Labour for plaster 385,000
Two coats bituminous based paint
Wood floated rendered surfaces; external walls over 300 mm wide
70 SM 8,000 560,000.00 4 TIN
Add: Labour for painting 385,000
CONCRETE WORK SUNDRIES
Generally
Expansion joints in concrete; 25 mm thick; over 300 mm wide;
filling with styrofoam expansion joint materials 0 LM 32,000 0.00
SUMMARY
Total Labour Cost Allowed by Contractor
14,889,400.00 4,366,000.00
Brought Forward
TOTAL ELEMENT NR. 1: SUBSTRUCTURE CARRIED TO BILL SUMMARY

7. QTY UNIT RATE AMOUNT UNIT
ELEMENT NR. 2: FRAME AND WALLING
INTERNAL WALLING
Concrete blocks; B.S 6073; type A; 7 N per square millimetre;
solid; in cement mortar (1:4)
Walls; 150 mm thick 424 SM 28,000 11,872,000.00
a) Solid Concrete Block 3816 NR
b) Cement (42.R); 50kg 20 BGS
c) Sand 3 CM
Add: Labour for walling 1,603,000
CONCRETE COPING
Copings; finish fair on top one side and part soffit; rebated
once; weathered once; finished; including fabric BRC Mesh,
and necessary ancillaries
100 x 200mm wide 116 LM 10,000 1,155,000.00
a) Cement (42.R); 50kg 15 BGS
b) Sand 0.10 CM
c)Aggregates 0.20 CM
d) BRC Fabric Mesh 0.4 RLS
e) Timber Formwork 32 PCS
13,027,000.00 1,603,000.00
LABOUR COST
QUANTITY
Carried Forward
ITEM DESCRIPTION
STD BOQ ESTIMATES MATERIAL COST ESTIMATES

8. 13,027,000.00 1,603,000.00
INSITU CONCRETE; REINFORCED
Normal; grade C20; vibrated
Column; irrespective of thickness 1 CM 280,000 280,000.00
Irrespective of item:
a) Cement (42.R); 50kg 9 BGS
b) Sand 0 CM
c)Aggregates 1 CM
Add: Labour casting concrete 112,000
REINFORCEMENT
Bars; high yield steel; cold worked; B.S 4449
12mm diameter 26 KG 3,200 83,200.00 3 PCS
16mm diameter 0 KG 3,200 0.00 0 PCS
8mm diameter 16 KG 3,200 51,200.00 3 PCS
EO; Binding Wire; 30kg 0.02 RLS
Add: Labour for reinforcements 18,000
FORMWORK TO INSITU CONCRETE
Formwork generally
Sides; vertical or battering in:
Column; irrespective of thickness 6 SM 20,000 120,000.00
Formwork generally:
a) Marine plywood boards; 12mm thk 2 PCS
b) Timber Props 5 PCS
c) Iron Nails 1 KG
d) Concrete Nails 0 KG
e) Oils 0 LTR
Add: Labour for formworks 140,000
SUMMARY
Total Labour Cost Allowed by Contractor
13,561,400.00 1,873,000.00
TOTAL ELEMENT NR. 2: WALLING CARRIED TO BILL SUMMARY
Brought Forward

9. QTY UNIT RATE AMOUNT UNIT
ELEMENT NR. 3: FINISHING
Insitu Finishes
Render; 12 mm first coat of cement and sand (1:5) mixed with
Morcemcril Siloxane Synthetic water proofing coat; 3 mm skimming
coat; steel trowelled; externally
15 mm two coats work; walls 707 SM 8,000 5,656,000.00
a) Cement (42.R); 50kg 60 BGS
b) Sand 7 CM
c) Moyashield 20Ltr 18 BKT
d) White Cement; 40kg 54 BGS
Add: Labour for plaster 3,889,000
FITTINGS
Entrance Metal Gates
Allow for supply and fix of main entrance metal gates;size 5000 x
1800mm high, double leaf (1Nr); complete with associated frame and
iron mongeries; grilled and welded to pattern as approved by the
Architect Item 2,500,000 2,500,000.00
Ditto; metal gates;size 1500 x 1800mm high, single leaf (1Nr) Item 1,000,000 1,000,000.00
SUMMARY
Total Labour Cost Allowed by Contractor
TOTAL ELEMENT NR. 3: FINISHING CARRIED TO BILL SUMMARY 9,156,000.00
LABOUR COST
QUANTITY
ITEM DESCRIPTION
STD BOQ ESTIMATES MATERIAL COST ESTIMATES

10. QTY UNIT RATE AMOUNT UNIT
ELEMENT NR. 4: PAINTING AND DECORATIONS
Wall Painting
One coat of PLASCON textured paint with two coats of pigment
coat on platered surface; external
Walls over 300mm wide 707 SM 8,000 5,656,000.00 43 BKT
Add: Labour for painting 3,889,000
SUMMARY
Total Labour Cost Allowed by Contractor
5,656,000.00
ITEM DESCRIPTION
STD BOQ ESTIMATES MATERIAL COST ESTIMATES
LABOUR COST
QUANTITY
TOTAL ELEMENT NR 4: PAINTING AND DECORATION CARRIED TO BILL SUMMARY

11. ITEM DESCRIPTION AMOUNT (TZS)
BILLS SUMMARY
ELEMENT NR. 1: SUBSTRUCTURE 14,889,400.00
ELEMENT NR. 2: FRAME AND WALLING 13,561,400.00
ELEMENT NR. 3: FINISHING 9,156,000.00
ELEMENT NR. 4: PAINTING AND DECORATIONS 5,656,000.00
SUB-TOTAL 43,262,800.00
TOTAL 43,262,800.00
1/SUM/11