SUFFOLK PARK HOUSING PROJECT

CHISIPO CONSULTANTS PRIVATE LIMITED

BILLS OF QUANTITIES FOR WATER RETICULATION

Bill No 1 PHASE1

RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$

1 Earthworks

1.1 Site Clearence

1.1.1 Clear and grub, bush, trees (not exceeding 1m girth)from 13,315 m 0.59 7,855.85
pipeline to a minimum width of 2m and dispose off site
Remove & grub large trees & stumps of girth (1m up to
1.1.2 100 No 100.00 10,000.00
2m)

1.2 Excavation
Excavate to width 500mm greatet than pipe nominal
1.2.1 bore, refill trench, compact to 90% HCE and spread
surplus on site
a) 200mm dia uPVC pipe m3 3.65 0.00
b) 160mm dia uPVC pipe 1264.0 m3 3.65 4,613.72
c) 125mm dia uPVC pipe 4308.0 m3 3.65 15,724.20
d) 110mm dia uPvC pipe m3 3.65 0.00
e) 90mm dia uPVC pipe 5020.2 m3 3.65 18,323.70
f) 75mm dia uPVC pipe 1430.6 m3 3.65 5,221.69
i) 63mm dia uPVC pipe m3 3.00 0.00

1.2.2 EO item 1.2.1 for excavation with a free haul of 1km of:
a) rock material 601 m3 36.50 21,941.65
b) hard material 842 m3 10.95 9,215.49

1.2.3 Allow for 100mm coarse sand bedding 932 m3 10.00 9,320.50

Excavate anthills and spread on site as directed by the

1.2.4 2,000 m3 10.95 21,900.00
engineer (free haul 1km)
500
Treat areas exposed in anthill excavation using ant-Kill as
1.2.5 200 m2 1.00 200.00
per manufacturer's instructions
Import suitable material from borrow pit for back backfill
1.2.6 where rock, boulders and anthills are excavated. Free 1,443 m3 8.72 12,580.68
Haul 1km
Import and compact suitable material from borrow pit for
1.2.7 400 m3 8.72 3,488.00
back fill at road crossings. Free haul 1km.
1.2.8 Extra over item 1.2.6 and 1.2.7 for overhaul 461 m km
3
2.10 967.44

EARTHWORKS (carried to summary) 141,352.93

Water Reticulation BOQ 1 The Chase of Suffolk Phase 1 BOQ

Bill No 2
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$

2 Pipe Laying
2.1 Supply, lay, joint and bed uPVC pipes to SABS 996 part
1 with rubber sealing rings to SABS 974:
a) 200mm dia uPVC pipe,Class 16 m 27.56 0.00
b) 160mm dia uPVC pipe,Class 12 1,197 m 14.36 17,188.92
c) 125mm dia uPVC pipe,Class 12 4,308 m 9.15 39,418.20
d) 110mm dia uPvC pipe,Class 12 m 5.63 0.00
e) 90mm dia uPVC pipe,Class 12 5,318 m 4.32 22,973.76
f) 75mm dia uPVC pipe,Class 12 2,488 m 3.97 9,877.36
i) 63mm dia uPVC pipe,Class 12 m 3.60 0.00

2.2 Supply and install uPVC bends and fittings to suite UPVC
pipes to SABS 996 Part 1
200mm 90 no 26.00 0.00
200mm 45 no 27.82 0.00
200mm 22 no 17.97 0.00
200mm 11 no 24.97 0.00
160mm 90 1 no 24.97 24.97
160mm 45 no 18.23 0.00
160mm 22 no 17.97 0.00
160mm 11 no 17.97 0.00
125mm 90 18 no 17.63 317.34
125mm 45 9 no 14.72 132.48
125mm 22 11 no 14.72 161.92
125mm 11 8 no 14.72 117.76
110mm 90 no 14.72 0.00
110mm 45 no 10.88 0.00
110mm 22 no 10.88 0.00
110mm 11 no 10.88 0.00
90mm 90 14 no 10.88 152.32
90mm 45 10 no 10.88 108.80
90mm 22 4 no 10.88 43.52
90mm 11 14 no 10.88 152.32
75mm 90 7 no 10.88 76.16
75mm 45 5 no 10.88 54.40
75mm 22 7 no 9.00 63.00
75mm 11 12 no 9.00 108.00
63mm 90 no 9.00 0.00
63mm 45 no 9.00 0.00
63mm 22 no 8.50 0.00
63mm 11 no 8.50 0.00

PIPEWORKS (carried forward) 90,971.23

Water Reticulation BOQ 2 The Chase of Suffolk Phase 1 BOQ

 Bill No 3
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$
(Brought Forward) 90,971.23
2.3 Supply and install PVC Tees to suite uPVC pipes to
SABS 966
a) Equal tees
90 200mm equal tee no 25.08 0.00
90 160mm equal tee 5 no 12.04 60.20
90 125mm equal tee 24 no 12.30 295.20
90 110mm equal tee no 12.30 0.00
90 90mm equal tee 7 no 12.30 86.10
90 75mm equal tee 11 no 12.30 135.30

2.4 b) Reducing tees

90 200x160mm No 401.00 0.00
90 160mmx125mm No 400.00 0.00
90 160mmx90mm No 70.00 0.00
90 125mmx110mm No 116.50 0.00
90 125mmx90mm 8 No 116.50 932.00
90 110mmx90mm No 116.50 0.00
90 110mmx75mm No 116.50 0.00
90 90mmx75mm 8 No 60.50 484.00
90 90mmx63mm No 60.50 0.00

2.5 c) uPVC reducers

200x160 No 410.00 0.00
200x110 No 410.00 0.00
160x125 5 No 150.00 750.00
160x110 No 150.00 0.00
160x90 No 150.00 0.00
125x90 No 60.00 0.00
110x90 No 60.00 0.00
125x75 10 No 60.00 600.00
125x110 No 60.00 0.00
90x75 7 No 60.00 420.00

2.6 d) uPVC end caps

125mm ND No 54 0.00
160mm ND No 56.6 0.00

2.7 Supply and install RSV gate valves to SABS664:1989-

non-rising spindle,double socketed to suite uPVC pipes-
class 16
a) 200mm Gate Valve No 1,800.00 0.00
b)160mm Gate Valve 4 No 1,500.00 6,000.00
c) 125mm Gate Valve 2 No 1,300.00 2,600.00
d)110mm Gate Valve No 1,100.00 0.00
e) 90mm Gate Valve 3 No 1,100.00 3,300.00

Water Reticulation BOQ 3 The Chase of Suffolk Phase 1 BOQ

 2.8 Supply and istall fire hydrants complete with C.I Tee,
75mm gate valve,valve chamber and duckfoot bend as
per typical detail connected to:

No 1,800.00 0.00
No 1,500.00 0.00
c)125mm dia uPVC pipe,Class 12 5 No 1,300.00 6,500.00
d) 110mm dia uPvC pipe,Class 12 No 1,000.00 0.00
e) 90mm dia uPVC pipe,Class 12 1 No 800.00 800.00

(carried forward) 113,934.03

Bill No 4

RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$

Brought Forward 113,934.03

2.9 Supply and install Air valves to SABS664:1989-complete
with valve chamber as per typical detail connected to:
d) 200mm Gravity main No 2,850.00 0.00
e) 160mm Gravity main No 2,100.00 0.00
f) 125mm Internal distribution line 1 No 2,000.00 2,000.00
g)75mm Internal distribution line 2 No 1,500.00 3,000.00
2.10 Supply and install Pressure Reducing Valves to
SABS664:1989-complete with valve chamber as per
typical detail connected to:
a) 200mm Clear water line No 3,000.00 0.00
b) 160mm Clear water line No 2,990.00 0.00
c) 125mm Clear water line No 2,400.00 0.00
2.11 Supply and install Scour valves to SABS664:1989-
complete with valve chamber as per typical detail
connected to:
a) 160mm Gravity main No 2100.00 0.00
1 No 2000.00 2,000.00
c) 90mm Internal distribution line No 2000.00 0.00
2.12 Supply and install stand water connections, complete
with compression fittings, HDP pipes, water meters and
end caps as per typical details

a)single stand connection type 4 No 207.28 829.12

b)Two stands connection type 46 No 244.56 11,249.76
c)three stands connection type 1 No 348.80 348.80
d)Four stands connection type 253 No 366.16 92,638.48

PIPE LAYING (carried to summary) 226000.19

Water Reticulation BOQ 4 The Chase of Suffolk Phase 1 BOQ

 3.0 Sundries
3.1 Allow for pressure tests in sections not longer than 500m sum 7,000.00

3.2 Precast Concrete Valve Boxes 700mm x 400mm C/W 3 No 72.04 216.12
concrete lids
3.3 Precast Concrete Hydrant Boxes 700mm x 400mm C/W 6 No 72.04 432.24
concrete lids
3.4 a) Valve Marker Post 9 No 20.00 180.00
b) Hydrant Marker Post 6 No 20.00 120.00
3.5 Allow for concrete thrust blocks at every change on pipe 40 m3 150.00 6,000.00
direction Grade 5
3.6 Allow for concrete encasing where directed 20 m 3
150.00 3,000.00
SUNDRIES (carried to summary) 16,948.36
SUMMARY FOR WATER SUPPLY
1 P&Gs 15% 57,645.22
2 SHE COMPLIANCE 19,215.07
3 EARTHWORKS 141,352.93
4 PIPELAYING 226,000.19
5 SUNDRIES 16,948.36
6 SUBTOTAL 461,161.77
7 ADD CONTINGENCIES 10% 46,116.18
8 ADD VAT 69,174.27

9 GRAND TOTAL 576,452.22

Water Reticulation BOQ 5 The Chase of Suffolk Phase 1 BOQ

SUFFOLK PARK HOUSING PROJECT
CHISIPO CONSULTANTS PRIVATE LIMITED

BILLS OF QUANTITIES FOR SEWAGE RETICULATION

Bill No 1 PHASE1
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$
1 Earthworks
1.1 Site clearance
Clear and grub bush not exceeding 1m girth from pipeline to
1.1.1 10630 m 0.59 6271.70
minimum width of 2m and dispose off site

Remove and grub large trees and stumps of girth(prov) (1m up to

1.1.2 150 No 100.00 15000.00
2m)

1.2 Excavation
Excavate to width 500mm greater than pipe nominal bore, refill
trench, compact to 90% HCE and spread surplus on site
1.2.1 For 400mm diameter concrete sewer:depth
1) not exceeding 1m m 6.80 0.00
2) not exceeding 1.5m m 7.10 0.00
3) not exceeding 2m m 7.50 0.00
4) not exceeding 2.5m m 10.00 0.00
5) not exceeding 3m m 12.00 0.00
6) exceeding 3m m 15.00 0.00

1.2.2 For 300mm diameter uPVC sewer :depth

1) not exceeding 1m m 4.37 0.00
2) not exceeding 1.5m m 6.15 0.00
3) not exceeding 2m m 7.93 0.00
4) not exceeding 2.5m m 9.71 0.00
5) not exceeding 3m m 11.49 0.00
6) exceeding 3m m 12.00 0.00

1.2.3 For 250mm diameter uPVC sewer: Depth

2) not exceeding 1.5m m 5.46 0.00
3) not exceeding 2m m 7.02 0.00
5) not exceeding 3m m 10.12 0.00
6) exceeding 3m m 11.73 0.00

TOTAL FOR EARTHWORKS (carried forward) 21271.70

Water Reticulation BOQ 6 The Chase of Suffolk Phase 1 BOQ

Bill No 2
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$
Brought Forward 21271.70

1.2.4 For 200mm diameter uPVC sewer pipes :Depth

1) not exceeding 1m m 3.91 0.00
2) not exceeding 1.5m 140 m 5.46 764.40
3) not exceeding 2m 90 m 7.02 631.80
4) not exceeding 2.5m 110 m 8.57 942.70
5) not exceeding 3m 70 m 10.12 708.40
6) exceeding 3m m 11.73 0.00

1.2.5 For 160mm diameter uPVC sewer pipes :Depth

1) not exceeding 1m 6055 m 3.91 23675.05
2) not exceeding 1.5m 2270 m 5.46 12394.20
3) not exceeding 2m 1060 m 7.02 7441.20
4) not exceeding 2.5m 755 m 8.57 6470.35
5) not exceeding 3m 80 m 10.12 809.60
6) exceeding 3m 11.73 0.00

Extra over items 1.2.1 to 1.2.6 for excavation irrespective of depth

1.2.6
with a free haul of 1km:
a)rock material 680 m3 36.83 25044.40
b)hard material 955 m3 10.95 10457.25

Import suitable material for backfill from borrow pit where rock,
1.2.7 1635 m3 8.72 14257.20
boulders and anthills are excavated. Free haul distance 1km.

Import and compact suitable material for backfill from borrow pit on
1.2.8 600 m3 8.72 5232.00
road crossings. Free haul distance 1km.

1.2.9 Excavate anthills and spread on site as diirected by the engineer 150 m3 8.72 1308.00

Treat areas exposed in anthill excavation using ant-kill as per

1.2.10 10 m2 1.00 10.00
manufactures instructions.

Import approved material for bedding and backfill.Free haul 1km

1.2.11 1063 m3 8.72 9269.36
measured in compacted volume in trenches

1.2.12 Extra over items1.2.7,1.2.8 and 1.2.11 for overhaul 2300 m3km 0.54 1242.00

TOTAL FOR EARTHWORKS (carried to summary) 141929.61

Water Reticulation BOQ 7 The Chase of Suffolk Phase 1 BOQ

Bill No 3
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$

2 PIPE-LAYING
2.1 Pipe-laying

2.1.1 Supply,deliver,lay,joint,bed and test pipes complete with couplings

a) 400mm dia concrete sewer,class C bedding m 42.00 0.00

b) 300mm dia uPVC sewer,class C bedding m 31.50 0.00
c) 250mm dia uPVC sewer,class C bedding m 22.79 0.00
d) 200mm dia uPVC sewer,class C bedding 410 m 13.86 5682.60
e) 160mm dia uPVC sewer,class C bedding 10220 m 8.50 86870.00

2.1.2 Extra over item 2.1.1 for special bedding

2.1.2.1 Granular bed and haunch (class D)
a) 400mm dia m 13.54 0.00
b) 300mm dia m 11.22 0.00
c) 250mm dia m 9.84 0.00
d) 200mm dia m 8.62 0.00
e) 160mm dia m 8.50 0.00

2.1.2.2 concrete raft above (Class E)

a) 400mm dia m 120.00 0.00
b) 300mm dia m 68.45 0.00
c) 250mm dia m 43.72 0.00
d) 200mm dia m 38.30 0.00
e) 160mm dia m 36.00 0.00

2.1.3 Manholes
Excavate for,supply all material, construct,test and backfill 1050mm
2.1.3.1 dia manholes complete with step irons,medium duty cast iron
covers and frames.
a) not exceeding 1m, No 936.47 0.00
b) not exceeding 1.5m 5 No 1,333.29 6666.45
c) not exceeding 2m 2 No 1,625.11 3250.22
d) not exceeding 2.5m No 1,969.43 0.00
e) not exceeding 3m No 2,313.75 0.00
f) exceeding 3m No 2,821.05 0.00

Excavate for,supply all material, construct,test and backfill 900mm

2.1.3.2 dia manholes complete with step irons,medium duty cast iron
covers and frames.
a) not exceeding 1m, 165 No 1,355.11 223593.15
b) not exceeding 1.5m 65 No 1,609.43 104612.95
c) not exceeding 2m 28 No 1,863.76 52185.28
d) not exceeding 2.5m 20 No 1,880.00 37600.00
e) not exceeding 3m 11 No 1,890.00 20790.00
f) exceeding 3m No 1,892.00 0.00

2.1.3.3 EO items 2.1.3.1 and 2.1.3.2 for constructing backdrops 6 No 1,500.00 9000.00

TOTAL FOR PIPE LAYING (carried forward) 550250.65

Water Reticulation BOQ 8 The Chase of Suffolk Phase 1 BOQ

 Bill No 4
RATE
ITEM DESCRIPTION QUANTITY UNIT AMOUNT US$
US$
Brought Forward 550250.65
`
2.2 Pipe Fittings
Supply and construct stand connections as detailed on Drwawing
2.2.1 No.CHP 406/S/01 for the following pipes complete with plug
stoppers and surface markers:
a)250x110mmx45degree double junction No 375.06 0.00
b)250x110mmx45degree single junction No 364.07 0.00
12 No 286.37 3436.44
9 No 244.44 2199.96
e)160x110mmx45degree double junction 449 No 217.14 97495.86
f)160x110mmx45degree single junction 168 No 217.14 36479.52

Supply all materials for and construct,using 10Mpa concrete

2.2.2 surface markers 200x200x100mm with wire and inscription as 1099 No 15.00 16485.00
detailed on Drawing No CHP 406/S/01

Supply and build in one 3m length of uPVC pipe/concrete for stand

2.2.3 connection or future connection including for all
excavation,bedding,backfilling.etc
a)300mm dia No 400.00 0.00
b)200mm dia No 319.00 0.00

2.3 Pipe Bridges

Supply and construct pipe bridges as detailed on Drawing CHP
complete with headwalls,rafts,supporting,columns and pad
footings:

1)Grade 25 concrete m3 185.00 0.00

2)Y6 reinforcement bars m 0.89 0.00
3)Y12 reinforcement bars m 0.89 0.00
4)Y16 reinforcement bars m 0.89 0.00

2.4 Pipe Encasement

Supply and construct concrete encasement,Grade 25 for exposed
m3 185.00 0.00
sewers as indicated on the layout Drawing No CHP101.

706,347.43

SUMMARY FOR SEWERAGE

1 Preliminary and General 15% 127,241.56
2 She Compliance 42,413.85
3 Earthworks 141,929.61
4 Pipeline 706,347.43
5 Sub Total 1,017,932.45
6 ADD CONTINGENCIES 10% 101,793.24
7 VAT 152,689.87

8 GRAND TOTAL 1,272,415.56

Water Reticulation BOQ 9 The Chase of Suffolk Phase 1 BOQ

SUFFOLK PARK HOUSING PROJECT
CHISIPO CONSULTANTS PRIVATE LIMITED

BILLS OF QUANTITIES FOR ROADS & STORMWATER DRAINAGE

BILL No. 1 Roads PHASE 1

ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$
1 EARTHWORKS

1.1 Earthworks Site Clearance

1.1.2 Clear and grub site. 16,211 m 0.35 5,673.85

1.1.3 Remove 150mm deep top soil & stockpile within site 31,850 m3 4.20 133,767.90

1.1.4 Remove trees and tree stumps of girth :

1.1.4.1 a) up to 1 m 150 No 50.00 7,500.00
1.1.4.2 b) over 1 m and up to 2 m 75 No. 100.00 7,500.00
SUB TOTAL SITE CLEARANCE (carried to summary) 154,441.75
Earthworks General
1.2 Common Excavation.

1.2.1 Cut to fill 70,777 m3 4.87 344,682.37

1.2.2 Remove unsuitable material to spoil by dumping on site at areas to be directed by 2,000 m3 7.39 14,780.00
the Engineer.

1.2.3 Extra Over item 1.2.2 with a free haul of 1km for:
a) Rock Excavation 2,000 m3 36.83 73,660.00
b) Hard Excavation 500 m3 10.95 5,475.00
1.2.4 Excavate anthills and spread on site as directed by the engineer 240 m3 10.95 2,628.00
1.2.5 Treat areas exposed in anthill excavation using ant-Kill as per manufactures 480 m2 1.00 480.00
instructions.

SUB TOTAL COMMON EXCAVATION (carried to summary) 441,705.37

ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$

1.3 Restricted excavation

1.3.1 Ecavation for stormwater culverts.

(a) Single barrel 450mm dia culverts up to 2m depth 318 m3 3.65 1,160.70
(b) Double barrel 450mm dia culverts up to 2m depth 30 m3 3.65 109.50
(c) Single barrel 600mm dia culverts up to 2m depth 160 m3 3.65 584.00
(d) Double barrel 600mm dia culverts up to 2m depth 100 m3 3.65 365.00
a) 200mm dia uPVC pipe,Class 16 m3 3.65 0.00
b) 160mm dia uPVC pipe,Class 12 22 m3 4.00 88.00
(g) Tripple barrel 1200mm dia culverts up to 2m depth m3 5.00 0.00
1.3.2 Extra Over item 1.3.1 with a free haul of 1km for
e) 90mm dia uPVC pipe,Class 12 14 m3 36.00 507.60
f) 75mm dia uPVC pipe,Class 12 20 m3 10.00 197.40
1.3.3 i) 63mm dia uPVC pipe,Class 12 2,550 m3 3.65 9,307.50
1.3.4 Excavation for splash drains and bolsters m3 3.65 0.00
1.3.5 Extra Over item 1.3.3 with a free haul of 1km for
a) Rock Excavation 128 m3 36.00 4,590.00
b) Hard Excavation 179 m3 10.00 1,785.00

SUB TOTAL RESTRICTED EXCAVATION (carried to summary) 18,694.70

Water Reticulation BOQ 10 The Chase of Suffolk Phase 1 BOQ

 BILL No. 2 Storm Water Drainage
ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$
2.0 Stormwater Drainage

2.1 Supply , lay and backfill concrete culvert/stormwater pipes complete with base,
headwalls, inlet catchpits and outlet aprons as shown on the drawings:
2.1.1 (a) Single barrel 450mm dia culverts up to 2m depth 660 m 161.70 106,722.00
2.1.2 (b) Double barrel 450mm dia culverts up to 2m depth 60 m 323.40 19,404.00
2.1.3 (c) Single barrel 600mm dia culverts up to 2m depth 250 m 772.00 193,000.00
2.1.4 (e) Double barrel 600mm dia culverts up to 2m depth 90 m 1,400.00 126,000.00
2.1.5 (e) Double barrel 900mm dia culverts up to 2m depth m 980.00 0.00
2.1.6 (f) Single barrel 1200mm dia culverts up to 2m depth 15 m 1,200.00 18,000.00
2.1.7 (g) Tripple barrel 1200mm dia culverts up to 2m depth m 1,300.00 0.00

2.3 Trim excavations for concrete lined drains in

a) soft material 12,000 m2 3.65 43,800.00
b) hard material 1,200 m2 10.00 12,000.00
c) rock 600 m2 35.00 21,000.00

2.4 Cast-In-situ concrete lining to open trapezoidal drains in areas directed by the 1,230 m3 165.00 202,950.00
Engineer (100mm thick C15 concrete).

2.5 Cast-in-situ concrete for splash drains including nosing on edge (150mm thick C15 30 m3 165.00 4,950.00
concrete)

2.6 Construct bolsters in no-fines concrete including any formwork required (approx 20
57 m3 180.00 10,260.00
bolsters of 0.3m3 each)

TOTAL FOR STORMWATER (carried to summary) 758,086.00

Bill No: 3 - Pavement

ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$

3.0 Pavement
3.1 All Roads
3.1.1 Fill : Import fill from borrow pit to 90 % Mod AASHTO to make up levels. Free
Haul 1km 5,000 m3 8.72 43,600.00

3.1.2 Base 1 : 150mm Natural Base Gravel of min CBR 80 from borrow pit to 95 % Mod 17,050 m3 8.72 148,676.00
AASHTO. Free haul 1km
3,1,3 Base 2 : 150mm Natural Gravel Sub Base from borrow pit to 95% Mod AASHTO. 18,582 m3 8.72 162,035.04
Free haul 1km
3.1.4 Base 3 : 100mm Natural Gravel Fill from borrow pit to 93% Mod AASHTO. Free
haul 1km 21,233 m3 8.72 185,151.76

3.1.5 Extra over Items 3.1.1 to 3.1.4 for overhaul 5,687 m3/km 0.54 3,070.71

TOTAL FOR PAVEMENT (carried to summary) 542,533.51

Water Reticulation BOQ 11 The Chase of Suffolk Phase 1 BOQ

 Bill No: 4 - Surfacing
ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$
4.0 Surfacing

4.1 Low and Medium Density

4.1.1 Supply and apply medium curing cutback bitumen150/200 prime at 2 l/m 2 113663 m2 1.10 125,029.30

4.1.2 Supply and lay 13/7 double seal with stone application rates of 13mm:90m2/m 3 and
7mm:140m2/m3. 113663 m2 3.00 340,989.00

TOTAL FOR SURFACING (carried to summary) 466,018.30

Bill No: 5 - Ancillary Works

ITEM DESCRIPTION QUANTITY UNIT RATE US$ AMOUNT US$

5.0 Ancillary Works

5.1 Traffic control signs (reflective)

5.1.1 a) Give way 50 No. 180.00 9,000.00
5.1.2 b) Stop 35 No. 180.00 6,300.00

5.2 Bus Stop signs 11 No 180.00 1,980.00

5.3 Construct mountable MOT type kerbing at main access road bellmouth 4,300 m 14.88 63,984.00

5.4 Construct H7 kerbing at bus-stops where instructed 1,000 m 5.39 5,390.00

TOTAL FOR ANCILLARY WORKS (carried to summary) 86,654.00

SUMMARY FOR ROADS AND STORMWATER DRAINAGE

0.0 PRELIMINARY AND GENERAL 15.0% 370,220.04

1.0 1.1 SITE CLEARANCE 154,441.75
1.2 COMMON EXCAVATION 441,705.37
1.3 RESTRICTED EXCAVATION 18,694.70
2.0 STORMWATER DRAINAGE 758,086.00
3.0 PAVEMENT 542,533.51
4.0 SURFACING 466,018.30
5.0 ANCILLARY WORKS 86,654.00

SUBTOTAL 2,838,353.67

ADD CONTINGENCIES 10% 283,835.37

ADD VAT 15% 425,753.05

GRAND TOTAL 3,547,942.09

Water Reticulation BOQ 12 The Chase of Suffolk Phase 1 BOQ

 SUFFOLK PARK HOUSING PROJECT
CHISIPO CONSULTANTS PRIVATE LIMITED

PHASE 1

SUMMARY FOR THE CHASE OF SUFFOLK INFRASTRUCTURE

1 WATER RETICULATION 576,452.22
2 SEWAGE RETICULATION 1,272,415.56
3 ROADS AND STORMWATER DRAINAGE 3,547,942.09

4 GRAND TOTAL 5,396,809.86

Water Reticulation BOQ 13 The Chase of Suffolk Phase 1 BOQ