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BOQ - EXAMPLE OF SMALL DEVELOPMENT (ROADS & STORM WATER, SEWERAGE, WATER)
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No
SECTION 1 : PRELIMINARY AND GENERAL
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
1 SABS
1200 A
SECTION 1 : PRELIMINARY AND
GENERAL
1.1 8.3 FIXED-CHARGE ITEMS
1.1.1 8.3.1 Contractual Requirements Sum 1.0 1.0 1.0
8.3.2 Establish Facilities on the Site :
Facilities for Engineer
1.1.2 PSAB 1.1 One nameboard Sum 1.0 1.0 1.0
1.1.3 PSAB 2.1 Survey Equipment Sum 1.0 1.0 1.0
Facilities for Contractor
1.1.4 Offices and storage sheds Sum 1.0 1.0 1.0
1.1.5 Workshops Sum 1.0 1.0 1.0
1.1.6 PS 8.2 Ablution and latrine facilities Sum 1.0 1.0 1.0
1.1.7 Tools and equipment Sum 1.0 1.0 1.0
1.1.8 PS 7 Water supplies, electric power and
communications
Sum 1.0 1.0 1.0
1.1.9 PSA 4 Dealing with water (Subclause 5.5) Sum 1.0 1.0 1.0
1.1.10 PS 8.4
PSA 8
Access (Subclause 5.8) Sum 0.5 0.5 0.5
1.1.11 Plant for asphalting Sum 1.0 1.0 1.0
1.2 GENERAL
Geotechnical survey of in-situmaterial
1.2.1 All tests required by engineer pc 1.0 1.0 1.0
1.2.2 8.3.3 Other fixed-charge obligations Sum 1.0 1.0 1.0
1.2.3 a)............................ Sum 1.0 1.0 1.0
1.2.4 b)............................ Sum 1.0 1.0 1.0
1.2.5 c)............................ Sum 1.0 1.0 1.0
1.2.6 8.3.4 Remove Engineer's and Contractor's Site
establishment on completion
Sum 1.0 1.0 1.0
TOTAL CARRIED FORWARD
1
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 1 : PRELIMINARY AND GENERAL
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD 473,400.00
1.3 8.4
PSAB 4.2
TIME-RELATED ITEMS
1.3.1 8.4.1 Contractual Requirements Sum 1.0 0.0 0.0
8.4.2 Operate and maintain facilities on the Site:
8.4.2.1 a) Facilities for Engineer for duration of
construction (SABS 1200 AB)
1.3.2 Survey assistants and material Sum 1.0 1.0 1.0 Rate Only
8.4.2.2 b) Facilities for Contractor for duration of
construction, except where otherwise stated
1.3.3 Offices and storage sheds Sum 1.0 1.0 1.0
1.3.4 Workshops Sum 1.0 1.0 1.0
1.3.5 Ablution and latrine facilities Sum 1.0 1.0 1.0
1.3.6 Tools and equipment Sum 1.0 1.0 1.0
1.3.7 Water supplies, electric powerand
communications
Sum 1.0 1.0 1.0
1.3.8 Dealing with water (Subclause 5.5) Sum 1.0 1.0 1.0
1.3.9 Access (Subclause 5.8) Sum 1.0 1.0 1.0
1.3.10 Plant for asphalting until asphalting complete Sum 1.0 1.0 1.0
1.3.11 8.4.3 Supervision Sum 1.0 1.0 1.0
1.3.12 8.4.4 Company and head office overhead costs Sum 1.0 1.0 1.0
8.4.5 Other time-related obligations
1.3.13 a)... WEEKS ADDITIONAL Sum 6.0 0.0 0.0
1.3.14 b)............................ Sum 1.0
1.3.15 c)............................ Sum 1.0
TOTAL CARRIED FORWARD
2
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 1 : PRELIMINARY AND GENERAL
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
1.4 8.7
PSA 6
DAYWORK
1.4.1 Labour (Provisional) Sum 1.000
1.4.2 Percentage adjustment to item 1.4.1 for labour % 1,000.00
1.4.3 Materials (Provisional) Sum 1.0
1.4.4 Percentage adjustment to item 1.4.3 for
materials
% 1,000.0
1.4.5 Plant (Provisional) Sum 1.0
1.4.6 Percentage adjustment to item 1.4.5 for plant % 1,000.0
TOTAL CARRIED FORWARD TO SUMMARY 1,449,569.70
3
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
2 SABS
1200 DM
SECTION 2 : ROADS
2.1 1200 C+D SITE CLEARANCE
2.1.1 PSC 2
PSC 4
Clear and grub reserves to a depth of 100mm
and remove and stockpile topsoil
ha 1.2 1.2 1.2
2.1.2 Remove building rubble as pointed out on the
site inspection from site
m3 5.0 0.0 0.0
2.1.3 Demolish existing structures as pointed out on
the site inspection and remove rubble from
site
m3 1.0 0.0 0.0
2.1.4 Demolish electrical vibacrete wall as pointed
out on the site inspection and remove rubble
from site
Sum 1.0 0.0 0.0
2.1.5 Demolish all fencing as pointed out on the site
inspection and remove rubble from site
Sum 1.0 1.0 1.0
2.1.6 Fell and Remove <250mm diameter bluegum
trees from site (including excavation of roots
and backfilling and compaction of hole in
layers of 150mm to 95% mod. ASSHTO )
No 2.0 2.0 2.0
2.1.7 Fell and Remove >250mm up to 600mm
diameter bluegum trees from site (including
excavation of roots and backfilling and
compaction of hole in layers of 150mm to
95% mod. ASSHTO )
No 2.0 2.0 2.0
2.1.8 PSD 5 Setting out and taking cross-sections km 1.6 1.6 1.6
2.2 1200 DM TREATMENT OF ROAD-BED
2.2.1 8.3.3(a)
PSDM 3
Road-bed preparation and compaction of
150mm material to 93% Mod. AASHTO
m2 13,500.0 9,924.0 9,924.0
2.3 MASS EARTHWORKS
(FOR RESHAPING SITE)
2.3.1 8.3.2(a) Cut to temporary stockpile in all materials m3 500.0 0.0 0.0
2.3.2 Fetch from stockpile and fill in retention dam
wall AND compact to 95% (100% for sand)
Mod. AASHTO
m3 500.0 0.0 0.0
2.3.3 Cut to fill in all materials AND compact to
95% (100% for sand) Mod. AASHTO
m3 200.0 0.0 0.0
2.3.4 8.3.7 Cut to spoil in all materials m3 20.0 0.0 0.0
TOTAL CARRIED FORWARD
4
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.4 EARTHWORKS
2.4.1 8.3.2(a) Cut to temporary stockpile in all materials m3 10.0 3,980.0 3,980.0
2.4.2 Cut to fill in all materials m3 950.0 0.0 0.0
2.4.3 8.3.7 Cut to spoil in all materials - roads m3 5,610.0 0.0 0.0
2.4.4 8.3.7 Cut to spoil in all materials - sidewalks m3 600.0 0.0 0.0
2.4.5 8.3.7 Cut to fill Sand in layers of 150mm - to fill
existing sewer pumpstation hole after
relocation
m3 1,550.0 0.0 0.0
2.4.6 8.3.7 Cut to fill Sand in layers of 150mm - to fill
existing stormwater retention pond after
relocation
m3 1,800.0 0.0 0.0
2.4.7 8.3.7 Cut to fill Sand in layers of 150mm - to fill
existing stormwater channel under new main
road intersection
m3 4,450.0 0.0 0.0
8.3.6 Extra over items 2.4.1 to 2.4.7 for excavation
in
2.4.8 Intermediate excavation m3 200.0 0.0 0.0
2.4.9 Hard excavation m3 60.0 0.0 0.0
2.4.10 8.3.12
PSDM 2
Overhaul (provisional) m3km 5.0 0.0 0.0
TOTAL CARRIED FORWARD
5
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.5 SUBGRADE
2.5.1 1200 DM
8.3.5
Construct 150mm sand insitu subgrade and
compact to 100% Mod. AASHTO max.
density - roads
m3 710.0 1,488.0 1,488.0
2.5.2 1200 DM
8.3.5
Fetch from stockpile, Construct 150mm sand
subgrade and compact to 100% Mod.
AASHTO max. density
m3 539.0 0.0 0.0
2.5.3 1200 ME
PSME 1.2
Shape shoulders from back of kerb up to erf
boundary in even grade as per road cross
section and compact to 93% Mod. AASHTO
with insitu materials
m² 2,500.0 4,490.0 4,490.0
2.6 SABS
1200 ME
SUBBASE
8.3.2 Construct subbase with material from
commercial sources
2.6.1 8.3.1
PSME 1
Fetch from stockpile, Construct 100mm gravel
(G6) subbase and compact to 95% Mod.
AASHTO max. density
m3 20.0 969.0 969.0
2.6.2 8.3.2 Imported 100mm G6 material and compact to
95% Mod. AASHTO max. density
m3 600.0 326.0 326.0
2.6.3 8.3.2 Imported 150mm G6 material and compact to
95% Mod. AASHTO max. density -
roads
m3 1,359.0 1,890.0 1,890.0
2.6.4 8.3.2 Imported 150mm G5 material and compact to
95% Mod. AASHTO max. density - imoya
road
m3 260.0 260.0 260.0
2.7 SABS
1200 MF
BASE LOWER
8.3.3 Construct base with material from commercial
sources
2.7.1 PSMF 1.1 150mm Crusher run (G4) compacted to 98%
Mod. AASHTO max. density
m3 1,199.0 1,306.0 1,306.0
2.7.1 PSMF 1.1 extra over - 150mm Crusher run (G4) 150mm
(G6) stabilization (MR238)
m3 1,199.0 0.0 0.0
2.8 SABS
1200 MF
BASE TOP
8.3.3 Construct base with material from commercial
sources
2.8.1 PSMF 1.1 160mm Crusher run (G2) compacted to 98%
Mod. AASHTO max. density
m3 1,049.0 1,090.0 1,090.0
TOTAL CARRIED FORWARD
6
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.9 SABS
1200 MH
ASPHALT SURFACING
8.4.1 Prime coat using:
2.9.1 MC30 Cut back bitumen m2 8,410.0 7,033.0 7,033.0
Surface Treatment
2.9.2 13mm Single seal with 2 layers of 4mm slurry m2 8,500.0
2.9.3 13mm Double seal with 1 layer of 4mm slurry m2 8,500.0
2.9.4 35mm Asphalt in MR 238 m2 1,420.0 0.0 0.0
2.9.5 35mm Asphalt in RINGROAD m2 6,000.0 7,033.0 7,033.0
2.9.6 25mm Asphalt in SIDE ROAD m2 1,250.0
TOTAL CARRIED FORWARD
7
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.10 SABS
1200 MK
CONCRETE KERBING AND
CHANNELLING
2.10.1 8.2.2 Mountable kerb & channel - MK7&C1
DETAIL 6 radius > 10m
m 560 0 0
2.10.2 8.2.2 Mountable kerb & channel - MK7&C1
DETAIL 6 radius < 10m
m 30 0 0
2.10.3 Mountable kerb only - MK7as in
DETAIL 6 radius > 10m
m 230 445 445
2.10.4 Mountable kerb only - MK7as in
DETAIL 6 radius < 10m
m 10 52 52
2.10.5 Barrier Kerb & channel BK1&C1
DETAIL 5 radius > 15m - road
m 1,340.0 1,232.0 1,232.0
2.10.6 Barrier Kerb & channel BK1&C1
DETAIL 5 radius > 15m - islands
m 360.0 341.0 341.0
2.10.7 Barrier kerb & channel BK1&C1
DETAIL 5 radius <15m
m 120 148 148
2.10.8 Barrier kerb & channel BK1&C1
radius +- 0.5m
m 10 10 10
2.10.9 Edging E1
DETAIL _ radius > 15m
m 2,200.0 281.6 281.6
2.10.10 Edging E1
DETAIL _ radius <15m
m 10 0 0
2.10.11 Barrier kerb - only BK1
DETAIL 4 rad > 5m
m 20.0 0.0 0.0
2.10.12 Barrier kerb - only BK1
DETAIL 4 rad < 5m
m 10.0 0.0 0.0
2.10.13 Barrier kerb - only BK1
DETAIL 4 rad < 1.5m
m 10.0 0.0 0.0
2.10.14 V - channel - C1 -
DETAIL 3
m 60.0 0.0 0.0
2.10.15 Transition kerb No. 15.0 138.0 138.0
TOTAL CARRIED FORWARD
8
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.11 SUBSOIL DRAINAGE
2.11.1 Provide sub-soil drain complete with
excavation, as per drawing
m 800.0 292.0 292.0
2.11.2 Connect sub-soil drain to stormwater manhole
or catchpit
No. 15.0 8.0 8.0
2.11.3 Provide temporary cut-off V-drain and
rehabilitate after works on the NORTHEN
boundary of the site
m 100.0 100.0 100.0
2.12 BRICK PAVING AT SIDEWALKS AND
INTERSECTIONS
2.12.1 Supply, lay on 25mm sand, 50mm light brown
25mpa cement paving bricks, roll to loc-up
condition - strecher bond
m² 3,800.0 1,749.3 1,749.3
2.12.2 Supply, lay on 25mm sand, 75mm Light
brown 40mpa paving bricks, roll to loc-up
condition - interlocking bricks
m² 320.0 0.0 0.0
2.12.3 Supply, lay on 25mm sand bedding, 75mm
Black 40mpa paving bricks, roll to loc-up
condition - (cut in afterwards as 110mm
border lines)
m 95.0 0.0 0.0
2.12.4 Supply, lay on 50mm concrete bedding,
75mm Black 40mpa paving bricks as border,
220mm wide
m 95.0 77.2 77.2
2.12.5 Cutting of bricks m 3,500.0 1,728.0 1,728.0
TOTAL CARRIED FORWARD
9
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.13 SANS
1200 MM
ANCILLARY ROADWORKS
Guardrails
2.13.1 8.2.1 Supply and erect galvanized steel guardrails
on timber posts, backfilled with material
available on Site
m 200.0 Rate Only
2.13.2 8.2.2 Extra-over Item 2.16.1 for horizontally curved
guardrails factory-bent to a radius of less than
150 mm
m 8.0 Rate Only
8.2.3 End Units
2.13.3 a) End wings No. 4.0 Rate Only
2.13.4 b) Terminal sections using single guardrail
sections
No. 4.0 Rate Only
2.13.5 c) Terminal sections using double guardrail
sections
No. 4.0 Rate Only
2.13.6 d) Cable stays complete with anchor block No. 4.0 Rate Only
2.13.7 8.2.4 Additional guardrail posts, as for Item 2.16.1 No. 8.0 Rate Only
2.13.8 8.2.5 Reflector plates, supply and fix No. 40.0 0.0 0.0 0.00
2.13.9 8.2.6 Dismantle existing guardrails and move m 80.0 0.0 0.0 0.00
2.13.10 8.2.7 Repaint existing guardrails m 80.0 0.0 0.0 0.00
TOTAL CARRIED FORWARD
10
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.14 PERMANENT TRAFFIC SIGNS
8.3.1 Sign faces with painted or galvanized (as
stated) background. Symbols, characters,
legend, and borders in engineering grade
retroreflective material with signboards
constructed from
2.14.1 a) Aluminium sheet (2,0 mm thick), of area
over 2 m2 and up to 10 m2
m² 8.0 5.0 5.0
2.14.2 b) Aluminium extrusions (alloy and temper
condition stated), all sizes
m² 8.0 5.0 5.0
c) Sheet steel (1,6 mm thick),of area Over and
Up to
2.14.3 - 2 m2 m² 8.0
2.14.4 2 m2 10 m2 m² 8.0
2.14.5 10 m2 15 m2 m² 8.0
d) Weather-resistant particle board (12,7 mm
thick), of area Over and Up to
2.14.6 - 2 m2 m² 8.0
2.14.7 2 m2 10 m2 m² 8.0
8.3.2 Extra-Over Item .2 for using
2.14.8 a) Engineering grade retroreflective
background (Prov.)
m² 16.0
2.14.9 8.3.2 b) High intensity grade retroreflective
background, characters, symbols, legend and
borders. (Prov)
m² 16.0
2.14.10 c) High intensity grade characters, symbols,
legend and borders. Engineering grade
retroreflective background (Prov.)
m² 16.0
8.3.3 Sign Supports
2.14.11 a) Structural steel painted No. 4.0 0.0 0.0
2.14.12 b) Steel tubing galvanized No. 4.0 4.0 4.0
2.14.13 c) Timber diameter 145 mm - 175 mm pine m 8.0 1.0 1.0
2.14.14 8.1.1 &
8.3.4
Excavation for sign supports and backfilling
with in-situ material
m³ 15.0 0.0 0.0
2.14.15 8.3.5 Distance markers No. 8.0 0.0 0.0
2.14.16 8.3.7 Statutory signs, street names, and the like,
supplied and erected complete
No. 8.0 7.0 7.0
8.3.7 Dismantling and re-erection of road signs
having a surface area of Over and Up to
2.14.17 - 2 m2 No. 2.0 0.0 0.0
2.14.18 2 m2 5 m2 No. 2.0 0.0 0.0
2.14.19 5 m2 10 m2 No. 2.0 0.0 0.0
2.14.20 10 m2 15 m2 No. 2.0 0.0 0.0
TOTAL CARRIED FORWARD
11
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.15 ROAD MARKINGS
8.4.1 Non-reflectorized paint applied at nominal rate
of 0,42 l/m2
2.15.1 a) White lines ( unbroken) (width 100 mm) m 500.0 370.0 370.0
2.15.2 a1) White lines ( unbroken) (width 200 mm) m 450.0 450.0 450.0
2.15.3 b) White lines (broken ) (width 100 mm) m 450.0 1,680.0 1,680.0
2.15.4 c) Yellow lines (unbroken) (width 100 mm) m 1,600.0 990.0 990.0
2.15.5 d) Red lines (unbroken) (width 100 mm) m 600.0 500.0 500.0
2.15.6 e) White lines (unbroken) (width 300 mm) m 60.0 30.0 30.0
2.15.7 f) White characters and symbols m² 25.0 50.0 50.0
2.15.8 g) Yellow characters and symbols m² 25.0 56.0 56.0
2.15.9 h) Traffic island markings (any colour) m² 280.0 280.0 280.0
8.4.2 Variation in rate of application from that stated
for item 2.18
2.15.10 a) White paint ℓ 2.0 2.0 2.0
2.15.11 b) Yellow paint ℓ 2.0 2.0 2.0
2.15.12 c) Glass beads kg 12.0 12.0 12.0
2.15.13 d) Proprietary brand roadmarking material ℓ 3.0 3.0 3.0
2.15.14 8.4.3 Road studs ( red ) No. 60.0 60.0 60.0
2.15.15 8.4.3 Road studs ( white) No. 60.0 60.0 60.0
2.15.16 8.4.3 Road studs ( yellow ) No. 60.0 60.0 60.0
2.15.17 8.4.4 Setting out and premarking of lines (excluding
traffic island markings, characters, and
symbols)
km 3.0 3.0 3.0
2.15.17 8.4.4 Setting out and premarking of lines AND DO
ADDITIONAL ROADMARKING
(INCLUDING SANDBLASTING)
Sum 1.0 1.0 1.0
TOTAL CARRIED FORWARD
12
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.16 GUIDE BLOCKS
2.16.1 8.1.1 &
8.5.1
Guide blocks supplied and erected No. 6.0 0.0 0.0
TOTAL CARRIED FORWARD
13
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 2 : ROADS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
2.17 SABS
1200 MM
ROAD SIGNS
2.17.1 8.3.1 Traffic signs 600mm STOP No. 2.0 1.0 1.0
2.17.2 8.3.1 Traffic signs 600mm YIELD OR ROUND
ABOUT
No. 6.0 4.0 4.0
2.17.3 8.3.1 Traffic signs 600mm SPEED No. 2.0 0.0 0.0
2.17.4 8.3.1 Traffic signs 900mm STOP No. 6.0 1.0 1.0
2.18 TEMPORARY TRAFFIC SIGNS
8.3.1 To drawing for
2.18.1 a) Roadworks in MR238 Sum 1.0 0.0 0.0
2.18.2 b) Jacking of pipes Sum 1.0 1.0 1.0
TOTAL CARRIED FORWARD TO SUMMARY
14
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
3 SABS
1200 LE
SECTION 3 : STORMWATER DRAINAGE
3.1 1200 C CLEAR SITE
3.1.1 PSC 4
8.3.1(a)
Clear and grub pipe trenches to 2m over
trench widths outside road reserves.
m 1,300.0 1,313.0 1,313.0
1200 DB
8.3.2(a)
Excavate, select materials, backfill and dispose
of surplus/unsuitable material
Trench width: up to 900mm
3.1.2 0.5m to 1.0m depth m 10.0
3.1.3 >1.0m to 1.5m depth m 600.0 0.0 0.0
Trench width 1050mm
3.1.4 0.5m to 1.0m depth m 10.0
3.1.5 >1.0m to 1.5m depth m 405.0 903.0 903.0
Trench width 1450mm
3.1.6 0m to 0.5m depth m 100.0
3.1.7 >0.5m to 1.0m depth m 5.0 110.0 110.0
3.1.8 >1m to 1.5m depth m 190.0 300.0 300.0
3.1.9 >1.5m to 2.0m depth m 180.0 0.0 0.0
8.3.2(b) Extra over items 3.1.2 to 3.1.9 for excavation
in:
3.1.10 Intermediate material m3 5.0
3.1.11 Hard rock material m3 50.0
TOTAL CARRIED FORWARD
15
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.2 SABS
1200 LE
PIPES
8.2.1 Supply, handle, lay, bed on Class C, class
100D concrete pipe, socket & spigot type
3.2.1 300 mm diameter m 20.0 207.0 207.0
3.2.2 375 mm diameter m 240.0 68.0 68.0
3.2.3 450 mm diameter m 345.0 296.0 296.0
3.2.4 525 mm diameter m 403.0 245.0 245.0
8.2.1 Supply, handle, lay, bed on Class C, class 75D
concrete pipe, socket & spigot type
3.2.5 600 mm diameter m 190.0 342.0 342.0
3.2.6 750 mm diameter m 180.0 0.0 0.0
3.2.7 825 mm diameter m 5.0
8.2.1 Supply, handle, lay, bed on Class C, class 50D
concrete pipe, socket & spigot type
3.2.8 900 mm diameter m 100.0
TOTAL CARRIED FORWARD
16
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.3 SABS
1200 LE
CONCRETE CHANNELS
8.2.1 Supply, handle, lay, bed on 25mm
sand/cement mix, precast trapezoidal channel
3.3.1 450 mm bottom 600 mm top m 60.0 12.0 12.0
8.2.1 Supply all materials including shuttering, ref
311 steel, handle, CONSTRUCT insitu
channel (USE SAND FROM SITE)
3.3.2 Channel A m 50.0
3.3.3 Channel B m 50.0
8.2.1 Remove existing SW pipe, handle, lay in new
position, bed on Class C, class 100D concrete
pipe, socket & spigot type
3.3.4 450 mm diameter m 15.0 15.0 15.0
8.2.1 Supply, handle, lay, bed , class 4 uPVC
SEWER pipe FOR ROOFWATER
DRAINAGE in the same trench as foul sewer
line
3.3.5 110 mm diameter m 6.0
3.3.6 160 mm diameter m 6.0
3.3.7 200 mm diameter m 6.0
3.3.8 250 mm diameter m 6.0
8.2.1 Supply, handle, lay, bed on Class C, class 4
uPVC SEWER pipe inspection Y-piece FOR
ROOFWATER DRAINAGE in the same
trench as foul sewer line, with endcap
3.3.9 110x110 mm diameter No 2.0
3.3.10 160x110 mm diameter No 2.0
TOTAL CARRIED FORWARD
17
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.4 SABS
1200 LB
PROVIDE BEDDING MATERIAL
8.2.1 Provision of bedding material from trench
excavation or stockpile on site.
3.4.1 Selected granular material m3 450.0
3.4.2 Selected fill material m3 900.0
3.5 8.2.8 CATCHPITS AND INLETS
Kerb Side inlet kerb as indicated on drawings.
1.2m deep
3.5.1 1m Inlets (600X900 inside) No. 2.0 17.0 17.0
3.5.2 2m Inlets (600x1300 inside) No. 12.0 0.0 0.0
Kerb Side inlet kerb as indicated on drawings.
1.3-1.8m deep
3.5.3 2m Inlets (800x1300 inside) No. 10.0 5.0 5.0
Kerb drop inlet kerb as indicated on drawings.
3.5.4 1m Inlets No. 1.0
3.5.5 2m Inlets No. 1.0
3.5.6 Roofwater chamber (300x300x600)- plastered
double brickwall complete
with 300x300 CI grid and rame
No. 1.0
TOTAL CARRIED FORWARD
18
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.6 8.2.8 MANHOLES
3.6.1 Construct complete manholes as per drawings.
1,0 m to 1,5 m
No. 2.0 11.0 11.0
3.6.2 Construct complete manholes as per drawings.
>1,5 m to 2,0m
No. 2.0
3.6.3 Construct complete manholes as per drawings.
>2,0 m to 2,5 m
No. 1.0 0.0 0.0
3.7 OUTLET STRUCTURES
3.7.1 Inlet/Outlet structures for 375-450mm
stormwater pipes as per drawing
No. 2.0 1.0 1.0
3.7.2 Outlet structures for 600mm stormwater pipes
as per drawing
No. 2.0 2.0 2.0
3.7.3 Construct 25 mpa re-infored concrete
retaining wall at the ends of existing Outlet
Culvert structures.
1800x1500x300mm wall with 2x ref 888
mesh and 2000x1500x300 foundation with 2x
ref 888 mesh
No. 4.0 0.0 0.0
3.8 CROSSING OF EXISTING ROADS
3.8.1 Regulating traffic during roadcrossings Sum 1.0 0.0 0.0
3.8.2 Cut asphalt surface to its total depth along a
straight line (tolerance ¦ 10mm) where
indicated by the Engineer
m 10.0 0.0 0.0
3.8.3 Backfill and replace road foundation to its
original layer thickness and compaction
densities
m3 5.0 0.0 0.0
3.8.4 Replace 25mm premix surface layer with
similar material and thickness including the
prime coat
m2 6.0 0.0 0.0
3.8.5 Existing services crossings, water,
electical.etc.
No 12.0 0.0 0.0
3.8.6 Existing services along new pipe, water and
electical
m 50.0 0.0 0.0
TOTAL CARRIED FORWARD
19
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.9 MISCELLANEOUS
3.9.1 Allow a provisional amount for miscellaneous
work
pc 1.0 1.0 1.0 5,000.00 5,000.00
3.9.2 Block off 450 mm diameter stormwater pipes No. 1.0 1.0 1.0
3.9.3 Shape sides of earth channel and plant with
grass roots and maintain for 3 months
m² 300.0 0.0 0.0
3.9.4 Shape POS and plant with grass roots and
maintain for 3 months
m² 1,600.0 0.0 0.0
3.9.5 Allow for automatic irrigation system pc 1.0 Rate Only
EXAPLE OF FURTHER BREAK DOWN NEEDED
IRRIGATION SHOULD BE BROKEN UP INTO: PIPES, CONTROL, VALVES, PUMPS & WATER STORAGE
TOTAL CARRIED FORWARD
20
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.10 SITE CLEARANCE AND PREPARATION
OF RETENTION DAMS
Clear and strip area to be covered by
3.10.1 8.3.1.1 a) Solum of dam, outlet works,and spillway m² 200.0
3.10.2 8.3.1.6 b) Reservoir basin m² 1,200.0
3.10.3 c) Borrow areas m² 300.0
8.3.1.2 Remove trees from areas covered by items
.2.1 - .2.3 and dispose. Girth of trees:
3.10.4 Over 1,0 m up to 2,0 m No. 2.0
3.10.5 Over 2,0 m up to 3,0 m No. 1.0
3.10.6 Over 3,0 m up to 4,0 m No. 1.0
3.10.7 8.3.2 Remove topsoil from extra depths to stockpile
(Prov.)
m³ 150.0
3.10.8 8.3.4 Preparation of solum of dam m² 120.0
3.10.9 8.3.4 SOAK AWAY No 0.0 3.0 3.0
TOTAL CARRIED FORWARD
21
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.11 EXCAVATION OF RETENTION DAMS
8.3.3(a) Material unsuitable for embankment. Excavate
from essential excavations, and place in spoil
dumps
3.11.1 Soft material from solum, cut-off, outlet
trenches, and spillway areas
m³ 120.0
8.3.3(b)
and (c)
Suitable material from essential excavations.
Excavate to line and level in all materials (see
Dwg DE-1 of SANS 1200 DE) as if in soft or
intermediate material and move to appropriate
zones in embankment from
3.11.2 a) cut-off trench m³ 30.0
3.11.3 b) outlet trench m³ 30.0
3.11.4 c) spillway channels m³ 30.0
3.11.5 8.3.3(c) Extra-over otems .3.2 - .3.4, for hard rock
material (Prov. quantity)
m³ 10.0
8.3.5 EMBANKMENT OF RETENTION DAMS
Take delivery of material excavated under
items .3.2 to .3.4 or excavate and select from
borrow pits, place, spread, and consolidate
material in appropriate zones in embankment
3.11.6 a) Selected impervious material m³ 60.0
3.11.7 b) Transition m³ 20.0
3.11.8 c) Unselected pervious material m³ 60.0
3.11.9 d) Rip-rap m³ 20.0
3.11.10 e) Topsoil from stockpile to downstream slope
of embankment
m³ 20.0
3.11.11 f) Coarse filter material m³ 10.0
3.11.12 g) Fine filter material m³ 10.0
3.11.13 h) Gravel capping m³ 130.0
TOTAL CARRIED FORWARD
22
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
FINISHINGS OF RETENTION DAMS Trim
rock surfaces in spillway channels
3.11.14 PSDE a) Within 3 m from control wall m² 12.0
3.11.15 PSDE b) 3 m and more from control wall m² 12.0
SANS
1200 DE
Stone pitching including supply and placing of
stone and gravel backing
3.11.16 a) Grouted, minimum thickness 300 mm m² 50.0
3.11.17 b) Other types or thicknesses m² 20.0
3.11.18 8.3.9 Grassing Downstream face of embankment m² 150.0
3.12 PSDE OUTLET WORKS
3.12.1 Construct outlet pipeline with 200 mm
diameter class 100d, concrete pipe, complete
except for encasement
m 12.0
3.12.2 Provide and install 200mm gate valve Sum 1.0
3.12.3 Construct outlet valve box complete, Sum 1.0
3.12.4 Concrete of specified strength 15 MPa for pipe-
encasement including costs of all
reinforcement and formwork
m³ 6.0
TOTAL CARRIED FORWARD
23
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.13 SANS
1200 DK
GABIONS AND PITCHING
EXCAVATION See Section D, DA, DE as
applicable
Gabions
3.13.1 8.2.1 Surface preparation for bedding of gabions m² 50.0 0.0 0.0
8.2.2 Construct gabions using galvinized wire mesh
3.13.2 a) Toe mattresses of depth 0,17 m with
diaphragms providing 2 m x 1 m cells
m³ 50.0 0.0
3.13.3 b) Foundation mattresses of depth 0,3 m with
diaphragms providing 2 m x 1 m cells
m³ 50.0
3.13.4 c) Gabions of section 1,5 m x 1,0 m for walls m³ 50.0
3.13.5 8.2.3 Extra-over item 3.12.4 for selected stone on
face
m² 50.0
8.2.4 Geotextile (type, etc, stated) placed where
ground water seepage occurs
3.13.6 a) below foundation mattresses m² 60.0 0.0 0.0
3.13.7 b) on slope behind wall m² 60.0 0.0 0.0
3.14 PITCHING
3.14.1 8.2.5 Ordinary pitching, of thickness at least 300
mm on slope of bank
m² 15.0 0.0 0.0
3.14.2 8.2.6 Backing of thickness 200 mm near bridge
wings and as ordered
m² 15.0 0.0 0.0
3.14.3 8.2.7 Weepholes. 20mm pipe every 1m 100mm
above babin level
No. 30.0 0.0 0.0
TOTAL CARRIED FORWARD
24
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 3: STORMWATER DRAINAGE
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
3.15 SANS
1200 LG
PIPE JACKING AT INTERSECTION
CROSSING
8.2.1 Jacking establishment
3.15.1 a) Fixed charges Sum 1.0 1.0 1.0
3.15.2 b) Time-related charges for jacking operations Sum 1.0 1.0 1.0
Excavation and backfilling
8.2.4 Excavate for pipes at the jacking face
(including removal and disposal of surplus
excavated material within a 0,5 km radius of
the working area) in material that is:
3.15.3 a) Soft cohesive soil m³ 30.0
3.15.4 b) Non-cohesive sand m³ 5.0
3.15.5 c) Hard pickable soil m³ 2.0
8.2.2 Supply of pipes to be jacked
3.15.6 150 mm dia. SC Type, designation 100D in
one crossing
m 20.0
3.15.7 375 mm dia. SC Type, designation 100D in
two crossings, each approximately 25 m in
length
m 50.0
3.15.8 375 mm dia. SC Type, designation 100D in
two crossings, each approximately 15 m in
length
m 30.0
3.15.9 630 mm dia. HDPE Type, CLASS 6 in one
crossing
m 20.0 60.0 60.0
3.15.10 1 050 mm dia. SC Type, designation 100D in
two crossings, each approximately 15 m in
length
m 30.0 0.0 0.0
8.2.3 Jacking of pipes into their final positions
3.15.11 150 mm dia. SC Type, designation 100D at
one crossing
m 20.0
3.15.12 375 mm dia. SC Type, designation 100D at in
two crossing
m 50.0
3.15.13 375 mm dia. SC Type, designation 100D in
two crossing
m 30.0
3.15.14 630 mm dia. HDPE Type, CLASS 6 in one
crossing
m 20.0 60.0 60.0
3.15.15 1 050 mm dia. SC Type, designation 100D at
two crossings
m 30.0 0.0 0.0
TOTAL CARRIED FORWARD TO SUMMARY
25
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
4 SABS
1200 LD
SECTION 4 : SEWER RETICULATION
4.1 SEWERS
4.1.1 1200 C
PSC4
Clear vegetation along pipelines outside road
reserves to a max. width over centre line of
2m
m 3,650.0 965.5 965.5
8.3.1(a)
4.2 EXCAVATION
1200 DB
8.3.2(a)
Excavate in all materials for backfill, compact
and dispose of material:
PSDB 2.2
4.2.1 1,0 m to 1,5 m m 1,150.0
4.2.2 >1,5 m to 2,0 m m 1,150.0
4.2.3 >2,0 m to 2,5 m m 10.0 1,004.0 1,004.0
750 mm WIDE TRENCHES
4.2.4 1,0 m to 1,5 m m 80.0
4.2.5 >1,5 m to 2,0 m m 400.0
4.2.6 >2,0 m to 3,0 m m 150.0 932.0 932.0
900 mm WIDE TRENCHES
4.2.7 1,0 m to 1,5 m m 100.0
4.2.8 >1,5 m to 2,0 m m 600.0 273.8 273.8
4.2.9 >2,0 m to 3,0 m m 175.0 707.1 707.1
8.3.2(b) Extra over item 4.3 for excavation in:
4.2.10 Intermediate material m3 5.0 207.3 207.3
4.2.11 Hard rock material m3 50.0
4.2.12 Hand excavation m3 15.0
4.2.13 Extra over item 4.3 for excavation in:
Sewer excavation next to vibacrete wall/brick
wall
m 130.0
TOTAL CARRIED FORWARD
26
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
4.3 SABS
1200 LB
BEDDING
8.2.1
PSLB1/2
Provision of bedding from trench excavation
as directed by the Engineer:
4.3.1 Selected granular material m3 50.0 0.0
4.3.2 Selected fill material m3 100.0
8.2.2.3 Provision of bedding from commercial
sources:
4.3.3 Selected granular material m3 670.0
4.3.4 Selected fill material m3 1,400.0
4.3.5 8.2.3 Grade 20/19 concrete in bedding cradle m3 3.0 3.0 3.0
4.3.6 Encasement of pipes in concrete where
directed by theEngineer only
m3 1.0 1.0 1.0
TOTAL CARRIED FORWARD
27
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
4.4 SABS
1200 LD
UPVC SEWER PIPES
8.2.1
PSLD 7
Supply, lay, joint, bed and test as for rigid
pipes - class 34 - SABS 791 - SOLID WALL
4.4.1 110 mm dia m 80.0
4.4.2 160 mm dia m 550.0 640.0 640.0
4.4.3 200 mm dia m 100.0 73.6 73.6
4.4.4 250 mm dia m 425.0 384.1 384.1
4.4.5 300 mm dia m 175.0
SABS
1200 L
MEDIUM PRESSURE UPVC CLASS 12
LINES rising main with required couplings,
test and disinfect.
Supply, deliver, store, protect, handle, lay,
clean, disinfect & test pipes complete with
couplings:
4.4.6 90 mm upvc Class 12 m 0
4.4.7 110 mm upvc Class 12 m 333 290 290
4.4.8 160 mm upvc Class 12 m 370 290 290
4.4.9 200 mm upvc Class 12 m 1,110
TOTAL CARRIED FORWARD
28
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
4.5 MANHOLES
8.2.3
PSLD 2 Supply and installation of 1.0m dia
prefabricated fibre cement manholes,
complete as per datail drawing , SABS type
2A cover and frame:
PSLD 9.1
Depths from (measured from F.G.L of lowest
pipe):
4.5.1 >1,0 m to 1,5 m No. 9.0
4.5.2 >1,5 m to 2,0 m No. 11.0 6.0 6.0
4.5.3 >2,0 m to 3,0 m No. 13.0 16.0 16.0
4.5.4 Extra over item for a SABS type 2A heavy
duty cover and frame,
No. 33.0
4.5.5 8.2.4 Extra over item for backdrops ramps,
including additional excavation etc. for depths
0,0 m to 2,1 m
No. 2.0
TOTAL CARRIED FORWARD
29
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
4.6 8.2.6
PSDB 2.1
ERF CONNECTIONS
PSLD 6 Length detailed in description measured along
the pipe from the line of main sewer to the
plug of the erf connection Supply, cut, joint
and lay of up-stream side of "Y"-junction
included in the price of the connection
Direct connection into main sewer PIPE
length up to 2 m, including excavation,
backfilling and bedding:
4.6.1 110 mm dia into 160 mm dia sewer No. 1.0 0.0 0.0
4.6.2 110 mm dia into 200 mm dia sewer No. 1.0
Direct connection into main sewer PIPE
length over 2m up to 12 m, including
excavation, backfilling and bedding:
4.6.3 110 mm dia into 160 mm dia sewer No. 2.0 10.0 10.0
4.6.4 110 mm dia into 200 mm dia sewer No. 2.0 5.0 5.0
4.6.5 160 mm dia into 160 mm dia sewer No. 2.0
4.6.6 160 mm dia into 200 mm dia sewer No. 2.0
Direct connection into main sewer MH length
up to 2 m, including excavation, backfilling
and bedding:
4.6.7 110 mm dia into MH No. 33.0
Supply, joint and lay pipe, fit rodding eye,
complete as per drawing, incl. access box
4.6.8 Depth: 1,0 m to 2,0 m No. 1.0
4.6.9 Depth: 2,0 m to 3,0 m No. 1.0
TOTAL CARRIED FORWARD
30
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD 1,034,203.66
4.7 CROSSING OF EXISTING ROADS
4.7.1 Regulating traffic during roadcrossings Sum 1.0 2,850.00
4.7.2 Cut asphalt surface to its total depth along a
straight line (tolerance ¦ 10mm) where
indicated by the Engineer
m 6.0 25.00
4.7.3 Backfill and replace road foundation to its
original layer thickness and compaction
densities
m3 3.0 1,436.00
4.7.4 Replace 25mm premix surface layer with
similar material and thickness including the
prime coat
m2 6.0 380.00
4.7.5 Existing services crossings, water,
electical.etc.
No 12.0 202.00
4.7.6 Existing services along new pipe, water and
electical
m 100.0 86.00
4.8 MISCELLANEOUS
4.8.1 PSLD 4 Marker blocks for erf connections, complete No. 35.0 35.0 35.0 86.00 3,010.00
4.8.2 Temporary end caps for erf connections No. 35.0 35.0 35.0 0.00 0.00
4.8.3 Break in and connect to existing sewer,
including thetemporary handling of sewage in
the municipal sewer, that is for example
pumps, pipes and generator as required
(manhole measured elsewhere)
Sum 1.0 1.0 1.0 9,840.00 9,840.00
4.8.4 Extra over - sewer excavation, spoil clay off
site
m3 25.0
4.8.5 Allow a provisional amount for miscellaneous
items
pc 1.0 1.0 1.0 5,000.00 5,000.00
TOTAL CARRIED FORWARD 1,052,053.66
31
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD 1,052,053.66
4.9 PUMPSTATION
4.9.1 Construct new sewarage pumpstation -
2xSEWER PUMPS
1. to pump 10 liter/sec, at 40m head
2. to pump 20 liter/sec, at 40m head
switch gear, electrical works, 6m deep
concrete ring pumpstation (2m dia) with
250mm concrete base and 200mm coverslab
with 2X lockable hinged access
cover&frames, including excavation to spoil
Sum 1 486,372.00 Rate Only
4.9.2 Move existing pumpstation to new position,
link as storage tanks, 6m deep concrete ring
pumpstation (2m dia) with 250mm concrete
base and 200mm coverslab with 2X lockable
hinged access cover&frames, including
excavation to spoil
Sum 1 193,560.00 Rate Only
TOTAL CARRIED FORWARD
THIS IS AN INADIQUITE EXAMPLE OF THE
BREAK DOWN OF A PUMPSTATION, - PLEASE
SE SEWER RITICULATION AND PUMPSTATION
EXAMPLE FOR A BETTER INDICATION
32
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 4 : SEWER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
4.10 SANS
1200 LG
PIPE JACKING AT INTERSECTION
CROSSING
8.2.1 Jacking establishment
4.10.1 a) Fixed charges Sum 1.0 1.0 1.0
4.10.2 b) Time-related charges for jacking operations Sum 1.0 1.0 1.0
Excavation and backfilling
8.2.4 Excavate for pipes at the jacking face
(including removal and disposal of surplus
excavated material within a 0,5 km radius of
the working area) in material that is:
4.10.3 a) Soft cohesive soil m³ 20.0
4.10.4 b) Non-cohesive sand m³ 20.0
4.10.5 c) Hard pickable soil m³ 20.0
8.2.2 Supply of pipes to be jacked
4.10.6 160 mm dia. hdpe Type, designation in one
crossing approximately 40m in length
m 80.0 60.0 60.0
4.10.7 250mm dia. hdpeType, designation in two
crossings, each approximately 40m in length
m 80.0 60.0 60.0
8.2.3 Jacking of pipes into their final positions -
vertical specified slope - from given level to
level
4.10.8 160 mm dia. hdpe, designation at one crossing
approximately 40m in length
m 80.0 60.0 60.0
4.10.9 250 mm dia. hdpe Type, designation at two
crossing, seach approximately 40m in length
m 80.0 60.0 60.0
TOTAL CARRIED FORWARD TO SUMMARY
33
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
5 SABS
1200 L
SECTION 5 : WATER RETICULATION
5.1 SITE CLEARANCE
5.1.1 1200 C
PSC 4
Clear vegetation around pipe outside the road
reserves to a max. of 2 m over pipe centre
lines
m2 850.0 1,327.0 1,327.0
8.3.1(a)
5.2 EXCAVATION
1200 DB
8.3.2(a)
Excavate in all materials for fill, compact and
dispose of unsuitable material:
PSDB 2.2
600 mm WIDE TRENCHES
5.2.1 0,0 m to 1,0 m m 20.0 108.0 108.0
5.2.2 >1,0 m to 1,5 m m 20.0 48.0 48.0
750 mm WIDE TRENCHES
5.2.3 1,0 m to 1,5 m m 60.0
5.2.4 >1,5 m to 2,0 m m 400.0
950 mm WIDE TRENCHES
5.2.5 1,0 m to 1,5 m m 235 537 537
5.2.6 >1,5 m to 2,0 m m 400 0 0
8.3.2(h) Extra over item for excavation in:
5.2.7 Intermediate material m3 2.0
5.2.8 Hard rock material m3 15.0
5.2.9 Hand excavation m3 15.0 15.0 15.0
TOTAL CARRIED FORWARD
34
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.3 SABS
1200 LE
BEDDING
8.2.1 Provision of bedding from trench excavation
in:
5.3.1 Selected granular material m3 15.0
5.3.2 Selected fill material m3 25.0
8.2.2.3 Provision of bedding by import commercial
sources:
5.3.3 Selected granular material m3 200.0
5.3.4 Selected fill material m3 400.0
5.3.5 8.2.3 Concrete bedding cradle m3 5.0 5.0 5.0
5.3.6 Encasing of pipes in concrete m3 2.0 2.0 2.0
TOTAL CARRIED FORWARD
35
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.4 SABS
1200 L
MEDIUM PRESSURE UPVC CLASS 12
LINES
with required couplings, reticulation valves,
test and disinfect.
Supply, deliver, store, protect, handle, lay,
clean, disinfect & test pipes complete with
couplings:
5.4.1 50 mm upvc Class 12 m 6.0
5.4.2 75 mm upvc Class 12 m 6.0
5.4.3 110 mm upvc Class 12 m 90.0 164.0 164.0
5.4.4 160 mm upvc Class 12 m 160.0 262.0 262.0
5.4.5 200 mm upvc Class 12 m 705.0 296.0 296.0
5.4.6 250 mm upvc Class 12 m 6.0
SABS
1200 L
MEDIUM PRESSURE hdpe LINES with
required couplings,reticulation valves, test and
disinfect.
Supply, deliver, store, protect, handle, lay,
clean, disinfect & test pipes complete with
couplings:
5.4.7 50 mm Class 12 m 50.0
TOTAL CARRIED FORWARD
36
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.5 8.2.2
PSL 1.3
FITTINGS
All fittings must be provided with pipe
couplings as prescribed by manufacturers.
Class of fittings to suit pipe
5.6 BENDS
5.6.1 90 x 160 mm dia No. 0.0
5.6.2 45 x 160 mm dia No. 0.0
5.6.3 22.5 x 160 mm dia No. 0.0
5.6.4 90 x 110 mm dia No. 1.0
5.6.5 45 x 110 mm dia No. 0.0
5.6.6 22.5 x 110 mm dia No. 0.0
5.6.7 45 x 200 mm dia No. 1.0
5.6.8 90 x 250 mm dia No. 0.0
5.6.9 45 x 250 mm dia No. 0.0
5.6.10 22.5 x 250 mm dia No. 1.0
5.6.11 11.25 x 250 mm dia No. 0.0
5.7 T-PIECES
5.7.1 250 x 200 mm dia T-Piece No. 0.0
5.7.2 200 x 200 mm dia T-Piece No. 4.0 4.0 4.0
5.7.3 200 x 160 mm dia T-Piece No. 2.0
5.7.4 200 x 110 mm dia T-Piece No. 2.0 12.0 12.0
5.7.5 200 x 75 mm dia T-Piece No. 0.0
5.7.6 160 x 160 mm dia T-Piece No. 0.0
5.7.7 160 x 110 mm dia T-Piece No. 0.0 0.0 0.0
5.7.8 160 x 75 mm dia T-Piece No. 0.0
5.7.9 110 x 110 mm dia T-Piece No. 2.0
5.7.10 110 x 75 mm dia T-Piece No. 0.0
5.7.11 75 x 50 mm dia T-Piece No. 0.0
5.7.12 250 x 200 mm dia T-Piece flanged ends No. 0.0
5.7.13 200 x 200 mm dia T-Piece flanged ends No. 4.0 2.0 2.0
5.7.14 200 x160 mm dia Reducer No. 4.0 4.0 4.0
5.7.15 160 x110 mm dia Reducer No. 4.0
5.8 END CAPS
5.8.1 200 mm dia End cap No. 3.0 2.0 2.0
5.8.2 160 mm dia End cap No. 2.0 3.0 3.0
5.8.3 110 mm dia End cap No. 7.0 8.0 8.0
TOTAL CARRIED FORWARD
37
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.8.4 75 mm dia End cap No. 0.0 0.00
5.8.5 50 mm dia End cap No. 3.0 60.50
TOTAL CARRIED FORWARD
38
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.9 8.2.3
PSL 3
VALVES
Supplying and bedding in concrete, cutting
and jointing of Class 16 TYPE water works
sluice
5.9.1 250 mm flanged end No. 2.0 0.0 0.0
5.9.2 200 mm flanged end No. 10.0 5.0 5.0
5.9.3 160 mm socket end No. 8.0 4.0 4.0
5.9.4 110 mm socket end No. 4.0 8.0 8.0
5.9.5 75 mm socket end No. 0.0
Supplying and bedding in concrete, cutting
and jointing of Class 16 TYPE brass sluice
5.9.6 50 mm socket end No. 2.0
5.9.7 32 mm socket end No. 2.0
5.9.8 22 mm socket end No. 1.0
5.9.9 PSL 4 Fire hydrants as indicated on drawings No. 12.0 7.0 7.0
5.10 CONCRETE
5.10.1 8.2.10 Anchor/thrust blocks excavation, formwork
and Class 20/19 concrete
m3 5.0 5.0 5.0
5.11 8.2.12
PSL 6
VALVE CHAMBERS
Valve and hydrant chambers complete up to
200 mm pipe as per drawing:
5.11.1 Valve chambers No. 24.0 16.0 16.0
5.11.2 Hydrant chambers No. 12.0 7.0 7.0
5.11.3 PSL 8 Connect into existing mains by excavating,
breaking in, lay and special requirements
incl.fittings, and payment of
pc 2.0 2.0 2.0
Municipality for physical breaking in and
connection
TOTAL CARRIED FORWARD
39
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.12 SABS
1200 LF
ERF CONNECTIONS
Complete with excavation -bedding and fitting
with saddle pipe and all other fittings as per
drawings: including watermeter and stop tap
5.12.1 8.2.1 Long single house connections (28 mm dia
POLYCOP-pipe)
No. 1.0 1.0 1.0
5.12.2 Long double house connections (28 mm dia
POLYCOP-pipe branching into 2x22mm )
No. 1.0 1.0 1.0
5.12.3 Short single house connections(22 mm dia
POLYCOP-pipe)
No. 1.0 1.0 1.0
5.12.4 Short double house connections(28 mm dia
POLYCOP-pipe branching into 2x22mm )
No. 1.0 1.0 1.0
5.12.5 8.2.8 Erf Waterpipe end markers No. 15.0 15.0 15.0
5.13 CROSSING OF EXISTING ROADS
5.13.1 Regulating traffic during roadcrossings Sum 1.0
5.13.2 Cut asphalt surface to its total depth along a
straight line (tolerance ¦ 10mm) where
indicated by the Engineer
m 25.0
5.13.3 Backfill and replace road foundation to its
original layer thickness and compaction
densities
m3 5.0
5.13.4 Replace double seal chip and spray surface
layer with similar material and thickness
including the prime coat
m2 12.0
5.13.5 Existing services crossings, water,
electical.etc.
No 8.0
5.13.6 Existing services along new pipe, water and
electical
m 50.0
TOTAL CARRIED FORWARD
40
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.14 MISCELLANEOUS
5.14.1 Allow a provisional sum for BULK WATER
METER 50mm including arrangments and
handling costs for flats site
pc 1.0 1.0 1.0
5.14.2 Extra over - water excavation - spoil clay off
site
m3 10.0
5.14.3 Re-instate garden m2 10.0 10.0 10.0
TOTAL CARRIED FORWARD
41
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 5 : WATER RETICULATION
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
5.15 SANS
1200 LG
PIPE JACKING AT INTERSECTION
CROSSING
8.2.1 Jacking establishment
5.15.1 a) Fixed charges Sum 1.0 1.0 1.0
5.15.2 b) Time-related charges for jacking operations Sum 1.0 1.0 1.0
Excavation and backfilling
8.2.4 Excavate for pipes at the jacking face
(including removal and disposal of surplus
excavated material within a 0,5 km radius of
the working area) in material that is:
5.15.3 a) Soft cohesive soil m³ 20.0
5.15.4 b) Non-cohesive sand m³ 20.0
5.15.5 c) Hard pickable soil m³ 20.0
8.2.2 Supply of pipes to be jacked
5.15.6 160 mm dia. hdpe Type, designation in one
crossing approximately 40m in length
m 80.0
5.15.7 200 mm dia. hdpeType, designation in two
crossings, each approximately 40m in length
m 80.0 60.0 60.0
8.2.3 Jacking of pipes into their final positions -
horizontal
5.15.8 160 mm dia. hdpe, designation at one crossing
approximately 40m in length
m 80.0
5.15.9 200 mm dia. hdpe Type, designation at two
crossing, seach approximately 40m in length
m 80.0 60.0 60.0
TOTAL CARRIED FORWARD TO SUMMARY
42
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 6 : CABLE DUCTS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
6 SABS
1200 LC
SECTION 6 : CABLE DUCTS
6.1 SITE CLEARANCE
8.2.2 Excavation
Excavate and backfill in all materials for
trenches including disposal of unsuitable
material
6.1.1 1,0 m to 2,0 m m 2,500.0 911.0 911.0
Extra over item 6.1.1 for excavation in:
6.1.2 Intermediate material m3 1.0
6.1.3 Hard rock material m3 5.0
6.2 8.2.5 LAY AND BED DUCTS FOR TELKOM
in the same trench as water pipe
6.2.1 110 mm diam.telkom green corflow pipes m 1,200.0 911.0 911.0
6.2.2 110 mm diam.coms black corflow pipes m 1,200.0 911.0 911.0
TOTAL CARRIED FORWARD
43
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 6 : CABLE DUCTS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
6.3 8.2.5 SUPPLY, BED AND LAY DUCTS FOR
ELECTRICAL CROSSINGS
6.3.1 110 mm uPVC m 500.0 398.0 398.0
6.3.2 160 mm uPVC m 300.0 290.0 290.0
6.4 8.2.5 SUPPLY, BED AND LAY DUCTS FOR
ROBOT CROSSINGS
6.4.1 110 mm uPVC m 500.0 74.0 74.0
6.4.2 160 mm uPVC m 300.0
6.4.3 8.2.6 Bedding and selected backfill material from
excavation
m3 325.0
6.4.4 SUPPLY ALL MATERIALS AND
CONSTRUCT TELKOM ACCESSIBLE
MANHOLE COMPLETE-( with 700x700
square frame and 600 dia polymer medium
duty cover approved by telkom)
No 5.0 2.0 2.0
6.4.5 SUPPLY ALL MATERIALS AND
CONSTRUCT DOUBLE TELKOM
ACCESSIBLE MANHOLE COMPLETE-(
with 2x 700x700 square frame and 600 dia
polymer medium duty cover approved by
telkom)
No 20.0 20.0 20.0
6.4.6 Mark all ducts on kerbface by cutting into
kerb with grinder and paint:
Telkom - "T" - green
Eskom - "E" - red
No 10.0 10.0 10.0
TOTAL CARRIED FORWARD
44
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No:
SECTION 6 : CABLE DUCTS
ITEM
NO
PAYMENT DESCRIPTION UNIT SCHED
QTY
N/A MONTH
QTY
CERT 01
QTY
RATE CERT 01
AMOUNT
BROUGHT FORWARD
6.5 SANS
1200 LG
PIPE JACKING AT INTERSECTION
CROSSING
8.2.1 Jacking establishment
6.5.1 a) Fixed charges Sum 1.0 1.0 1.0
6.5.2 b) Time-related charges for jacking operations Sum 1.0 1.0 1.0
Excavation and backfilling
8.2.4 Excavate for pipes at the jacking face
(including removal and disposal of surplus
excavated material within a 0,5 km radius of
the working area) in material that is:
6.5.3 a) Soft cohesive soil m³ 20.0
6.5.4 b) Non-cohesive sand m³ 20.0
6.5.5 c) Hard pickable soil m³ 20.0
8.2.2 Supply of pipes to be jacked
6.5.6 110 mm dia. hdpe Type, designation in one
crossing approximately 40m in length
m 160.0 1,300.0 1,300.0
6.5.7 160 mm dia. hdpeType, designation in two
crossings, each approximately 40m in length
m 160.0 380.0 380.0
8.2.3 Jacking of pipes into their final positions -
horizontal
6.5.8 110 mm dia. hdpe, designation at one crossing
approximately 40m in length
m 160.0 600.0 600.0
6.5.9 160 mm dia. hdpe Type, designation at two
crossing, seach approximately 40m in length
m 160.0 120.0 120.0
TOTAL CARRIED FORWARD TO SUMMARY
45
THE INSTALLATION OF CIVIL ENGINEERING SERVICES DATE
PROJECT NAME, TOWN
TENDER No
SUMMARY OF SECTIONS
SECTION DESCRIPTION CERT 01
AMOUNT
1 PRELIMINARY AND GENERAL 1,449,569.70
2 ROADS 5,051,877.12
3 STORMWATER 1,933,750.19
4 SEWER RETICULATION 1,259,073.66
5 WATER RETICULATION 488,590.20
6 CABLE DUCTS 1,182,284.00
Sub-total 11,365,144.87
SUBTOTAL CONTINGENCIES (10%) 1,136,514.49
Sub-total 12,501,659.36
SUBTOTAL VAT (15%) 1,875,248.90
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES 14,376,908.26
46
Recommended