BOQ - EXAMPLE OF SMALL DEVELOPMENT (ROADS & STORM WATER, SEWERAGE… · 2020. 1. 28. · boq -...

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


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


2


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


4


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


existing stormwater retention pond after

relocation

m3 1,800.0 0.0 0.0


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


5


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


95% Mod. AASHTO max. density -

roads

m3 1,359.0 1,890.0 1,890.0


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


6


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


7


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


DETAIL 4 rad < 5m

m 10.0 0.0 0.0


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


8


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


9


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


10


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


11


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


12


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


13


PROJECT NAME, TOWN

TENDER No:

SECTION 2 : ROADS

ITEM

NO


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


PROJECT NAME, TOWN

TENDER No:

SECTION 3: STORMWATER DRAINAGE

ITEM

NO


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


15


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


16


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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





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


17


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


18


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


>1,5 m to 2,0m

No. 2.0


>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


19


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


20


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


21


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


22


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


23


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


24


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


two crossings, each approximately 25 m in

length

m 50.0



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


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


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


25


PROJECT NAME, TOWN

TENDER No:

SECTION 4 : SEWER RETICULATION

ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

4 SABS

1200 LD


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


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


4.2.12 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


26


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


8.2.2.3 Provision of bedding from commercial

sources:


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


27


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


28


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


29


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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:





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


30


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

BROUGHT FORWARD 1,034,203.66


4.7.1 Regulating traffic during roadcrossings Sum 1.0 2,850.00




m 6.0 25.00



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


electical.etc.

No 12.0 202.00


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


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


THIS IS AN INADIQUITE EXAMPLE OF THE

BREAK DOWN OF A PUMPSTATION, - PLEASE

SE SEWER RITICULATION AND PUMPSTATION

EXAMPLE FOR A BETTER INDICATION


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

BROUGHT FORWARD

4.10 SANS

1200 LG


CROSSING













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


33


PROJECT NAME, TOWN

TENDER No:

SECTION 5 : WATER RETICULATION

ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

5 SABS

1200 L


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


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


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


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:



5.2.9 Hand excavation m3 15.0 15.0 15.0


34


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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:



8.2.2.3 Provision of bedding by import commercial

sources:



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


35


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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.



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.



couplings:

5.4.7 50 mm Class 12 m 50.0


36


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


37


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


38


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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




5.9.9 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


39


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


5.13.1 Regulating traffic during roadcrossings Sum 1.0




m 25.0



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


electical.etc.

No 8.0


electical

m 50.0


40


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


41


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

BROUGHT FORWARD

5.15 SANS

1200 LG


CROSSING















m 80.0

5.15.7 200 mm dia. hdpeType, designation in two


m 80.0 60.0 60.0


horizontal



m 80.0



m 80.0 60.0 60.0


42


PROJECT NAME, TOWN

TENDER No:

SECTION 6 : CABLE DUCTS

ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

6 SABS

1200 LC


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:



6.2 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


43


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


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


44


PROJECT NAME, TOWN

TENDER No:


ITEM

NO


QTY

N/A MONTH

QTY

CERT 01

QTY

RATE CERT 01

AMOUNT

BROUGHT FORWARD

6.5 SANS

1200 LG


CROSSING















m 160.0 1,300.0 1,300.0

6.5.7 160 mm dia. hdpeType, designation in two


m 160.0 380.0 380.0


horizontal



m 160.0 600.0 600.0



m 160.0 120.0 120.0


45


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

BOQ - EXAMPLE OF SMALL DEVELOPMENT (ROADS & STORM WATER, SEWERAGE… · 2020. 1. 28. · boq -...

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Transcript of BOQ - EXAMPLE OF SMALL DEVELOPMENT (ROADS & STORM WATER, SEWERAGE… · 2020. 1. 28. · boq -...