0% found this document useful (0 votes)

408 views248 pages

Draft BQ

The document is a bill of quantities for earthworks including stripping topsoil, excavating, loading, hauling and depositing earth materials to form embankments, as well as landscaping works. Items listed include general clearance, removing trees, excavating various soil and rock materials for embankments or disposal, filling embankments with suitable excavated or imported materials, and landscaping items like spot turfing and hydroseeding. Quantities and rates are to be provided and totals calculated and carried to a summary.

Uploaded by

Wan

We take content rights seriously. If you suspect this is your content, claim it here.

Available Formats

Download as XLSX, PDF, TXT or read online on Scribd

0% found this document useful (0 votes)

408 views248 pages

Draft BQ

Uploaded by

Wan

We take content rights seriously. If you suspect this is your content, claim it here.

Available Formats

Download as XLSX, PDF, TXT or read online on Scribd

You are on page 1/ 248

BILL NO.

2 - DEMOLITION AND SITE CLEARANCE

NO. CODE NO. MOM DESCRIPTION UNIT

A E100 2.1 GENERAL CLEARANCE
Above Ground

E110 2.1.1 General clearance ha

E200 2.1.3 TREES

[All trees of 0.5 m girth and above shall become the property
of the
Government]
Trees of girth: 0.50 m to not exec 1 m sum
Trees of girth: exc 1 m to not exc 2 m sum

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 2

Summary of Bill No. 2 : Demolition and Site Clearance

Page BQ2 - 1/2
Total of Bill No. 2 Carried to Summary of Tender
ARANCE

QTY RATE (RM) AMOUNT (RM)

BILL NO. 2 - DEMOLITION AND SITE CLEARANCE

NO. CODE NO. MOM DESCRIPTION UNIT

A E100 2.1 GENERAL CLEARANCE
Above Ground

E110 2.1.1 General clearance ha

E200 2.1.3 TREES

[All trees of 0.5 m girth and above shall become the property
of the
Government]
Trees of girth: 0.50 m to not exec 1 m sum
Trees of girth: exc 1 m to not exc 2 m sum

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 2

Summary of Bill No. 2 : Demolition and Site Clearance

Page BQ2 - 1/2
Total of Bill No. 2 Carried to Summary of Tender
ARANCE

QTY RATE (RM) AMOUNT (RM)

BILL NO. 2 - DEMOLITION AND SITE CLEARANCE

NO. CODE NO. MOM DESCRIPTION UNIT

A E100 2.1 GENERAL CLEARANCE
Above Ground

E110 2.1.1 General clearance ha

E200 2.1.3 TREES

[All trees of 0.5 m girth and above shall become the property
of the
Government]
Trees of girth: 0.50 m to not exec 1 m sum
Trees of girth: exc 1 m to not exc 2 m sum

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 2

Summary of Bill No. 2 : Demolition and Site Clearance

Page BQ2 - 1/2
Total of Bill No. 2 Carried to Summary of Tender
ARANCE

QTY RATE (RM) AMOUNT (RM)

BILL NO. 2 - DEMOLITION AND SITE CLEARANCE

NO. CODE NO. MOM DESCRIPTION UNIT

A E100 2.1 GENERAL CLEARANCE
Above Ground

E110 2.1.1 General clearance ha

E200 2.1.3 TREES

[All trees of 0.5 m girth and above shall become the property
of the
Government]
Trees of girth: 0.50 m to not exec 1 m sum
Trees of girth: exc 1 m to not exc 2 m sum

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 2

Summary of Bill No. 2 : Demolition and Site Clearance

Page BQ2 - 1/2
Total of Bill No. 2 Carried to Summary of Tender
ARANCE

QTY RATE (RM) AMOUNT (RM)

BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

3.1 STRIPPING OF TOPSOIL
Stripping
A F111.1 3.1.1 Topsoil of average depth of 150 mm and disposed to the m2
Contractor's
dumpsite as approved by the P.D.
3.2 EXCAVATE, LOAD, HAUL AND DEPOSIT
Cut to Fill
B F121 3.2.1 Excavate in earth material from original ground level to form m3
embankment.
C F122 3.2.2 Excavate in natural hard material to form embankment. m3

3.3 EXCAVATE, LOAD, HAUL AND DISPOSE
Cut and Dispose
E F132 3.3.4 Excavate in natural hard material by ripper unit to disposal site m3
approved
by the P.D.
F F133.3 3.3.7 Excavate in rock material by hydraulic rock breaker to disposal m3
site
approved by the P.D.
G F135 3.3.9 Excavate in unsuitable material as per Specification to disposal site m3

approved by the P.D.

3.7 SPREAD. GRADE AND COMPACT
Filling
The following items for filling shall include compaction, testing
and
confirmation material and additional filling necessitated by
settlement or
penetration Into underlying material as applicable.
3.7.2 Embankments
H F321 3.7.2.1 Using suitable excavated material as per Specification to form m3

embankment.
I F322 3.7.2.2 Imported material from Contactor's own source as per m3
Specification to
form embankment.
Page Total Carried To Summary of Bill No. 3

BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT
F400 3.8. LANDSCAPING
K F410.1 3.8.1 Spot turfing to flat areas. m2

M F420.1 3.8.3 Hydroseeding as per Specification . m2

Miscellaneous
Items not mentioned above but are necessary for the completion of
the Works (Contractor to list out, if any)

b)
c)
Page Total Carried To Summary of Bill No. 3
AMOUNT (RM)
BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

approved by the P.D.

embankment.
I F322 3.7.2.2 Imported material from Contactor's own source as per m3
Specification to
form embankment.
Page Total Carried To Summary of Bill No. 3

BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT
F400 3.8. LANDSCAPING
K F410.1 3.8.1 Spot turfing to flat areas. m2

M F420.1 3.8.3 Hydroseeding as per Specification . m2

Miscellaneous
Items not mentioned above but are necessary for the completion of
the Works (Contractor to list out, if any)

b)
c)
Page Total Carried To Summary of Bill No. 3
AMOUNT (RM)
BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

approved by the P.D.

embankment.
I F322 3.7.2.2 Imported material from Contactor's own source as per m3
Specification to
form embankment.
Page Total Carried To Summary of Bill No. 3

BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT
F400 3.8. LANDSCAPING
K F410.1 3.8.1 Spot turfing to flat areas. m2

M F420.1 3.8.3 Hydroseeding as per Specification . m2

Miscellaneous
Items not mentioned above but are necessary for the completion of
the Works (Contractor to list out, if any)

b)
c)
Page Total Carried To Summary of Bill No. 3
AMOUNT (RM)
BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

approved by the P.D.

embankment.
I F322 3.7.2.2 Imported material from Contactor's own source as per m3
Specification to
form embankment.
Page Total Carried To Summary of Bill No. 3

BILL NO. 3 - EARTHWORKS

NO. CODE NO. MOM DESCRIPTION UNIT
F400 3.8. LANDSCAPING
K F410.1 3.8.1 Spot turfing to flat areas. m2

M F420.1 3.8.3 Hydroseeding as per Specification . m2

Miscellaneous
Items not mentioned above but are necessary for the completion of
the Works (Contractor to list out, if any)

b)
c)
Page Total Carried To Summary of Bill No. 3
AMOUNT (RM)
BILL NO: 4 - DRAINAGE WORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY

4.1 TEMPORARY WORK
A A539.1 Construct temporary crossing for culvert sum
B A539.2 excavation
Maintain temporary crossing for culvert sum
C A539.3 excavation
Removal upon completion temporary crossing sum
D A539.4 for culvert temporary
Construct excavationroad diversion for culvert sum
E A539.5 excavation
Maintain temporary road diversion for culvert sum
F A539.6 excavation
Removal upon completion temporary road sum
diversion
excavationfor culvert

4.2 NEW PIPE CULVERT
G Q151.1 4.2.1 Excavation 3
m
Trench excavation for drainage works.
4.2.2 Type of Foundation
4.2.2.2 Type B - Normal Foundation
J F314.2 4.2.2.2.2 Filling; Other stated material; granular material 3
m
as per specification
4.2.2.7 Precast Concrete Pipe Culvert
K Q611 [1200mm] diameter single precast concrete pipe m
culvert, Class [Z] in standard length of 1 m.

4.2.2.8 Sumps
L Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load].

4.2.2.9 Inlet/ Outlet
Headwall/ Wingwall
M Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

4.2.2.10 Fill Material
N F312.3 General; Imported granular material to grading 3
m
limits as per
Specification Clause (2.2 (e) Section 2).

4.4 NEW PRECAST BOX CULVERT F0R SIZE <3.
0m WIDE
4.4.1 Excavation
P Q151.1 Trench excavation for drainage works. 3
m

4.4.2 Type of Foundation
Q I111 4.4.2.1 Reinforced Concrete Slab Foundation 2
m
4.4.2.1.1 Grade C15 Concrete; Blinding mass
concrete, [100mm] thick to footing
R I511.1 4.4.2.1.2 Formwork; sides; Bases, footings, pile caps, and 2
m
ground slabs,
F1; rough finish to bases.

S I692 4.4.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) t

T I132 4.4.2.1.5 Grade C40 Concrete; Footing to culvert 3

U F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

4.4.2.3 Precast Box Culvert
A Q621.1 [1200mm (W) x 1200mm (H)] single precast box m
culvert in standard
length of 1 m.

B Q621.3 [2100mm (W) x 1200mm (H)] single precast box m

culvert in standard
length of 1 m.

4.2.2.4 Sumps
C Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load]

4.4.2.5 Inlet/ Outlet
Headwall/ Wingwall
D Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11

E Q892.3 Stone pitch nr

4.4.2.6 Fill Material
F F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

NEW PRECAST BOX CULVERT F0R SIZE >3.
0m WIDE
G Q151.1 Drain Excavation 3
m
Trench excavation for drainage works.

Type of Foundation
H I111 Reinforced Concrete Slab Foundation 2
m
Grade C15 Concrete; Blinding mass
concrete, [100mm] thick to footing
J I511.1 Formwork; sides; Bases, footings, pile caps, and 2
m
ground slabs,
F1; rough finish to bases.

K I692 BRC; Rectangular Mesh - Type B; B785 (B10) t

L I132 Grade C40 Concrete; Footing to culvert 3

M F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

Precast Box Culvert
N Q621.1 [3300mm (W) x 1500mm (H)] single precast box m
culvert in standard
length of 1 m.

Inlet/ Outlet
Headwall/ Wingwall
O Q891.2 Cast In-Situ nr

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11
P Q892.3 Stone pitch nr

Page Total Carried To Summary of Bill No. 4 Pg

Fill Material
Q F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

4.7 SURFACE DRAIN
4.7.1 Excavation
R Q111 Depth not exceeding 1.5m 3
m

4.7.2 Roadside Drains
D Q230.5 Roadside drain; precast concrete drain [900mm] m
wide with average
[900mm] high.
Type 5 (RSD5)

Page Total Carried To Summary of Bill No. 4 Pg

4.7.2 Shoulder Drain
Q290 Shoulder drain; cast in-situ concrete grade 20; m
[300mm] wide x [300mm] deep x [75mm] thick.
Type 1 (SD1)

4.8 SUB-SURFACE DRAIN
Q111 4.8.1 Excavation 3
m
Depth not exceeding 1.5m
4.8.2 Subsoil Drains
Q310.3 Subsoil drains; including aggregate (e.g. 20mm- m
40mm) wrapped with geotextile/ synthetic filter
cloth.
Type 1 (SSD1)

SUMP
Sump At Fill & Cut
Q790.1 Brick sump and insitu concrete sump including
excavation, lean concrete, plastering,
formworks, reinforcement, joints, backfilling and
disposal of surplus material.
Brick sumps; [600mm x 2000mm x 1.0m] deep nr

Brick sumps; [1800mm x 2000mm x 1.0m] deep nr

In situ concrete; [1500mm x 1500mm x 2.0m] nr
deep
In situ concrete; [1800mm x 1500mm x 0.6m] nr
deep
In situ concrete; [2400mm x 1500mm x 0.9m] nr
deep
Miscellaneous
Items not mentioned above but are necessary
for the completion of the
Works (Contractor to list out, if any)
a) Sum
b) Sum
c) Sum

Page Total Carried To Summary of Bill No. 4 Pg

SUMMARY
Page BQ4 - 1/6 Pg
Page BQ4 - 2/6 Pg
Page BQ4 - 3/6 Pg
Page BQ4 - 4/6 Pg
Page BQ4 - 5/6 Pg

Total of Bill No. 4 Carried to Summary of Pg 6/6

Tender
RATE (RM) AMOUNT (RM)
BILL NO: 4 - DRAINAGE WORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY

4.2.2.8 Sumps
L Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load].

4.2.2.9 Inlet/ Outlet
Headwall/ Wingwall
M Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

4.2.2.10 Fill Material
N F312.3 General; Imported granular material to grading 3
m
limits as per
Specification Clause (2.2 (e) Section 2).

4.4 NEW PRECAST BOX CULVERT F0R SIZE <3.
0m WIDE
4.4.1 Excavation
P Q151.1 Trench excavation for drainage works. 3
m

S I692 4.4.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) t

T I132 4.4.2.1.5 Grade C40 Concrete; Footing to culvert 3

U F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

4.4.2.3 Precast Box Culvert
A Q621.1 [1200mm (W) x 1200mm (H)] single precast box m
culvert in standard
length of 1 m.

B Q621.3 [2100mm (W) x 1200mm (H)] single precast box m

culvert in standard
length of 1 m.

4.2.2.4 Sumps
C Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load]

4.4.2.5 Inlet/ Outlet
Headwall/ Wingwall
D Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11

E Q892.3 Stone pitch nr

4.4.2.6 Fill Material
F F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

NEW PRECAST BOX CULVERT F0R SIZE >3.
0m WIDE
G Q151.1 Drain Excavation 3
m
Trench excavation for drainage works.

K I692 BRC; Rectangular Mesh - Type B; B785 (B10) t

L I132 Grade C40 Concrete; Footing to culvert 3

M F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

Precast Box Culvert
N Q621.1 [3300mm (W) x 1500mm (H)] single precast box m
culvert in standard
length of 1 m.

Inlet/ Outlet
Headwall/ Wingwall
O Q891.2 Cast In-Situ nr

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11
P Q892.3 Stone pitch nr

Page Total Carried To Summary of Bill No. 4 Pg

Fill Material
Q F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

4.7 SURFACE DRAIN
4.7.1 Excavation
R Q111 Depth not exceeding 1.5m 3
m

4.7.2 Roadside Drains
D Q230.5 Roadside drain; precast concrete drain [900mm] m
wide with average
[900mm] high.
Type 5 (RSD5)

Page Total Carried To Summary of Bill No. 4 Pg

4.7.2 Shoulder Drain
Q290 Shoulder drain; cast in-situ concrete grade 20; m
[300mm] wide x [300mm] deep x [75mm] thick.
Type 1 (SD1)

Brick sumps; [1800mm x 2000mm x 1.0m] deep nr

Page Total Carried To Summary of Bill No. 4 Pg

SUMMARY
Page BQ4 - 1/6 Pg
Page BQ4 - 2/6 Pg
Page BQ4 - 3/6 Pg
Page BQ4 - 4/6 Pg
Page BQ4 - 5/6 Pg

Total of Bill No. 4 Carried to Summary of Pg 6/6

Tender
RATE (RM) AMOUNT (RM)
BILL NO: 4 - DRAINAGE WORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY

4.2.2.8 Sumps
L Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load].

4.2.2.9 Inlet/ Outlet
Headwall/ Wingwall
M Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

4.2.2.10 Fill Material
N F312.3 General; Imported granular material to grading 3
m
limits as per
Specification Clause (2.2 (e) Section 2).

4.4 NEW PRECAST BOX CULVERT F0R SIZE <3.
0m WIDE
4.4.1 Excavation
P Q151.1 Trench excavation for drainage works. 3
m

S I692 4.4.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) t

T I132 4.4.2.1.5 Grade C40 Concrete; Footing to culvert 3

U F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

4.4.2.3 Precast Box Culvert
A Q621.1 [1200mm (W) x 1200mm (H)] single precast box m
culvert in standard
length of 1 m.

B Q621.3 [2100mm (W) x 1200mm (H)] single precast box m

culvert in standard
length of 1 m.

4.2.2.4 Sumps
C Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load]

4.4.2.5 Inlet/ Outlet
Headwall/ Wingwall
D Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11

E Q892.3 Stone pitch nr

4.4.2.6 Fill Material
F F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

NEW PRECAST BOX CULVERT F0R SIZE >3.
0m WIDE
G Q151.1 Drain Excavation 3
m
Trench excavation for drainage works.

K I692 BRC; Rectangular Mesh - Type B; B785 (B10) t

L I132 Grade C40 Concrete; Footing to culvert 3

M F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

Precast Box Culvert
N Q621.1 [3300mm (W) x 1500mm (H)] single precast box m
culvert in standard
length of 1 m.

Inlet/ Outlet
Headwall/ Wingwall
O Q891.2 Cast In-Situ nr

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11
P Q892.3 Stone pitch nr

Page Total Carried To Summary of Bill No. 4 Pg

Fill Material
Q F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

4.7 SURFACE DRAIN
4.7.1 Excavation
R Q111 Depth not exceeding 1.5m 3
m

4.7.2 Roadside Drains
D Q230.5 Roadside drain; precast concrete drain [900mm] m
wide with average
[900mm] high.
Type 5 (RSD5)

Page Total Carried To Summary of Bill No. 4 Pg

4.7.2 Shoulder Drain
Q290 Shoulder drain; cast in-situ concrete grade 20; m
[300mm] wide x [300mm] deep x [75mm] thick.
Type 1 (SD1)

Brick sumps; [1800mm x 2000mm x 1.0m] deep nr

Page Total Carried To Summary of Bill No. 4 Pg

SUMMARY
Page BQ4 - 1/6 Pg
Page BQ4 - 2/6 Pg
Page BQ4 - 3/6 Pg
Page BQ4 - 4/6 Pg
Page BQ4 - 5/6 Pg

Total of Bill No. 4 Carried to Summary of Pg 6/6

Tender
RATE (RM) AMOUNT (RM)
BILL NO: 4 - DRAINAGE WORKS

NO. CODE NO. MOM DESCRIPTION UNIT QTY

4.2.2.8 Sumps
L Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load].

4.2.2.9 Inlet/ Outlet
Headwall/ Wingwall
M Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

4.2.2.10 Fill Material
N F312.3 General; Imported granular material to grading 3
m
limits as per
Specification Clause (2.2 (e) Section 2).

4.4 NEW PRECAST BOX CULVERT F0R SIZE <3.
0m WIDE
4.4.1 Excavation
P Q151.1 Trench excavation for drainage works. 3
m

S I692 4.4.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) t

T I132 4.4.2.1.5 Grade C40 Concrete; Footing to culvert 3

U F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

4.4.2.3 Precast Box Culvert
A Q621.1 [1200mm (W) x 1200mm (H)] single precast box m
culvert in standard
length of 1 m.

B Q621.3 [2100mm (W) x 1200mm (H)] single precast box m

culvert in standard
length of 1 m.

4.2.2.4 Sumps
C Q790 Cast in-Situ; [1500mm x 1500mm x 2.0m deep]; nr
including mild steel
grating cover for [100 kN load]

4.4.2.5 Inlet/ Outlet
Headwall/ Wingwall
D Q891.2 Cast In-Situ nr

Page Total Carried To Summary of Bill No. 4 Pg

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11

E Q892.3 Stone pitch nr

4.4.2.6 Fill Material
F F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

NEW PRECAST BOX CULVERT F0R SIZE >3.
0m WIDE
G Q151.1 Drain Excavation 3
m
Trench excavation for drainage works.

K I692 BRC; Rectangular Mesh - Type B; B785 (B10) t

L I132 Grade C40 Concrete; Footing to culvert 3

M F341.1 Filling, spread, grade and compact crushed 3

m
aggregate

Precast Box Culvert
N Q621.1 [3300mm (W) x 1500mm (H)] single precast box m
culvert in standard
length of 1 m.

Inlet/ Outlet
Headwall/ Wingwall
O Q891.2 Cast In-Situ nr

Inlet/ Outlet Integration/ Protection/ Sump as

per Drawing No. KPKR/J/R/11/___/PP/2.11
P Q892.3 Stone pitch nr

Page Total Carried To Summary of Bill No. 4 Pg

Fill Material
Q F312.3 General; Imported granular fill material to 3
m
grading limits as per
Specification Clause (2.2 (e) Section 2).

4.7 SURFACE DRAIN
4.7.1 Excavation
R Q111 Depth not exceeding 1.5m 3
m

4.7.2 Roadside Drains
D Q230.5 Roadside drain; precast concrete drain [900mm] m
wide with average
[900mm] high.
Type 5 (RSD5)

Page Total Carried To Summary of Bill No. 4 Pg

4.7.2 Shoulder Drain
Q290 Shoulder drain; cast in-situ concrete grade 20; m
[300mm] wide x [300mm] deep x [75mm] thick.
Type 1 (SD1)

Brick sumps; [1800mm x 2000mm x 1.0m] deep nr

Page Total Carried To Summary of Bill No. 4 Pg

SUMMARY
Page BQ4 - 1/6 Pg
Page BQ4 - 2/6 Pg
Page BQ4 - 3/6 Pg
Page BQ4 - 4/6 Pg
Page BQ4 - 5/6 Pg

Total of Bill No. 4 Carried to Summary of Pg 6/6

Tender
RATE (RM) AMOUNT (RM)
BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

5.1A FLEXIBLE PAVEMENT
In accordance to latest Standard Specification for Road
Works Section 4: Flexible Pavement hereafter referred to
as the Specification (rate to include all the tests required).
5.1A.1 NEW PAVEMENT
5.1A.1.1 Subgrade Preparation
A R110 Earth material to receive road pavement. Rate to include scarifying, 2
m
levelling, and compaction of the top 300 mm of the subgrade.
5.1A.1.2 Carriageway and Paved Shoulder
5.1A.1.2(i) Sub-Base
B R221 200 mm thick granular material with a CBR value of not less 2
m

than 30%, complying with grading limits of the Specification.

5.1A.1.2(ii) Roadbase
C R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.1.2(iii) Surfacing
D R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

E R530.1 Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per 2
m

square metre as per Specification.

5.1A.1.2(iv) Asphaltic Concrete
F R541 100mm thick Binder Course using bitumen of penetration grade 60-70 2
m
as per Specification.
G R551.2 50 mm thick Wearing Course using bitumen of penetration 2
m

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

5.1A1.6 Fill Material on Unpaved Shoulder
The following items for filling shall Include compaction, and additional
filling necessitated by settlement or penetration into underlying material
as applicable.
A F311 Using suitable excavated material as per Specification. 3
m

B F312.1 Imported material from Contactor's own source as per Specification. 3

5.1A.2 TREATMENT TO EXISTING PAVEMENT
Remove Existing Pavement
C Demolition and removal of existing pavement. 2
m

5.1A.2.14 Reconstruction of Existing Pavement
D R110 Earth material to receive road pavement. Rate to include scarifying, 2
m

levelling, and compaction of the top 300 mm of the subgrade.

5.1A.2.14(i) Sub-base

E R221 200mm thick granular material with a CBR value of not less than 30%, 2
m

complying with grading limits of the Specification.

5.1A.2.14(ii Roadbase
)
F R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.2.14(iii Surfacing
)
G R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT

H R530.1 5.1A.2.14(iv Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per
)
square metre as per Specification. 2
m

Asphaltic Concrete
J R541 100mm thick Binder Course using bitumen of penetration grade 60-70 2
m
as per Specification.
K R551.2 50 mm thick Wearing Course using bitumen of penetration 2
m

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)
Page Total Carried To Summary of Bill No. 5

Summary of Bill No. 5 : Pavement Works

Page BQ5 - 1/6
Page BQ5 - 2/6
Page BQ5 - 3/6
Page BQ5 - 4/6
Page BQ5 - 5/6
Total of Bill No. 5 Carried to Summary of Tender
AMOUNT (RM)
BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)

than 30%, complying with grading limits of the Specification.

5.1A.1.2(ii) Roadbase
C R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.1.2(iii) Surfacing
D R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

E R530.1 Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per 2
m

square metre as per Specification.

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

B F312.1 Imported material from Contactor's own source as per Specification. 3

5.1A.2 TREATMENT TO EXISTING PAVEMENT
Remove Existing Pavement
C Demolition and removal of existing pavement. 2
m

5.1A.2.14 Reconstruction of Existing Pavement
D R110 Earth material to receive road pavement. Rate to include scarifying, 2
m

levelling, and compaction of the top 300 mm of the subgrade.

5.1A.2.14(i) Sub-base

E R221 200mm thick granular material with a CBR value of not less than 30%, 2
m

complying with grading limits of the Specification.

5.1A.2.14(ii Roadbase
)
F R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.2.14(iii Surfacing
)
G R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT

H R530.1 5.1A.2.14(iv Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per
)
square metre as per Specification. 2
m

Asphaltic Concrete
J R541 100mm thick Binder Course using bitumen of penetration grade 60-70 2
m
as per Specification.
K R551.2 50 mm thick Wearing Course using bitumen of penetration 2
m

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)
Page Total Carried To Summary of Bill No. 5

Summary of Bill No. 5 : Pavement Works

than 30%, complying with grading limits of the Specification.

5.1A.1.2(ii) Roadbase
C R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.1.2(iii) Surfacing
D R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

E R530.1 Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per 2
m

square metre as per Specification.

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

B F312.1 Imported material from Contactor's own source as per Specification. 3

5.1A.2 TREATMENT TO EXISTING PAVEMENT
Remove Existing Pavement
C Demolition and removal of existing pavement. 2
m

5.1A.2.14 Reconstruction of Existing Pavement
D R110 Earth material to receive road pavement. Rate to include scarifying, 2
m

levelling, and compaction of the top 300 mm of the subgrade.

5.1A.2.14(i) Sub-base

E R221 200mm thick granular material with a CBR value of not less than 30%, 2
m

complying with grading limits of the Specification.

5.1A.2.14(ii Roadbase
)
F R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.2.14(iii Surfacing
)
G R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT

H R530.1 5.1A.2.14(iv Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per
)
square metre as per Specification. 2
m

Asphaltic Concrete
J R541 100mm thick Binder Course using bitumen of penetration grade 60-70 2
m
as per Specification.
K R551.2 50 mm thick Wearing Course using bitumen of penetration 2
m

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)
Page Total Carried To Summary of Bill No. 5

Summary of Bill No. 5 : Pavement Works

than 30%, complying with grading limits of the Specification.

5.1A.1.2(ii) Roadbase
C R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.1.2(iii) Surfacing
D R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

E R530.1 Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per 2
m

square metre as per Specification.

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

B F312.1 Imported material from Contactor's own source as per Specification. 3

5.1A.2 TREATMENT TO EXISTING PAVEMENT
Remove Existing Pavement
C Demolition and removal of existing pavement. 2
m

5.1A.2.14 Reconstruction of Existing Pavement
D R110 Earth material to receive road pavement. Rate to include scarifying, 2
m

levelling, and compaction of the top 300 mm of the subgrade.

5.1A.2.14(i) Sub-base

E R221 200mm thick granular material with a CBR value of not less than 30%, 2
m

complying with grading limits of the Specification.

5.1A.2.14(ii Roadbase
)
F R352 Stabilise 150mm thick cement-treated Roadbase complying with the 2
m

Specification.
5.1A.2.14(iii Surfacing
)
G R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 litre per 2
m

square metre as per Specification.

BILL NO. 5 - PAVEMENT WORKS
NO. CODE NO. MOM DESCRIPTION UNIT

H R530.1 5.1A.2.14(iv Bituminous tack coat to be applied at a rate of 0.25 - 0.55 litre per
)
square metre as per Specification. 2
m

Asphaltic Concrete
J R541 100mm thick Binder Course using bitumen of penetration grade 60-70 2
m
as per Specification.
K R551.2 50 mm thick Wearing Course using bitumen of penetration 2
m

grade 60-70 as per Specification.

Page Total Carried To Summary of Bill No. 5

NO. CODE NO. MOM DESCRIPTION UNIT

Lorry Bay
*lean concrete m2
*BRC (TBA) m2
*Concrete g40 m3

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)
Page Total Carried To Summary of Bill No. 5

Summary of Bill No. 5 : Pavement Works

Page BQ5 - 1/6
Page BQ5 - 2/6
Page BQ5 - 3/6
Page BQ5 - 4/6
Page BQ5 - 5/6
Total of Bill No. 5 Carried to Summary of Tender
AMOUNT (RM)
NO. CODE MOM DESCRIPTION PPF AMOUNT (RM)
UNIT QTY
NO.
6.1 SIGNBOARD
Destination signs shall generally be in accordance with
the latest
version of Arahan Teknik (Jalan) 2E/87. Post mounted
signages
shall be deemed to include foundations, support posts,
purlins
frame and connections, excavation, preparation of
surfaces,
disposal of excavated material, upholding sides of
excavation,
backfilling, concrete, reinforcement, and joitns.
R811.1 Non-illuminated high intensity prismatic retro-reflective
nr
A sheeting mounted
on aluminium composite sign plate not exceeding 1.0m 2.
R811.7 Non-illuminated high intensity prismatic retro-reflective
nr
B sheeting mounted
on aluminium composite sign plate exceeding 1.0 - not
exceeding 2.0m2.
R811.3 Non-illuminated high intensity prismatic retro-reflective
nr
B sheeting mounted
on aluminium composite sign plate exceeding 2.0 - not
exceeding 3.0m2.
R811.4 Non-illuminated high intensity prismatic retro-reflective
nr
C sheeting mounted
on aluminium composite sign plate more and equal than
4.0m2.
R811.5 Non-illuminated high intensity prismatic retro-reflective
nr
D sheeting mounted
on aluminium composite sign plate more and equal than
4.0m2.
Non-illuminated high intensity prismatic retro-reflective
nr
sheeting mounted
on aluminium composite sign plate not exceeding 3.0m 2
(Village Name)
6.1.5 Warning and Regulatory Traffic Signs
Traffic signs shall generally be in accordance with
the latest
version of Arahan Teknik (Jalan) 2A/87. Post mounted
signages
shall be deemed to include foundations, support posts,
purlins
frame and connections, excavation, preparation of
surfaces,
disposal of excavated material, upholding sides of
excavation,
backfilling, concrete, reinforcement, and joints.
R811.19 Non-illuminated high intensity prismatic retro-reflective
nr
E sheeting mounted
on aluminium composite sign plate for type RP1 sign
[size 900mm (W) x 900mm (H)].
R811.33 Non-illuminated high intensity prismatic retro-reflective
nr
F sheeting mounted
on aluminium composite sign plate for type RP 13 sign
[size 750mm x 750mm + 600mm (W) x 320mm (H)].
R811.136 Non-illuminated high intensity prismatic retro-reflective
nr
G sheeting mounted
on aluminium composite sign plate for type RP 17 sign
[size 750mm dia. + 750mm (W) x 320mm (H)].
Page Total Carried To Summary of Bill No. 6
NO. CODE MOM DESCRIPTION
NO. UNIT

6.1.5 Warning and Regulatory Traffic Signs (Cont'd)
R811.137 Non-illuminated high intensity prismatic retro-reflective
nr
H sheeting mounted
on aluminium composite sign plate for type WD 8 sign
[size 750mm x 750mm].
R811.138 Non-illuminated high intensity prismatic retro-reflective
nr
J sheeting mounted
on aluminium composite sign plate for type WD 9 sign
[size 750mm x 750mm].
R811.52 Non-illuminated high intensity prismatic retro-reflective
nr
K sheeting mounted
on aluminium composite sign plate for type WD 10a sign
[size 750mm x 750mm].
R811.53 Non-illuminated high intensity prismatic retro-reflective
nr
L sheeting mounted
on aluminium composite sign plate for type WD 10b sign
[size 750mm x 750mm].
R811.60 Non-illuminated high intensity prismatic retro-reflective
nr
M sheeting mounted
on aluminium composite sign plate for type WD 17 sign
[size 1000mm (W) x 500mm (H)].
R811.64 Non-illuminated high intensity prismatic retro-reflective
nr
N sheeting mounted
on aluminium composite sign plate for type WD 21 sign
[size 750mm x 750mm].
R811.67 Non-illuminated high intensity prismatic retro-reflective
nr
A sheeting mounted
on aluminium composite sign plate for type WD 24 sign
[size 900mm (H) x 300mm (W)].
R811.70 Non-illuminated high intensity prismatic retro-reflective
nr
B sheeting mounted
on aluminium composite sign plate for type WD 27a sign
[size 750mm x 750mm]
R811.71 Non-illuminated high intensity prismatic retro-reflective
nr
C sheeting mounted
on aluminium composite sign plate for type WD 27b sign
[size 750mm x 750mm].
R811.72 Non-illuminated high intensity prismatic retro-reflective
nr
D sheeting mounted
on aluminium composite sign plate for type WD 27c sign
[size 750mm x 750mm].
R811.185 Non-illuminated high intensity prismatic retro-reflective
nr
sheeting mounted
on aluminium composite sign plate for type GI 1 sign [size
300mm x
230mm].
Page Total Carried To Summary of Bill No. 6
NO. CODE MOM DESCRIPTION
NO. UNIT
6.1.5 Warning and Regulatory Traffic Signs (Cont'd)

E R811.89 Non-illuminated high intensity prismatic retro-reflective

sheeting mounted on aluminium composite sign plate for
type WD 39a sign nr
[size 900mm (H) x 750mm (W)].
F R811.90 Non-illuminated high intensity prismatic retro-reflective
sheeting mounted on aluminium composite sign plate for
type WD 39b sign nr
[size 900mm (H) x 750mm (W)].
Non-illuminated high intensity prismatic retro-reflective
sheeting mounted on aluminium composite sign plate for
type WD 39a sign with solar panel and LED blinker [size nr
900mm (H) x 750mm (W)].
Non-illuminated high intensity prismatic retro-reflective
sheeting mounted on aluminium composite sign plate for
type WD 39b sign with solar panel and LED blinker [size nr
900mm (H) x 750mm (W)].
G R811.91 Non-illuminated high intensity prismatic retro-reflective
sheeting mounted on aluminium composite sign plate for
type WD 44 sign nr
[size 2620mm (W) x 600mm (H)].

6.2 TRAFFIC BARRIER
R843 6.2.1 Guardrails

H R843.1 Single mounted corrugated steel beam guardrail with post at

2m spacing inclusive of delineators. Rate to include bolts, m
nuts, posts, and other ancillary work.
6.2.2 Guardrails End

J R844.1 Guardrail end Type 1. Rate to include bolts, nuts, posts, and
nr
other ancillary work.
K R844.1 Guardrail end Type 2. Rate to include bolts, nuts, posts, and
nr
other ancillary work.
L R844.1 Bridge End. Rate to include bolts, nuts, posts, and other
nr
ancillary work.
Page Total Carried To Summary of Bill No. 6
NO. CODE MOM DESCRIPTION
NO. UNIT
6.3 PAVEMENT MARKINGS
6.3.1 All Weather Thermo Plastic Road Marking (AWT)
Pavement markings shall generally be All Wheater
Thermo Plastic
Road Marking (AWT) and in accordance with the latest
version of
Standard Specification for Road Works: Section 6: Road
Furniture
(Road Markings)
M R823.2 Type 1 [continuity line]: 200mm wide intermittent continuity
m
line with
1000mm line and 1000mm gap.
N R823.3 Type 2 [give way line]: 200mm wide intermittent line with
m
300mm line
and 300mm gap.
P R823.4 Type 5 [centre/lane line (rural area)]: 100mm wide
m
intermittent line with
2700mm line and 4500mm gap.
Q R822.1 Type 6 [edge line]: 150mm wide continous line. m
R R822.2 Type 7 [stop line]: 300mm wide continous line. m
A R822.4 Type 10 [double line]: 100mm wide continous double line. m
R823.7 Type 11 [climbing lane line]: 100mm wide intermittent double
m
line with
2700mm line and 4500mm gap.
R823.8 Type 12 [bus stop line]: 100mm wide intermittent line with
m
900mm line
and 900mm gap.
B R824.1 Chevron marking for cross hatching. 2
m
6.3.3 Direction arrow and pavement marking for roads
C R821.1 Single straight directional arrow. nr
D R821.2 Single turning directional arrow. nr
E R821.3 Double headed directional arrow. nr
6.7 DELINEATORS
6.7.1 Chevron Delineator
F R832 6.7.2 Delineator posts as shown in Drawing. nr
G R833 6.7.3 Retroreflective roadstud as per Drawing. nr
Page Total Carried To Summary of Bill No. 6
NO. CODE MOM DESCRIPTION
NO. UNIT
6.8 MISCELLANEOUS
H R857 6.8.1 Right of way (ROW) marker as shown in Drawing. nr
6.8.6 Kilometre post
J R853.1 Kilometre post, [Type A]. nr
K R853.2 Kilometre post, [Type B]. nr
Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works
(Contractor to list out, if any)
a) Precast concrete kerb overall size 600mm long x 150mm
wide x 305mm high, complete with laying on concrete m
bedding
b) Precast concrete kerb with opening overall size 600mm
long x 150mm wide x 305mm high, complete with laying on nr
concrete bedding

Page Total Carried To Summary of Bill No. 6

NO. CODE MOM DESCRIPTION
NO. UNIT

Summary of Bill No. 6 : Road Furniture

Page BQ6 - 1/6
Page BQ6 - 2/6
Page BQ6 - 3/6
Page BQ6 - 4/6
Page BQ6 - 5/6

Total of Bill No. 6 Carried to Summary of Tender

NO. CODE MOM DESCRIPTION PPF AMOUNT (RM)
UNIT QTY
NO.
6.1 SIGNBOARD
Destination signs shall generally be in accordance with
the latest
version of Arahan Teknik (Jalan) 2E/87. Post mounted
signages
shall be deemed to include foundations, support posts,
purlins
frame and connections, excavation, preparation of
surfaces,
disposal of excavated material, upholding sides of
excavation,
backfilling, concrete, reinforcement, and joitns.
R811.1 Non-illuminated high intensity prismatic retro-reflective
nr
A sheeting mounted
on aluminium composite sign plate not exceeding 1.0m 2.
R811.7 Non-illuminated high intensity prismatic retro-reflective
nr
B sheeting mounted
on aluminium composite sign plate exceeding 1.0 - not
exceeding 2.0m2.
R811.3 Non-illuminated high intensity prismatic retro-reflective
nr
B sheeting mounted
on aluminium composite sign plate exceeding 2.0 - not
exceeding 3.0m2.
R811.4 Non-illuminated high intensity prismatic retro-reflective
nr
C sheeting mounted
on aluminium composite sign plate more and equal than
4.0m2.
R811.5 Non-illuminated high intensity prismatic retro-reflective
nr
D sheeting mounted
on aluminium composite sign plate more and equal than
4.0m2.
Non-illuminated high intensity prismatic retro-reflective
nr
sheeting mounted
on aluminium composite sign plate not exceeding 3.0m 2
(Village Name)
6.1.5 Warning and Regulatory Traffic Signs
Traffic signs shall generally be in accordance with
the latest
version of Arahan Teknik (Jalan) 2A/87. Post mounted
signages
shall be deemed to include foundations, support posts,
purlins
frame and connections, excavation, preparation of
surfaces,
disposal of excavated material, upholding sides of
excavation,
backfilling, concrete, reinforcement, and joints.
R811.19 Non-illuminated high intensity prismatic retro-reflective
nr
E sheeting mounted
on aluminium composite sign plate for type RP1 sign
[size 900mm (W) x 900mm (H)].
R811.33 Non-illuminated high intensity prismatic retro-reflective
nr
F sheeting mounted
on aluminium composite sign plate for type RP 13 sign
[size 750mm x 750mm + 600mm (W) x 320mm (H)].
R811.136 Non-illuminated high intensity prismatic retro-reflective
nr
G sheeting mounted
on aluminium composite sign plate for type RP 17 sign
[size 750mm dia. + 750mm (W) x 320mm (H)].
Page Total Carried To Summary of Bill No. 6
NO. CODE MOM DESCRIPTION
NO. UNIT

E R811.89 Non-illuminated high intensity prismatic retro-reflective

6.2 TRAFFIC BARRIER
R843 6.2.1 Guardrails

H R843.1 Single mounted corrugated steel beam guardrail with post at

2m spacing inclusive of delineators. Rate to include bolts, m
nuts, posts, and other ancillary work.
6.2.2 Guardrails End

Page Total Carried To Summary of Bill No. 6

NO. CODE MOM DESCRIPTION
NO. UNIT

Summary of Bill No. 6 : Road Furniture

Page BQ6 - 1/6
Page BQ6 - 2/6
Page BQ6 - 3/6
Page BQ6 - 4/6
Page BQ6 - 5/6

Total of Bill No. 6 Carried to Summary of Tender

E R811.89 Non-illuminated high intensity prismatic retro-reflective

6.2 TRAFFIC BARRIER
R843 6.2.1 Guardrails

H R843.1 Single mounted corrugated steel beam guardrail with post at

2m spacing inclusive of delineators. Rate to include bolts, m
nuts, posts, and other ancillary work.
6.2.2 Guardrails End

Page Total Carried To Summary of Bill No. 6

NO. CODE MOM DESCRIPTION
NO. UNIT

Summary of Bill No. 6 : Road Furniture

Page BQ6 - 1/6
Page BQ6 - 2/6
Page BQ6 - 3/6
Page BQ6 - 4/6
Page BQ6 - 5/6

Total of Bill No. 6 Carried to Summary of Tender

E R811.89 Non-illuminated high intensity prismatic retro-reflective

6.2 TRAFFIC BARRIER
R843 6.2.1 Guardrails

H R843.1 Single mounted corrugated steel beam guardrail with post at

2m spacing inclusive of delineators. Rate to include bolts, m
nuts, posts, and other ancillary work.
6.2.2 Guardrails End

Page Total Carried To Summary of Bill No. 6

NO. CODE MOM DESCRIPTION
NO. UNIT

Summary of Bill No. 6 : Road Furniture

Page BQ6 - 1/6
Page BQ6 - 2/6
Page BQ6 - 3/6
Page BQ6 - 4/6
Page BQ6 - 5/6

Total of Bill No. 6 Carried to Summary of Tender

BILL NO. 7 - GEOTECHNICAL WORKS
EDGENTA ENVIRONMENTAL & MATERIIAL TESTING LABORATORTY SDN BHD
BILL OF QUANTITY
NO. CODE NO. MOM DESCRIPTION UNIT QTY
A G570.1 GROUND TREATMENT : m2
SOFT GROUND REPLACEMENT / STABILITY
The following items shall include of supply
and lay geotextile filling and compact suitable
material/sand layer.
*** Embankment fill refer to BQ3 - Earthwork
*** Non-
woven Geotextile
Item for non-woven geotextile shall be deemed
to include cost of storage at site with
neccessary protection against exposure to
direct sun.
Non-woven geotextile [Type B with minimum
design strength of 9 kN/m] as separator as per
Specification.

B G570.2 High Strength Woven Geotextile. 2
m
Item for high strength woven geotextile shall be
deemed to include cost of storage at site with
neccessary protection against exposure to direct
sun.
C F334.1 3
m
Replacement of Unsuitable Material.
Items for filling shall include filling earth in
layers, compaction, and additional filling
necessitated by settlement or penetration into
underlying material as applicable.
Other stated material - [granular material] as per
Specification to replace unsuitable material.

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

INSTRUMENTATION & MONITORING :
GOTECHNICAL INSTRUMENTATION
Items for geotechnical instrumentation shall
be deemed to include taking precaution to
avoid damage, special care during filling and
compaction, maintenance and repair/replace
of damaged instrumentations and set up
temporary bench mark stations unless
covered by separate items.

Settlement Marker.
D G830 Settlement marker as per Specification. nr
Settlement Plate.
E G841 Settlement plate as per Specification and as nr
shown in the Drawing no.
(KPKR/J/R/11         /PG/5.1).
Inclinometer.
F G820.3 Inclinometer as per Specification and as shown in nr
the Drawing no. (KPKR/J/R/11         /PG/5.1)
with depth of installation exceeding 20.0m but not
exceeding 30.0m. Rate to include pre-boring and
installation.
G G880 Monitoring of instrument for the above instrument nr
at the project site by [Qualified Personnel] as per
Specification. Rate to include preparation of
monitoring report inclusive of analyse, findings
and recommendation to be submitted on a
[monthly] basis. (4 Teams)
Team/mth
SLOPE STABILISATION : HORIZONTAL DRAIN
S
Rate for horizontal drain shall be deemed to
include drilling, perforated pipe and all
associated works.
A G351.2 [75mm] diameter UPVC horizontal drain as shown m
in the Drawing No. (KPKR/J/R/11         /PG/3.5) in
earth - 12.0m long

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

SLOPE STABILISATION : SOIL NAILING
Plant and Equipment.
B G110 Provision of all necessary plant and equipment, tran sum

C G120 Moving and handling all necessary plant and sum

equipment within the Site and from location to
location as often as is, and whenever necessary
for execution of whole operation.

D G130 Temporary staging on slope. sum

Soil Nailing.

Items for soil nailing shall be deemed to

include drilling of borehole, corrugated HDPE
pipe if applicable, sleeve grouting, sealant
compound, galvanised steel bearing plate and
all associated works.

E G311.3 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12.0m long

F G311.4 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12m long but not
exceeding 18.0m long

Pull-out Test.
Pull out test on soil nail, rate to include all
necessary equipment and submission of
procedure, records, and report.

G G312.5 Pull-out teston the 12.0m long soil nail to (….) tim No

H G312.6 Pull-out teston the 12.0m long nut not exceeding 18. No

J Proof test for soil nail 3 times working load No

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Horizontal Drain.

Rate for horizontal drain shall be deemed to

include drilling, perforated pipe and all
associated works.

K G351.2 [75mm] diameter UPVC horizontal drain as shown m

in the Drawing No.(…) in earth - 12m long

Surface Protection.

Items for guniting shall be deemed to include

steel wire mesh, PVC drain pipe, dowel bar,
filter materials, and all necessary formwork.

[100mm] thick Grade C25 sprayed concrete for m2

guniting as per Specification with [2] layers high
tensile steel fabric - nominal mass, [6-7
kg/m2(A6)] as shown in Drawing No.
L G410.2 (KPKR/J/R/11 /PG/3.7)

SLOPE STABILISATION : ROCK BOLT
Provision of all necessary plant and equipment, transum
Moving and handling all necessary plant and sum
equipment within the Site and from location to
location as often as is, and whenever necessary
for execution of whole operation.
Temporary staging on slope. sum

Rock Bolt
Items for rock bolt shall be deemed to include
drilling of borehole, reinforced bar, reinforced
concrete pad, sleeve grouting, sealant
compound, and all associated works.
Type 1 with [T32] bolt
a) Exceeding 6.0m long but not exceeding 9.0m lonr
Testing
Pull out test / Proof test on rock bolt as specified nr
Surface Protection - Rockfall Netting
Rockfall netting with [PVC-coated heavily galvanizem2
RETAINING STRUCTURES : REINFORCED SOI
L SLOPES
Items for Reinforced Soil Slopes shall be deemed
to include preparation of surfaces, multiple
handling, disposal of surplus excavated material,
upholding of sides excavation, additional
excavation to provide working space, backfilling,
removal of dead services and reinstatement of
original surface; unless covered by separate
items.

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Non-woven Geotextile.
Item for non-woven geotextile shall be deemed
to include cost of storage at site with
neccessary protection against exposure to
direct sun.
A G570.1 Non-woven geotextile [Type B with minimum m2
design strength of 9 kN/m] as separator as per
Specification.

B G570.3 Geogrid.
Item for geogrid shall be deemed to include
cost of storage at site with neccessary
protection against exposure to direct sun.
Geogrid with minimum design strength of [130/30 m2
kN/m] as soil reinforcement as per Specification.

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

C G580.2 Drainage Blanket
[500mm] thick [granular material] as drainage 3
m
blanket as per Specification.

Miscellaneous
Items not mentioned above but are necessary
for the completion of the Works (Contractor to
list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Summary of Bill No. 7 : Geotechnical Works

Page BQ7 - 1/7

Page BQ7 - 2/7

Page BQ7 - 3/7

Page BQ7 - 4/7

Page BQ7 - 5/7

Page BQ7 - 6/7

To Grand Summary
RATE (RM) AMOUNT (RM)
BILL NO. 7 - GEOTECHNICAL WORKS
EDGENTA ENVIRONMENTAL & MATERIIAL TESTING LABORATORTY SDN BHD
BILL OF QUANTITY
NO. CODE NO. MOM DESCRIPTION UNIT QTY
A G570.1 GROUND TREATMENT : m2
SOFT GROUND REPLACEMENT / STABILITY
The following items shall include of supply
and lay geotextile filling and compact suitable
material/sand layer.
*** Embankment fill refer to BQ3 - Earthwork
*** Non-
woven Geotextile
Item for non-woven geotextile shall be deemed
to include cost of storage at site with
neccessary protection against exposure to
direct sun.
Non-woven geotextile [Type B with minimum
design strength of 9 kN/m] as separator as per
Specification.

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

SLOPE STABILISATION : SOIL NAILING
Plant and Equipment.
B G110 Provision of all necessary plant and equipment, tran sum

C G120 Moving and handling all necessary plant and sum

equipment within the Site and from location to
location as often as is, and whenever necessary
for execution of whole operation.

D G130 Temporary staging on slope. sum

Soil Nailing.

Items for soil nailing shall be deemed to

include drilling of borehole, corrugated HDPE
pipe if applicable, sleeve grouting, sealant
compound, galvanised steel bearing plate and
all associated works.

E G311.3 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12.0m long

F G311.4 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12m long but not
exceeding 18.0m long

Pull-out Test.
Pull out test on soil nail, rate to include all
necessary equipment and submission of
procedure, records, and report.

G G312.5 Pull-out teston the 12.0m long soil nail to (….) tim No

H G312.6 Pull-out teston the 12.0m long nut not exceeding 18. No

J Proof test for soil nail 3 times working load No

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Horizontal Drain.

Rate for horizontal drain shall be deemed to

include drilling, perforated pipe and all
associated works.

K G351.2 [75mm] diameter UPVC horizontal drain as shown m

in the Drawing No.(…) in earth - 12m long

Surface Protection.

Items for guniting shall be deemed to include

steel wire mesh, PVC drain pipe, dowel bar,
filter materials, and all necessary formwork.

[100mm] thick Grade C25 sprayed concrete for m2

guniting as per Specification with [2] layers high
tensile steel fabric - nominal mass, [6-7
kg/m2(A6)] as shown in Drawing No.
L G410.2 (KPKR/J/R/11 /PG/3.7)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

C G580.2 Drainage Blanket
[500mm] thick [granular material] as drainage 3
m
blanket as per Specification.

Miscellaneous
Items not mentioned above but are necessary
for the completion of the Works (Contractor to
list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Summary of Bill No. 7 : Geotechnical Works

Page BQ7 - 1/7

Page BQ7 - 2/7

Page BQ7 - 3/7

Page BQ7 - 4/7

Page BQ7 - 5/7

Page BQ7 - 6/7

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

SLOPE STABILISATION : SOIL NAILING
Plant and Equipment.
B G110 Provision of all necessary plant and equipment, tran sum

C G120 Moving and handling all necessary plant and sum

equipment within the Site and from location to
location as often as is, and whenever necessary
for execution of whole operation.

D G130 Temporary staging on slope. sum

Soil Nailing.

Items for soil nailing shall be deemed to

include drilling of borehole, corrugated HDPE
pipe if applicable, sleeve grouting, sealant
compound, galvanised steel bearing plate and
all associated works.

E G311.3 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12.0m long

F G311.4 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12m long but not
exceeding 18.0m long

Pull-out Test.
Pull out test on soil nail, rate to include all
necessary equipment and submission of
procedure, records, and report.

G G312.5 Pull-out teston the 12.0m long soil nail to (….) tim No

H G312.6 Pull-out teston the 12.0m long nut not exceeding 18. No

J Proof test for soil nail 3 times working load No

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Horizontal Drain.

Rate for horizontal drain shall be deemed to

include drilling, perforated pipe and all
associated works.

K G351.2 [75mm] diameter UPVC horizontal drain as shown m

in the Drawing No.(…) in earth - 12m long

Surface Protection.

Items for guniting shall be deemed to include

steel wire mesh, PVC drain pipe, dowel bar,
filter materials, and all necessary formwork.

[100mm] thick Grade C25 sprayed concrete for m2

guniting as per Specification with [2] layers high
tensile steel fabric - nominal mass, [6-7
kg/m2(A6)] as shown in Drawing No.
L G410.2 (KPKR/J/R/11 /PG/3.7)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

C G580.2 Drainage Blanket
[500mm] thick [granular material] as drainage 3
m
blanket as per Specification.

Miscellaneous
Items not mentioned above but are necessary
for the completion of the Works (Contractor to
list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Summary of Bill No. 7 : Geotechnical Works

Page BQ7 - 1/7

Page BQ7 - 2/7

Page BQ7 - 3/7

Page BQ7 - 4/7

Page BQ7 - 5/7

Page BQ7 - 6/7

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

SLOPE STABILISATION : SOIL NAILING
Plant and Equipment.
B G110 Provision of all necessary plant and equipment, tran sum

C G120 Moving and handling all necessary plant and sum

equipment within the Site and from location to
location as often as is, and whenever necessary
for execution of whole operation.

D G130 Temporary staging on slope. sum

Soil Nailing.

Items for soil nailing shall be deemed to

include drilling of borehole, corrugated HDPE
pipe if applicable, sleeve grouting, sealant
compound, galvanised steel bearing plate and
all associated works.

E G311.3 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12.0m long

F G311.4 [100mm] dia. soil nail with [T25] reinforcement bar No

as per Specification and as shown in the Drawing
no. (KPKR/J/R/11 /PG/3.6) - 12m long but not
exceeding 18.0m long

Pull-out Test.
Pull out test on soil nail, rate to include all
necessary equipment and submission of
procedure, records, and report.

G G312.5 Pull-out teston the 12.0m long soil nail to (….) tim No

H G312.6 Pull-out teston the 12.0m long nut not exceeding 18. No

J Proof test for soil nail 3 times working load No

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Horizontal Drain.

Rate for horizontal drain shall be deemed to

include drilling, perforated pipe and all
associated works.

K G351.2 [75mm] diameter UPVC horizontal drain as shown m

in the Drawing No.(…) in earth - 12m long

Surface Protection.

Items for guniting shall be deemed to include

steel wire mesh, PVC drain pipe, dowel bar,
filter materials, and all necessary formwork.

[100mm] thick Grade C25 sprayed concrete for m2

guniting as per Specification with [2] layers high
tensile steel fabric - nominal mass, [6-7
kg/m2(A6)] as shown in Drawing No.
L G410.2 (KPKR/J/R/11 /PG/3.7)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

C G580.2 Drainage Blanket
[500mm] thick [granular material] as drainage 3
m
blanket as per Specification.

Miscellaneous
Items not mentioned above but are necessary
for the completion of the Works (Contractor to
list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 7

NO. CODE NO. MOM DESCRIPTION UNIT

Summary of Bill No. 7 : Geotechnical Works

Page BQ7 - 1/7

Page BQ7 - 2/7

Page BQ7 - 3/7

Page BQ7 - 4/7

Page BQ7 - 5/7

Page BQ7 - 6/7

To Grand Summary
RATE (RM) AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
C100 9.1 TRAFFIC MANAGEMENT PLAN
Traffic Management Plan and the associated work
shall be in
accordance with the latest version of Specification
for Road Works :
Section 19
C110 9.1.1 To conduct conprehensive traffic to asessed the
impact of a construction sum
proposal and the existing traffic. To prepare and
submit traffic report,
hardcopy and softcopy. Report must be endorsed by
qualified traffic
consultant with P.E.
C120 9.1.2 Preparation of traffic management plan including
emergency response sum
plan. Rate to include the cost of any survey required,
literature,
references, consultations, and the production of the
document. It shall
also include the cost for the engagement of
profesional civil engineers
with experience in road construction required for
carrying out the
respective study and the preparationof the site plan.

C130 9.2 TRAFFIC MANAGEMENT TEAM/ EMERGENCY RESPO

NSE TEAM
Traffic Management Team (TMT) shall be in
accordance with the latest
version Specification for Road Works : Section 19.
Appointment of qualified and trained TMT.
C132 9.2 Traffic management officer 1 person man-mth
C133 9.2 Supervisor 1 person man-mth
C134 9.2 Traffic controller 3 person man-mth
C139.1 9.2 Flagman 6 person man-mth
Page Total Carried To Summary of Bill No. 9

Temporary Traffic Signs
Temporary traffic signs shall be in accordance with
Specification for
Road Works : Section 19.
K C211.1 9.3.1 Portable fluorescent orange prismatic retro-
reflective sheeting not nr
exceeding 1.0 m2.
L C211.2 9.3.1 Portable fluorescent orange prismatic retro-
reflective sheeting nr
exceeding 1.0 not exceeding 2.0 m2.
M C211.2 9.3.1 Portable fluorescent orange prismatic retro-
reflective sheeting nr
exceeding 2.0 not exceeding 3.0 m2.
Q C212 9.3.1 nr
Barriers and Barricades
R C221 9.3.2 Portable Plastic Barrier water or sand-filled
(1000mm (L) x 800mm (H) x nr
500mm (W).
S C222 9.3.2 Portable Concrete Barrier 1.0m segment (1000mm
(L) x 800mm (H) x nr
500mm (W).
Delineators
A C231.1 9.3.3 Traffic Guidance cones with reflective bands. nr
B C231.2 9.3.3 Traffic Guidance super cones with reflective bands.
nr
C C232 9.3.3 Double sided reflective string delineators mounted
on a post at every m

Page Total Carried To Summary of Bill No. 9

D C233 9.3.3 Battery/solar operated flashing arrows on powder

coated mild steel plate. nr
E C234 9.3.3 Battery/solar operated beacon lights. nr
F C235 9.3.3 Polycarbonate lens battery/solar operated blinkers.
nr
Temporary Road Marking
All temporary road marking that more than 1 month
shall be of thermoplastic.
Q C242.1 9.3.4 Edge Line m
R C242.2 9.3.4 Center Line m
T C213 9.3.6 Temporary Traffic Signals
Temporary Traffic Signals shall be deemed to include
signal posts or signal mast arms, signal lantern,
controller, cabling, feeder pillar and removal upon
completion.

Page Total Carried To Summary of Bill No. 9

Y
A nr
B Flood Lightings deem to include with electrical
C290 9.3.6.6 power supply.
C300 9.4 TRAFFIC MANAGEMENT REPORT
C310 9.4.1 Submission 6 sets of Traffic Management Safety
report once in every 3 months. (quaterly). Rate to
include the cost of any survey required, literatures,
references, consultations, and the production of the sum
document.

C320 9.4.1 Audit report on traffic management on work zone

[on a quarterly basis in five sets.] Rate to include the
cost of any survey required, literatures, references,
consultations, and the production of the document. sum

Miscellaneous
Items not mentioned above but are necessary for
the completion of the Works (Contractor to list out,
if any)

Page Total Carried To Summary of Bill No. 9

Summary of Bill No. 9 : Traffic Management and

Control

Page BQ9 - 1/5

Page BQ9 - 2/5
Page BQ9 - 3/5
Page BQ9 - 4/5
Total of Bill No. 9 Carried to Summary of Tender
AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
C100 9.1 TRAFFIC MANAGEMENT PLAN
Traffic Management Plan and the associated work
shall be in
accordance with the latest version of Specification
for Road Works :
Section 19
C110 9.1.1 To conduct conprehensive traffic to asessed the
impact of a construction sum
proposal and the existing traffic. To prepare and
submit traffic report,
hardcopy and softcopy. Report must be endorsed by
qualified traffic
consultant with P.E.
C120 9.1.2 Preparation of traffic management plan including
emergency response sum
plan. Rate to include the cost of any survey required,
literature,
references, consultations, and the production of the
document. It shall
also include the cost for the engagement of
profesional civil engineers
with experience in road construction required for
carrying out the
respective study and the preparationof the site plan.

C130 9.2 TRAFFIC MANAGEMENT TEAM/ EMERGENCY RESPO

Page Total Carried To Summary of Bill No. 9

D C233 9.3.3 Battery/solar operated flashing arrows on powder

Page Total Carried To Summary of Bill No. 9

C320 9.4.1 Audit report on traffic management on work zone

[on a quarterly basis in five sets.] Rate to include the
cost of any survey required, literatures, references,
consultations, and the production of the document. sum

Miscellaneous
Items not mentioned above but are necessary for
the completion of the Works (Contractor to list out,
if any)

Page Total Carried To Summary of Bill No. 9

Summary of Bill No. 9 : Traffic Management and

Control

Page BQ9 - 1/5

C130 9.2 TRAFFIC MANAGEMENT TEAM/ EMERGENCY RESPO

Page Total Carried To Summary of Bill No. 9

D C233 9.3.3 Battery/solar operated flashing arrows on powder

Page Total Carried To Summary of Bill No. 9

C320 9.4.1 Audit report on traffic management on work zone

[on a quarterly basis in five sets.] Rate to include the
cost of any survey required, literatures, references,
consultations, and the production of the document. sum

Miscellaneous
Items not mentioned above but are necessary for
the completion of the Works (Contractor to list out,
if any)

Page Total Carried To Summary of Bill No. 9

Summary of Bill No. 9 : Traffic Management and

Control

Page BQ9 - 1/5

C130 9.2 TRAFFIC MANAGEMENT TEAM/ EMERGENCY RESPO

Page Total Carried To Summary of Bill No. 9

D C233 9.3.3 Battery/solar operated flashing arrows on powder

Page Total Carried To Summary of Bill No. 9

C320 9.4.1 Audit report on traffic management on work zone

[on a quarterly basis in five sets.] Rate to include the
cost of any survey required, literatures, references,
consultations, and the production of the document. sum

Miscellaneous
Items not mentioned above but are necessary for
the completion of the Works (Contractor to list out,
if any)

Page Total Carried To Summary of Bill No. 9

Summary of Bill No. 9 : Traffic Management and

Control

Page BQ9 - 1/5

Page BQ9 - 2/5
Page BQ9 - 3/5
Page BQ9 - 4/5
Total of Bill No. 9 Carried to Summary of Tender
AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
10.1 NON - PHYSICAL WORKS
B100 10.1.1 ENVIRONMENTAL MANAGEMENT PLAN (EMP)
Preparation of EMP shall be deemed to include the cost of any
survey required, literature, references, consultation and the
production of the documents. It shall also include the cost for
the engagement of registered environmental consultant
required for carrying out the preparation of the said report in
accordance with DOE Guidelines:

Preparation, submission and approval of EMP by

environmental consultant registered with DOE including:
a) Land-Disturbing Pollution Prevention and Mitigation
Measures
(LD-P2M2)*
b) Erosion and Sediment Control Plan
c) Flora Management Plan*
A B110 10.1.1.1 d) Wildlife/Fauna Management Plan* sum
e) Coral Reef and Marine Ecosystem Management Plan*
f) Social Impact Assessment*
g) Silt Curtain Maintenance Plan*

ENVIRONMENTAL OFFICER (E.O.)
Provision of 3 full time environmental officer (E.O.) for
environmental management works only, throughout the
contract period for the implementation of EIA and/or JKR
B B120 10.1.1.2 Sistem Pengurusan Alam Sekitar (SPAS) or project more than man-mth
RM 20 million including earthwork.

For EIA Project*
E.O. shall have a degree in Civil Engineering or Environmental
Science with minimum three (3) years of related experience in
environmental management works and must be certified as
CESSWI/CISEC/CePSWaM or equivalent.

For non-EIA Project*

E.O. shall have a degree in Civil Engineering or Environmental
Science with minimum three (3) years of related experience in
environmental management works.

C Page Total Carried To Summary of Bill No. 10

D
E B300 10.1.2 WATER QUALITY CONTROL AND MONITORING
Water Quality Sampling and In Situ Testing
B340 10.1.2.1 Water quality testing shall be deemed to include testing by
accredited laboratory:
Conduct in-situ monthly river/stream/other waterbody quality
monitoring as specified and as shown in the drawing for the
following parameters or as directed by the S.O throughout the
contract period :-
i. Turbidity.
B349.1 10.1.2.1.1 ii. pH. sum
iii. Dissolved Oxygen (DO).
iv. Temperature.
v. Sea surface temperature (for marine related projects).*

Conduct in-situ monthly water quality monitoring of the

effluent discharge at accommodation, workshop and canteen
area as specified for the following parameters or as directed by
the S.O. throughout the contract period :-
i. Turbidity.
B349.2 10.1.2.1.2 ii. pH. sum
iii. Dissolved Oxygen (DO).
iv. Temperature.

For EIA project:

Conduct in-situ turbidity test at the discharge outlet of the silt
trap, sediment pond, sediment basin within 30 minutes after
rainfall event of more than 12.5mm or as directed by S.O. If
B349.3 10.1.2.1.3 raining continues for more than 24-hours the measurement
shall be done daily.*

i) . Turbidity meter no
ii) . Rain Gauge no
A Page Total Carried To Summary of Bill No. 10
B
C B350 10.1.2.2 Water Quality Sampling and Laboratory Testing
Water quality testing shall be deemed to include testing by
accredited laboratory:
Conduct monthly river/stream/other water body quality
monitoring
as specified and as shown in the drawing for the following
parameters or as directed by the S.O. throughout the contract
period :-
i. Total suspended solid (TSS).
ii. Biochemical oxygen demand (BOD).
B359.1 10.1.2.2.1 iii. Chemical oxygen demand (COD). sum
iv. Escherichia coli (E.coli).
v. Ammoniacal nitrogen.
vi. Oil and grease.

Conduct monthly water quality monitoring of the effluent

discharge at accommodation, workshop and canteen area as
specified for the following parameters or as directed by the
S.O. throughout the contract period :-
i. Total suspended solids (TSS).
ii. Biochemical oxygen demand (BOD).
B359.2 10.1.2.2.2 iii. Chemical oxygen demand (COD). sum
iv. Escherichia coli (E.coli).
v. Ammoniacal nitrogen.
vi. Oil and grease.
Conduct monthly water quality monitoring at the discharge
outlet of silt trap, sediment pond, sediment basin as specified
B359.3 10.1.2.2.3 for Total Suspended Solids (TSS) or as directed by the S.O. sum
throughout the contract period.

Page Total Carried To Summary of Bill No. 10

E
A
B400 10.1.3 AIR QUALITY CONTROL AND MONITORING
B450 10.1.3.1 Air Quality Sampling
Air quality sampling shall be deemed to include testing by
accredited laboratory:
Conduct monthly air quality monitoring for Particulate Matter
B459 10.1.3.1.1 sum
(PM ), Particulate Matter (PM . ), NO , SO , CO and O for 24-
hour
period including wind velocity and direction as specified
throughout the contract period. All equipment or generator set

that produce heat and power shall be monitored for NO and

CO
periodically.
B500 10.1.4 NOISE AND VIBRATION CONTROL AND MONITORING
B530 10.1.4.1 Noise Level Measurement
Noise level measurement shall be deemed to include
monitoring
by accredited laboratory:
Conduct quarterly noise monitoring (24 hours) including Leq, L
B539 10.1.4.1.1 sum
and L as specified or as directed by the S.O throughout the

contract period.
Vibration measurement shall be deemed to include
monitoring by accredited sum
laboratory
a)Conduct vibration monitoring as specified or as directed by
the S.O. /P.D.
throughout the contract period.
B800 10.1.6 ENVIRONMENTAL MONITORING REPORT
Preparation of five (5) copies (per month) of the following
report
throughout the contract period :-
B819 10.1.6.1 Monthly environmental monitoring report. sum
10.1.7 ENVIRONMENTAL AUDIT
This audit where applicable shall be in accordance with DOE

requirements:
Conduct quarterly 3rd party audit as specified including
B820 10.1.7.1 preparation sum
of five (5) copies of Environmental Audit Report (per audit)
throughout
the contract period.
Page Total Carried To Summary of Bill No. 10
Conduct an environmental closure audit prior to issuance of
C B830 10.1.7.2 certificate of practical completion including preparation of five sum
(5) copies of the report.
Page Total Carried To Summary of Bill No. 10

NO. CODE NO. MOM DESCRIPTION UNIT

10.2 PHYSICAL WORKS

10.2.1 DUST AND MUD CONTROL

10.2.1.1 Water Bowser Truck
Item for water bowser truck shall be deemed to include
provision and maintenance of vehicle, water supply and driver:

Water bowser truck for carrying out water spraying along

B430 10.2.1.1.1 haul/access roads, existing roads, near settlements and other nr
required area, for a minimum of three times per day.

10.2.1.2 Tyre Washing Facilities
Item for tyre washing facilities shall be deemed to include
construction of tyre washing concrete platform, and provision
and maintenance of water supply and portable water jets:

Provision, operation, maintenance and removal upon project

completion of Tyre Washing Facilities including operators,
water tank, water supply and other necessary equipments as
B410 10.2.1.2.1 specified and as per drawing to clean vehicle tyres at various set
exits of the worksites or as directed by the S.O.

10.2.1.3 Wash Trough
Provision, operation, maintenance and removal upon project
completion of wash trough including operators, water tank,
water supply and other necessary equipments as specified and
B420 10.2.1.3.1 as per drawing to clean vehicle tyres at various exits of the nr
worksites or as directed by the S.O.

10.2.4 Water Sprinkler
Item for water sprinkler shall be deemed to include provision
and maintenance of water sprinkler:
Water sprinkler; [e.g.for control of dust at quarry/batching
D B440 10.2.1.4.1 plant using pumping system]. sum

Page Total Carried To Summary of Bill No. 10

PHYSICAL WORK (cont'd)

10.2.2 SURFACE RUN-ON OR RUN-OFF CONTROL
Check Dam
Construction of check dam using rocks as specified and as
E B250 10.2.2.1 shown in the drawing or as directed by the S.O. m3

Sand Bags
Supply and lay gunny sack (or equivalent) size (35-50 mm x 60-
70 mm) filled with sand as specified and as shown in the
F B230 10.2.2.2 drawing nr
or as directed by the S.O.

Silt Fence
Construction of 1.0 m high silt fence including non-woven
G B210 10.2.2.3 geotextile and wooden post with dimension as specified and as m
per drawing or as directed by the S.O.

10.2.3 TEMPORARY DRAINAGE WORKS
Q100 Drain Excavation
Drain excavation shall be deemed to include preparation of
surfaces, double handling, disposal of surplus excavated
material, upholding sides of excavation, allowance for joints,
backfilling and removal of dead services and reinstatement of
original surface:

In earth for 1000 mm wide earth drain, depth not exceeding

A Q111 10.2.3.1 1.5 m. m

10.2.5 SEDIMENT CONTROL
10.2.5.1 Silt Trap
a) Excavation to form silt trap as per drawing including
B B271 10.2.5.1.1 backfilling and disposal of surplus material.
C B272.1 10.2.5.1.2 b) Sand bedding for silt traps. m3
D B272.2 10.2.5.1.3 c) Stone filling at inlet and outlet. m3
m3
Page Total Carried To Summary of Bill No.10
PHYSICAL WORK (cont'd)

E B272.3 10.2.5.1.4 d) 25mm size aggregate filling including geotextile. m3

e) Gabion cage with rock fill and geotextile including
excavation, jointing, backfilling and disposal of surplus
materials as specified and as per drawing or as directed by the
S.O.:

F B275.1 10.2.5.1.5 i. 1.0 m x 1.0 m x 1.0 m gabion. m3

G B276.1 10.2.5.1.8 iv. 2.0 m x 1.0 m x 0.3 m gabion mattress. m3

10.2.6 MAINTENANCE
Items for maintenance shall be deemed to include disposal of
accumulated debris, sediment and silt to an approved site,
unless otherwise stated:

H B281 10.2.6.1 a) Silt fence. sum

J B287 10.2.6.7 d) Silt trap. sum

K B289 10.2.6.8 e) Temporary Drainage sum

10.2.8 FUEL SPILLAGE MANAGEMENT
Containment Bund for Bulk Fuel Tank
Item for skid tank bund shall be deemed to include traps , oil
and grease separators, and its maintenance and removal upon
completion:

Construct impervious concrete base as per drawing to contain

L B310 10.2.8.1 110% volume of stored fuel including grease trap. sum

10.2.9 WASTE MANAGEMENT
Item for scheduled waste shall be deemed to include storage,
labelling and transportation from site by a licensed contractor
for disposal as per Department of Environment (DOE)
Regulation:

M B610 10.2.9.1 Scheduled wastes storage as per drawing and disposal sum

Solid waste and Construction waste management sum

Page Total Carried To Summary of Bill No.10

NO. CODE NO. MOM DESCRIPTION UNIT

PHYSICAL WORK (cont'd)
10.2.9.4 Grease Trap

Provision and maintenance of grease traps at kitchen and

N B690 10.2.9.4.1 accommodation areas, site office, workshop and scheduled nr
waste storage.

10.2.11 FLORA MANAGEMENT*
Conduct and prepare five (5) copies of Flora Survey Report as
A B711 10.2.11.1 specified by Jabatan Perhutanan or other relevant authorities. sum

Preparation, submission and approval of Flora Management

B B719 10.2.11.2 Plan as specified by Jabatan Perhutanan or other relevant sum
authorities.

Relocate, transport and maintain of specified flora at specified

C B712 10.2.11.3 location as directed by Jabatan Perhutanan or other relevant sum
authorities.

10.2.12 WILDLIFE MANAGEMENT*
Conduct and prepare five (5) copies of Fauna Survey Report as
D B721 10.2.12.1 specified by Jabatan Perlindungan Hidupan Liar dan Taman sum
Negara (PERHILITAN) or other relevant authorities.

Preparation, submission and approval of Wildlife Management

Plan (WMP) as specified by Jabatan Perlindungan Hidupan Liar
E B729.1 10.2.12.2 dan Taman Negara (PERHILITAN) or other relevant authorities. sum
Implementation of WMP including monitoring, enforcement
and mitigation.
F B729.2 10.2.12.3 Relocation of wildlife at specified location as directed by the sum
Jabatan Perlindungan Hidupan Liar dan Taman Negara

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No.10

Summary of Bill No. 10 : Environmental Protection And
Enhancement Works

Page BQ10 - 1/10

Page BQ10 - 2/10
Page BQ10 - 3/10
Page BQ10 - 4/10
Page BQ10 - 5/10
Page BQ10 - 6/10
Page BQ10 - 7/10
Page BQ10 - 8/10
Page BQ10 - 9/10

Total of Bill No. 10 Carried to Summary of Tender

AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
10.1 NON - PHYSICAL WORKS
B100 10.1.1 ENVIRONMENTAL MANAGEMENT PLAN (EMP)
Preparation of EMP shall be deemed to include the cost of any
survey required, literature, references, consultation and the
production of the documents. It shall also include the cost for
the engagement of registered environmental consultant
required for carrying out the preparation of the said report in
accordance with DOE Guidelines:

Preparation, submission and approval of EMP by

For non-EIA Project*

E.O. shall have a degree in Civil Engineering or Environmental
Science with minimum three (3) years of related experience in
environmental management works.

C Page Total Carried To Summary of Bill No. 10

Conduct in-situ monthly water quality monitoring of the

For EIA project:

Conduct monthly water quality monitoring of the effluent

Page Total Carried To Summary of Bill No. 10

that produce heat and power shall be monitored for NO and

NO. CODE NO. MOM DESCRIPTION UNIT

10.2 PHYSICAL WORKS

10.2.1 DUST AND MUD CONTROL

10.2.1.1 Water Bowser Truck
Item for water bowser truck shall be deemed to include
provision and maintenance of vehicle, water supply and driver:

Water bowser truck for carrying out water spraying along

B430 10.2.1.1.1 haul/access roads, existing roads, near settlements and other nr
required area, for a minimum of three times per day.

Provision, operation, maintenance and removal upon project

Page Total Carried To Summary of Bill No. 10

PHYSICAL WORK (cont'd)

10.2.2 SURFACE RUN-ON OR RUN-OFF CONTROL
Check Dam
Construction of check dam using rocks as specified and as
E B250 10.2.2.1 shown in the drawing or as directed by the S.O. m3

Sand Bags
Supply and lay gunny sack (or equivalent) size (35-50 mm x 60-
70 mm) filled with sand as specified and as shown in the
F B230 10.2.2.2 drawing nr
or as directed by the S.O.

Silt Fence
Construction of 1.0 m high silt fence including non-woven
G B210 10.2.2.3 geotextile and wooden post with dimension as specified and as m
per drawing or as directed by the S.O.

In earth for 1000 mm wide earth drain, depth not exceeding

A Q111 10.2.3.1 1.5 m. m

E B272.3 10.2.5.1.4 d) 25mm size aggregate filling including geotextile. m3

e) Gabion cage with rock fill and geotextile including
excavation, jointing, backfilling and disposal of surplus
materials as specified and as per drawing or as directed by the
S.O.:

F B275.1 10.2.5.1.5 i. 1.0 m x 1.0 m x 1.0 m gabion. m3

G B276.1 10.2.5.1.8 iv. 2.0 m x 1.0 m x 0.3 m gabion mattress. m3

10.2.6 MAINTENANCE
Items for maintenance shall be deemed to include disposal of
accumulated debris, sediment and silt to an approved site,
unless otherwise stated:

H B281 10.2.6.1 a) Silt fence. sum

J B287 10.2.6.7 d) Silt trap. sum

K B289 10.2.6.8 e) Temporary Drainage sum

Construct impervious concrete base as per drawing to contain

L B310 10.2.8.1 110% volume of stored fuel including grease trap. sum

M B610 10.2.9.1 Scheduled wastes storage as per drawing and disposal sum

Solid waste and Construction waste management sum

Page Total Carried To Summary of Bill No.10

NO. CODE NO. MOM DESCRIPTION UNIT

PHYSICAL WORK (cont'd)
10.2.9.4 Grease Trap

Provision and maintenance of grease traps at kitchen and

N B690 10.2.9.4.1 accommodation areas, site office, workshop and scheduled nr
waste storage.

10.2.11 FLORA MANAGEMENT*
Conduct and prepare five (5) copies of Flora Survey Report as
A B711 10.2.11.1 specified by Jabatan Perhutanan or other relevant authorities. sum

Preparation, submission and approval of Flora Management

B B719 10.2.11.2 Plan as specified by Jabatan Perhutanan or other relevant sum
authorities.

Relocate, transport and maintain of specified flora at specified

C B712 10.2.11.3 location as directed by Jabatan Perhutanan or other relevant sum
authorities.

Preparation, submission and approval of Wildlife Management

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No.10

Summary of Bill No. 10 : Environmental Protection And
Enhancement Works

Page BQ10 - 1/10

Page BQ10 - 2/10
Page BQ10 - 3/10
Page BQ10 - 4/10
Page BQ10 - 5/10
Page BQ10 - 6/10
Page BQ10 - 7/10
Page BQ10 - 8/10
Page BQ10 - 9/10

Total of Bill No. 10 Carried to Summary of Tender

Preparation, submission and approval of EMP by

For non-EIA Project*

E.O. shall have a degree in Civil Engineering or Environmental
Science with minimum three (3) years of related experience in
environmental management works.

C Page Total Carried To Summary of Bill No. 10

Conduct in-situ monthly water quality monitoring of the

For EIA project:

Conduct monthly water quality monitoring of the effluent

Page Total Carried To Summary of Bill No. 10

that produce heat and power shall be monitored for NO and

NO. CODE NO. MOM DESCRIPTION UNIT

10.2 PHYSICAL WORKS

10.2.1 DUST AND MUD CONTROL

10.2.1.1 Water Bowser Truck
Item for water bowser truck shall be deemed to include
provision and maintenance of vehicle, water supply and driver:

Water bowser truck for carrying out water spraying along

B430 10.2.1.1.1 haul/access roads, existing roads, near settlements and other nr
required area, for a minimum of three times per day.

Provision, operation, maintenance and removal upon project

Page Total Carried To Summary of Bill No. 10

PHYSICAL WORK (cont'd)

10.2.2 SURFACE RUN-ON OR RUN-OFF CONTROL
Check Dam
Construction of check dam using rocks as specified and as
E B250 10.2.2.1 shown in the drawing or as directed by the S.O. m3

Sand Bags
Supply and lay gunny sack (or equivalent) size (35-50 mm x 60-
70 mm) filled with sand as specified and as shown in the
F B230 10.2.2.2 drawing nr
or as directed by the S.O.

Silt Fence
Construction of 1.0 m high silt fence including non-woven
G B210 10.2.2.3 geotextile and wooden post with dimension as specified and as m
per drawing or as directed by the S.O.

In earth for 1000 mm wide earth drain, depth not exceeding

A Q111 10.2.3.1 1.5 m. m

E B272.3 10.2.5.1.4 d) 25mm size aggregate filling including geotextile. m3

e) Gabion cage with rock fill and geotextile including
excavation, jointing, backfilling and disposal of surplus
materials as specified and as per drawing or as directed by the
S.O.:

F B275.1 10.2.5.1.5 i. 1.0 m x 1.0 m x 1.0 m gabion. m3

G B276.1 10.2.5.1.8 iv. 2.0 m x 1.0 m x 0.3 m gabion mattress. m3

10.2.6 MAINTENANCE
Items for maintenance shall be deemed to include disposal of
accumulated debris, sediment and silt to an approved site,
unless otherwise stated:

H B281 10.2.6.1 a) Silt fence. sum

J B287 10.2.6.7 d) Silt trap. sum

K B289 10.2.6.8 e) Temporary Drainage sum

Construct impervious concrete base as per drawing to contain

L B310 10.2.8.1 110% volume of stored fuel including grease trap. sum

M B610 10.2.9.1 Scheduled wastes storage as per drawing and disposal sum

Solid waste and Construction waste management sum

Page Total Carried To Summary of Bill No.10

NO. CODE NO. MOM DESCRIPTION UNIT

PHYSICAL WORK (cont'd)
10.2.9.4 Grease Trap

Provision and maintenance of grease traps at kitchen and

N B690 10.2.9.4.1 accommodation areas, site office, workshop and scheduled nr
waste storage.

10.2.11 FLORA MANAGEMENT*
Conduct and prepare five (5) copies of Flora Survey Report as
A B711 10.2.11.1 specified by Jabatan Perhutanan or other relevant authorities. sum

Preparation, submission and approval of Flora Management

B B719 10.2.11.2 Plan as specified by Jabatan Perhutanan or other relevant sum
authorities.

Relocate, transport and maintain of specified flora at specified

C B712 10.2.11.3 location as directed by Jabatan Perhutanan or other relevant sum
authorities.

Preparation, submission and approval of Wildlife Management

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No.10

Summary of Bill No. 10 : Environmental Protection And
Enhancement Works

Page BQ10 - 1/10

Page BQ10 - 2/10
Page BQ10 - 3/10
Page BQ10 - 4/10
Page BQ10 - 5/10
Page BQ10 - 6/10
Page BQ10 - 7/10
Page BQ10 - 8/10
Page BQ10 - 9/10

Total of Bill No. 10 Carried to Summary of Tender

Preparation, submission and approval of EMP by

For non-EIA Project*

E.O. shall have a degree in Civil Engineering or Environmental
Science with minimum three (3) years of related experience in
environmental management works.

C Page Total Carried To Summary of Bill No. 10

Conduct in-situ monthly water quality monitoring of the

For EIA project:

Conduct monthly water quality monitoring of the effluent

Page Total Carried To Summary of Bill No. 10

that produce heat and power shall be monitored for NO and

NO. CODE NO. MOM DESCRIPTION UNIT

10.2 PHYSICAL WORKS

10.2.1 DUST AND MUD CONTROL

10.2.1.1 Water Bowser Truck
Item for water bowser truck shall be deemed to include
provision and maintenance of vehicle, water supply and driver:

Water bowser truck for carrying out water spraying along

B430 10.2.1.1.1 haul/access roads, existing roads, near settlements and other nr
required area, for a minimum of three times per day.

Provision, operation, maintenance and removal upon project

Page Total Carried To Summary of Bill No. 10

PHYSICAL WORK (cont'd)

10.2.2 SURFACE RUN-ON OR RUN-OFF CONTROL
Check Dam
Construction of check dam using rocks as specified and as
E B250 10.2.2.1 shown in the drawing or as directed by the S.O. m3

Sand Bags
Supply and lay gunny sack (or equivalent) size (35-50 mm x 60-
70 mm) filled with sand as specified and as shown in the
F B230 10.2.2.2 drawing nr
or as directed by the S.O.

Silt Fence
Construction of 1.0 m high silt fence including non-woven
G B210 10.2.2.3 geotextile and wooden post with dimension as specified and as m
per drawing or as directed by the S.O.

In earth for 1000 mm wide earth drain, depth not exceeding

A Q111 10.2.3.1 1.5 m. m

E B272.3 10.2.5.1.4 d) 25mm size aggregate filling including geotextile. m3

e) Gabion cage with rock fill and geotextile including
excavation, jointing, backfilling and disposal of surplus
materials as specified and as per drawing or as directed by the
S.O.:

F B275.1 10.2.5.1.5 i. 1.0 m x 1.0 m x 1.0 m gabion. m3

G B276.1 10.2.5.1.8 iv. 2.0 m x 1.0 m x 0.3 m gabion mattress. m3

10.2.6 MAINTENANCE
Items for maintenance shall be deemed to include disposal of
accumulated debris, sediment and silt to an approved site,
unless otherwise stated:

H B281 10.2.6.1 a) Silt fence. sum

J B287 10.2.6.7 d) Silt trap. sum

K B289 10.2.6.8 e) Temporary Drainage sum

Construct impervious concrete base as per drawing to contain

L B310 10.2.8.1 110% volume of stored fuel including grease trap. sum

M B610 10.2.9.1 Scheduled wastes storage as per drawing and disposal sum

Solid waste and Construction waste management sum

Page Total Carried To Summary of Bill No.10

NO. CODE NO. MOM DESCRIPTION UNIT

PHYSICAL WORK (cont'd)
10.2.9.4 Grease Trap

Provision and maintenance of grease traps at kitchen and

N B690 10.2.9.4.1 accommodation areas, site office, workshop and scheduled nr
waste storage.

10.2.11 FLORA MANAGEMENT*
Conduct and prepare five (5) copies of Flora Survey Report as
A B711 10.2.11.1 specified by Jabatan Perhutanan or other relevant authorities. sum

Preparation, submission and approval of Flora Management

B B719 10.2.11.2 Plan as specified by Jabatan Perhutanan or other relevant sum
authorities.

Relocate, transport and maintain of specified flora at specified

C B712 10.2.11.3 location as directed by Jabatan Perhutanan or other relevant sum
authorities.

Preparation, submission and approval of Wildlife Management

Miscellaneous
Items not mentioned above but are necessary for the
completion of the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No.10

Summary of Bill No. 10 : Environmental Protection And
Enhancement Works

Page BQ10 - 1/10

Page BQ10 - 2/10
Page BQ10 - 3/10
Page BQ10 - 4/10
Page BQ10 - 5/10
Page BQ10 - 6/10
Page BQ10 - 7/10
Page BQ10 - 8/10
Page BQ10 - 9/10

Total of Bill No. 10 Carried to Summary of Tender

AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
11.1 ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION
PERIOD

A351 11.1.1 MAINTENANCE THE EXISTING ROAD

Provision of all labour, equipments, tools material, transport and
whatever necessary to all the works stated below as per standard
JKR road specification :

A A351.1 11.1.1 Maintenance of Pavement Surface km mth

The works shall comprise of :
a) Patching of potholes
b) Sealing of surface cracks
c) Reinstate edge deterioration of back filled trenches
d) Treatment to stripping of aggreagate
e) Treatment for rutting
f) Treatment to deterioration of concrete pavement surface
g) Repair to concrete pavement joints
h) Repair to paving blocks and slabs

B A351.2 11.1.1 Maintenance of Road Shoulder

The works shall comprise of : km mth
a) Re-grading and clearing of vegetation
b) Topping up of shoulder with suitable filing material
c) Filling of irregularities in unsealed shoulders
d) Filling of pavement/shoulder level differences
C A351.3 11.1.2 Grass Cutting km mth
The works shall comprise grass cutting, disposal of cut grass and debris.
The frequency of grass cutting shall be carried out once a month. The
limit and extent as described below:
a) Road shoulder
b) Slope area
c) Berm drain, interceptor drain and all other types of drain on slopes
d) Median
e) Clear vegetation on paved surface
Page Total Carried To Summary of Bill No. 11
DESCRIPTION
NO. CODE NO. MOM UNIT

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION
PERIOD (cont'd)
MAINTAIN THE EXISTING ROAD (cont'd)
D A351.4 11.1.3 Road Furnitures
The works shall comprise of cleaning works and shall be carried out 4 cycle
cycles/year of cleaning of:
a)Guardnails and barriers
b) Signages and posts
c) Kilometer post and delineotor post
d) Traffic signal aspects
E A351.4 11.1.3 The works shall comprise of repainting works and shall be carried out 2 cycle
cycles/year of repainting of:
a) Barriers
b) Signages and traffic signal posts
c) Kilometer post and delineator post
d) Road kerbs
A A351.5 11.1.4 The works shall comprise of repainting works and shall be carried out 1 cycle
cycle/year of repainting of:
a) Concrete parapets/railings
b) Steel railings
Roadline Marking
B A351.6 11.1.5 The works shall comprise of repainting roadline marking when faded m2

A351.7 11.1.6 Drainage

The works shall comprise of cleaning debries and desilting works and
C A351.7 11.1.6.1 cycle
shall be carried out 4 cycles/year:
a) Lined drains
b) Unlined drains
c) Sump
d) Culverts
Page Total Carried To Summary of Bill No. 11
DESCRIPTION
NO. CODE NO. MOM UNIT

ROUTINE MAINTENANCE WORKS DURING DEFECT LIABILITY
PERIOD
A359 11.3 MAINTAIN THE COMPLETED ROAD
Provision of all labour, equipments, tools material, transport
and whatever necessary to all the works stated below as per
standard JKR road specification:
Grass Cutting
A A359.1 11.3.1 The works shall comprise grass cutting, disposal of cut grass and km mth
debris. The frequency of grass cutting shall be carried out once a
month. The limit and extent as described below:
a) Road shoulder
b) Slope area
c) Berm drain, interceptor drain and all other types of drain on slopes
d) Median
e) Clear vegetation on paved surface
Road Furnitures
B A359.2 11.3.2 The works shall comprise of cleaning works and shall be carried out 4 cycle
cycles/year of cleaning of:
a) Guardnails and barriers
b) Signages and posts
c) Kilometer post and delineator post
d) Traffic signal aspects
Page Total Carried To Summary of Bill No. 11
DESCRIPTION
NO. CODE NO. MOM UNIT

Bridges and Culverts
Provision of all labour, equipments, tools material, transport and whatever
necessary to all the works stated below as per standard JKR road
specification:
The works shall comprise of cleaning works and shall be carried out 4 cycles/year
of cleaning of:
a) Expansion joints
b) Weep holes
c) Parapets
d) Bearing shelves
A359.3 11.3.3 e) Grafiti and markings cycle
A
f) Waterway or culvert opening and bridge carriageway
g) Removal of vegetation and lubricating and greasing operation for steel
bearings.
h) Water down pipe

Drainage
The works shall comprise of cleaning debries and desilting works and shall
be carried out 4 cycles/year:
a) Lined drains
B A359.4 11.3.4 b) Unlined drains
cycle
c) Sump
d) Culverts

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 11

DESCRIPTION
NO. CODE NO. MOM UNIT

Summary of Bill No. 11 : Routine Maintenance Works

Page BQ11 - 1/5
Page BQ11 - 2/5
Page BQ11 - 3/5
Page BQ11 - 4/5

Total of Bill No. 11 Carried to Summary of Tender

AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
11.1 ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION
PERIOD

A351 11.1.1 MAINTENANCE THE EXISTING ROAD

Provision of all labour, equipments, tools material, transport and
whatever necessary to all the works stated below as per standard
JKR road specification :

A A351.1 11.1.1 Maintenance of Pavement Surface km mth

B A351.2 11.1.1 Maintenance of Road Shoulder

A351.7 11.1.6 Drainage

Drainage
The works shall comprise of cleaning debries and desilting works and shall
be carried out 4 cycles/year:
a) Lined drains
B A359.4 11.3.4 b) Unlined drains
cycle
c) Sump
d) Culverts

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 11

DESCRIPTION
NO. CODE NO. MOM UNIT

Summary of Bill No. 11 : Routine Maintenance Works

Page BQ11 - 1/5
Page BQ11 - 2/5
Page BQ11 - 3/5
Page BQ11 - 4/5

Total of Bill No. 11 Carried to Summary of Tender

AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
11.1 ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION
PERIOD

A351 11.1.1 MAINTENANCE THE EXISTING ROAD

Provision of all labour, equipments, tools material, transport and
whatever necessary to all the works stated below as per standard
JKR road specification :

A A351.1 11.1.1 Maintenance of Pavement Surface km mth

B A351.2 11.1.1 Maintenance of Road Shoulder

A351.7 11.1.6 Drainage

Drainage
The works shall comprise of cleaning debries and desilting works and shall
be carried out 4 cycles/year:
a) Lined drains
B A359.4 11.3.4 b) Unlined drains
cycle
c) Sump
d) Culverts

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 11

DESCRIPTION
NO. CODE NO. MOM UNIT

Summary of Bill No. 11 : Routine Maintenance Works

Page BQ11 - 1/5
Page BQ11 - 2/5
Page BQ11 - 3/5
Page BQ11 - 4/5

Total of Bill No. 11 Carried to Summary of Tender

AMOUNT (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE (RM)
11.1 ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION
PERIOD

A351 11.1.1 MAINTENANCE THE EXISTING ROAD

Provision of all labour, equipments, tools material, transport and
whatever necessary to all the works stated below as per standard
JKR road specification :

A A351.1 11.1.1 Maintenance of Pavement Surface km mth

B A351.2 11.1.1 Maintenance of Road Shoulder

A351.7 11.1.6 Drainage

Drainage
The works shall comprise of cleaning debries and desilting works and shall
be carried out 4 cycles/year:
a) Lined drains
B A359.4 11.3.4 b) Unlined drains
cycle
c) Sump
d) Culverts

Miscellaneous
Items not mentioned above but are necessary for the completion of the
Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 11

DESCRIPTION
NO. CODE NO. MOM UNIT

Summary of Bill No. 11 : Routine Maintenance Works

Page BQ11 - 1/5
Page BQ11 - 2/5
Page BQ11 - 3/5
Page BQ11 - 4/5

Total of Bill No. 11 Carried to Summary of Tender

AMOUNT (RM)
Bill 12 - Electrical Works

CODE
NO. NO. MOM DESCRIPTION UNIT

Supply, deliver, install, testing and commissioning as specified in

tender
Drawings, JKR Specifications (JKR LS), JKR EMAL and service.
It shall also include guarantee and free regular maintenance during
Defect Liability Period as specified in the main contract

ROAD LIGHTING SYSTEM
INTEGRATED SOLAR LED ROAD LIGHTING SYSTEM
Integrated Solar LED Road Lighting (Luminaire, component and
accessories)
12.1.1.1.1 Supply and install 120W integrated solar LED road lighting c/w nr
electronic controller, built in solar components (PV module ,
rechargeable deep cycle battery, solar charge controller)

12.1.1.2 Lighting Column

12.1.1.2.1 10 meter height, flange type Hot Dipped Galvanised octagonal steel nr
column for Integrated Solar LED Road Lighting c/wbracket mounting
and other accessories required as perspecification and drawings.
word
The "JKR" shall beembossed on the service door

12.1.1.3 Lighting Column Foundation

12.1.1.3.1 To supply and install concrete footing suitable to mount lighting nr
column
as per approval from C&S Engineer. The contractor shall confirm the
size of concrete footing with the road lighting column manufacturer to
suit the soil condition.

12.1.1.4 Lighting Column Accessories

12.1.1.4.1 To label (both sides) street lighting column using luminaire reflector lot
tape as per Drawing details (labelling must follow as JKR Standard
using luminous reflector tape (yellow and white) and black writing
(as per Drawings) 1 lot denotes both sides labelling.
Page Total Carried To Summary of Bill No. 12
Sundries sum
Testing & Commissioning of the complete Lighting System:
a) Light distribution test using calibrated lux meter as well as
calibrated photometer.
Miscellaneous
Items not mentioned above but are necessary for the completion of
the Works (Contractor to list out, if any)
a)
b)
c)

Page Total Carried To Summary of Bill No. 12

Summary of Bill No. 12 : Electrical Works

Page BQ12 - 1/3

Page BQ12 - 2/3

Total of Bill No. 12 Carried to Summary of Tender

RATE AMOUNT (RM)
QTY (RM)
Bill 12 - Electrical Works

CODE
NO. NO. MOM DESCRIPTION UNIT

Supply, deliver, install, testing and commissioning as specified in

tender
Drawings, JKR Specifications (JKR LS), JKR EMAL and service.
It shall also include guarantee and free regular maintenance during
Defect Liability Period as specified in the main contract

12.1.1.2 Lighting Column

12.1.1.3 Lighting Column Foundation

12.1.1.4 Lighting Column Accessories

Page Total Carried To Summary of Bill No. 12

Summary of Bill No. 12 : Electrical Works

Page BQ12 - 1/3

Page BQ12 - 2/3

Total of Bill No. 12 Carried to Summary of Tender

RATE AMOUNT (RM)
QTY (RM)
Bill 12 - Electrical Works

CODE
NO. NO. MOM DESCRIPTION UNIT

Supply, deliver, install, testing and commissioning as specified in

tender
Drawings, JKR Specifications (JKR LS), JKR EMAL and service.
It shall also include guarantee and free regular maintenance during
Defect Liability Period as specified in the main contract

12.1.1.2 Lighting Column

12.1.1.3 Lighting Column Foundation

12.1.1.4 Lighting Column Accessories

Page Total Carried To Summary of Bill No. 12

Summary of Bill No. 12 : Electrical Works

Page BQ12 - 1/3

Page BQ12 - 2/3

Total of Bill No. 12 Carried to Summary of Tender

RATE AMOUNT (RM)
QTY (RM)
Bill 12 - Electrical Works

CODE
NO. NO. MOM DESCRIPTION UNIT

Supply, deliver, install, testing and commissioning as specified in

tender
Drawings, JKR Specifications (JKR LS), JKR EMAL and service.
It shall also include guarantee and free regular maintenance during
Defect Liability Period as specified in the main contract

12.1.1.2 Lighting Column

12.1.1.3 Lighting Column Foundation

12.1.1.4 Lighting Column Accessories

Page Total Carried To Summary of Bill No. 12

Summary of Bill No. 12 : Electrical Works

Page BQ12 - 1/3

Page BQ12 - 2/3

Total of Bill No. 12 Carried to Summary of Tender

RATE AMOUNT (RM)
QTY (RM)
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
13.1 PLANNING FOR SAFETY & HEALTH MANAGEMENT SYSTEM
A A411.1 13.1.1 Preparation of five (5) copies site safety and health plan (S-Plan) as per sum

JKR requirement and it shall include among others:

i) Safety and Health Policy

ii) Emergency Response Plan (ERP)

iii) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months after the receipt of

Letter of Acceptance).

B A411.2 13.1.2 Preparation of Hazard Identification Risk Assessment and Risk Control sum

(HIRARC) for the activities carried out at site. (To be sequent submitted

before commencement of each works throughout the contract period).

C A414 13.1.3 Safety Report

Prepare and submit to the S.O/P.D of five (5) copies monthly safety & mth

health report describing the occurences of accidents, near misses,

injuries and deaths and the actions taken. The report may be

incorparated in the Progress Report for the entire durati

i. Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit reports

iv. Safety & health inspections reports

13.2 RESOURCES FOR SITE SAFETY
D A412.1 13.2.1 Employment of a Site Safety & Health Officer (SHO) registered with man-mth
DOSH and to the satisfaction of the S.O/P.D/DOSH for the entire
contract period to the stationed fulltime at the site. (For works exceeding

RM20 millions contract value or high risk workplace as directed by

S.O/P.D/DOSH).
E A412.2 13.2.1 Employment of a Site Safety & Health Supervisor (SSS) and to the man-mth
satisfaction of the S.O/P.D for the entire duration of the construction
period to be stationed minimum 15 hours a week at the site.
Page Total Carried To Summary of Bill No. 13
FGH 13.3 PROTECTIVE EQUIPMENT
J
KLMNOP
QR
A

A413 Provision and maintenance of Personal Protective Equipment to S.O/P.D

staffs at Site of adequate quantity and of approved quality. The equipment

shall include but not be limited to the following:

A413.1 Safety boots. pairs
A413.2 Safety helmets. pcs
A413.3 Full Body Harness c/w Hook and Lankyard for workmen who work at pcs
heights more than 2m above ground level.
A413.4 Safety / life lines for workmen who work at heights more than 2m above m run

ground level.
A413.5 Protective gloves. pairs
A413.6 Safety goggles. pairs
A413.7 Safety jackets of reflective type. pcs
A413.8 Ear plugs and muffs. pairs
A413.9 Dust masks. pcs
A413.10 Head lamp. pcs
13.3.2 Provision and maintenance on the site during the duration of the works,

of the adequate safety equipment to be approved by the P.D as follows:

A413.18 Fire extinguishers. pcs

A413.19 Hazard tape. roll
13.5 SAFE WORKING AREA
A419.7 Supply, erection, maintenance and removal of safety barricades / fencing sum

/ railing / screen / wire netting / toe board for maintaining safe working

environment (please delete where not applicable).

Page Total Carried To Summary of Bill No. 13
B A419.8 Provision and maintenance of guardrails or board fences and temporary foot sum
walks with adequate temporary overhead protection for public walkways and
thoroughfares (please delete where not
applicable).
C A419.9 13.5.1 Condoning off working area and provision of public control and safety sum
measures where lifting operations, moving, shifting, transferring works and
carried out outside the hoarded up area of the worksite as stipulated in JKR
Specification For Occupational Safety And Health For
Engineering.
D A419.10 13.5.2 Measures to prevent the breeding of mosquitoes, houseflies, rats, insects and sum
other dangerous animals on the site throughout contract period.

Miscellaneous
Items not mentioned above but are necessary for the completion of the Works
(Contractor to list out, if any)
a)
b)
c)
Page Total Carried To Summary of Bill No. 13
Summary of Bill No. 13 : Occupational Safety & Health
Management (For Project Above RM 20M)
Page BQ13 - 1/4 Page BQ13 - 2/4 Page BQ13 - 3/4
Total of Bill No. 13 Carried to Summary of Tender
NO. CODE NO. MOM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
13.1 PLANNING FOR SAFETY & HEALTH MANAGEMENT SYSTEM
A A411.1 13.1.1 Preparation of five (5) copies site safety and health plan (S-Plan) as per sum

JKR requirement and it shall include among others:

i) Safety and Health Policy

ii) Emergency Response Plan (ERP)

iii) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months after the receipt of

Letter of Acceptance).

B A411.2 13.1.2 Preparation of Hazard Identification Risk Assessment and Risk Control sum

(HIRARC) for the activities carried out at site. (To be sequent submitted

before commencement of each works throughout the contract period).

C A414 13.1.3 Safety Report

Prepare and submit to the S.O/P.D of five (5) copies monthly safety & mth

health report describing the occurences of accidents, near misses,

injuries and deaths and the actions taken. The report may be

incorparated in the Progress Report for the entire durati

i. Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit reports

iv. Safety & health inspections reports

RM20 millions contract value or high risk workplace as directed by

A413 Provision and maintenance of Personal Protective Equipment to S.O/P.D

staffs at Site of adequate quantity and of approved quality. The equipment

shall include but not be limited to the following:

of the adequate safety equipment to be approved by the P.D as follows:

A413.18 Fire extinguishers. pcs

A413.19 Hazard tape. roll
13.5 SAFE WORKING AREA
A419.7 Supply, erection, maintenance and removal of safety barricades / fencing sum

/ railing / screen / wire netting / toe board for maintaining safe working

environment (please delete where not applicable).

JKR requirement and it shall include among others:

i) Safety and Health Policy

ii) Emergency Response Plan (ERP)

iii) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months after the receipt of

Letter of Acceptance).

B A411.2 13.1.2 Preparation of Hazard Identification Risk Assessment and Risk Control sum

(HIRARC) for the activities carried out at site. (To be sequent submitted

before commencement of each works throughout the contract period).

C A414 13.1.3 Safety Report

Prepare and submit to the S.O/P.D of five (5) copies monthly safety & mth

health report describing the occurences of accidents, near misses,

injuries and deaths and the actions taken. The report may be

incorparated in the Progress Report for the entire durati

i. Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit reports

iv. Safety & health inspections reports

RM20 millions contract value or high risk workplace as directed by

A413 Provision and maintenance of Personal Protective Equipment to S.O/P.D

staffs at Site of adequate quantity and of approved quality. The equipment

shall include but not be limited to the following:

of the adequate safety equipment to be approved by the P.D as follows:

A413.18 Fire extinguishers. pcs

A413.19 Hazard tape. roll
13.5 SAFE WORKING AREA
A419.7 Supply, erection, maintenance and removal of safety barricades / fencing sum

/ railing / screen / wire netting / toe board for maintaining safe working

environment (please delete where not applicable).

JKR requirement and it shall include among others:

i) Safety and Health Policy

ii) Emergency Response Plan (ERP)

iii) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months after the receipt of

Letter of Acceptance).

B A411.2 13.1.2 Preparation of Hazard Identification Risk Assessment and Risk Control sum

(HIRARC) for the activities carried out at site. (To be sequent submitted

before commencement of each works throughout the contract period).

C A414 13.1.3 Safety Report

Prepare and submit to the S.O/P.D of five (5) copies monthly safety & mth

health report describing the occurences of accidents, near misses,

injuries and deaths and the actions taken. The report may be

incorparated in the Progress Report for the entire durati

i. Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit reports

iv. Safety & health inspections reports

RM20 millions contract value or high risk workplace as directed by

A413 Provision and maintenance of Personal Protective Equipment to S.O/P.D

staffs at Site of adequate quantity and of approved quality. The equipment

shall include but not be limited to the following:

of the adequate safety equipment to be approved by the P.D as follows:

A413.18 Fire extinguishers. pcs

A413.19 Hazard tape. roll
13.5 SAFE WORKING AREA
A419.7 Supply, erection, maintenance and removal of safety barricades / fencing sum

/ railing / screen / wire netting / toe board for maintaining safe working

environment (please delete where not applicable).

BILL NO 03 Earthworks
No ratings yet
BILL NO 03 Earthworks
8 pages
2 Earthworks
No ratings yet
2 Earthworks
24 pages
Enugu Methodist
No ratings yet
Enugu Methodist
5 pages
Untitled
No ratings yet
Untitled
34 pages
Beme Tunga
No ratings yet
Beme Tunga
7 pages
Construction Site Preparation
95% (19)
Construction Site Preparation
62 pages
Earthworks & Geotechnical Guide
No ratings yet
Earthworks & Geotechnical Guide
5 pages
Specif 1
No ratings yet
Specif 1
8 pages
MOM (Section 2) - Site Clearing + Demolition
No ratings yet
MOM (Section 2) - Site Clearing + Demolition
7 pages
Civil and Structural Works
No ratings yet
Civil and Structural Works
14 pages
Clearing and Grubbing
No ratings yet
Clearing and Grubbing
2 pages
S. No. I.S. No. Subject: List of Bureau of Indian Standard Codes
No ratings yet
S. No. I.S. No. Subject: List of Bureau of Indian Standard Codes
10 pages
Section 1 - General Items
No ratings yet
Section 1 - General Items
313 pages
Emergency Maintenance of Bunza Bridge - 060850
No ratings yet
Emergency Maintenance of Bunza Bridge - 060850
19 pages
Beme 4. N. Azaka Street With Drainage Abraka
100% (1)
Beme 4. N. Azaka Street With Drainage Abraka
10 pages
ECM442 Lecture 6 Earthwork NE
No ratings yet
ECM442 Lecture 6 Earthwork NE
27 pages
Norms For Rural Roads: Construction, Rehabilitation and Maintenance
No ratings yet
Norms For Rural Roads: Construction, Rehabilitation and Maintenance
6 pages
Annex 7
No ratings yet
Annex 7
10 pages
Road BOQs - Draft
100% (3)
Road BOQs - Draft
9 pages
NLCS 1 INFRASTRUCTURE BILL (Amended 02-01-20)
No ratings yet
NLCS 1 INFRASTRUCTURE BILL (Amended 02-01-20)
8 pages
Construction Bill of Quantities For The Proposed 3 Storey One Bedroom Residential Building
No ratings yet
Construction Bill of Quantities For The Proposed 3 Storey One Bedroom Residential Building
22 pages
Sample BQ For Infra Works
No ratings yet
Sample BQ For Infra Works
29 pages
Work Order No 05
No ratings yet
Work Order No 05
20 pages
D Speci
No ratings yet
D Speci
103 pages
Norms For Rural Roads: Construction, Rehabilitation and Maintenance
No ratings yet
Norms For Rural Roads: Construction, Rehabilitation and Maintenance
5 pages
Earthwork Guide for DPWH Engineers
No ratings yet
Earthwork Guide for DPWH Engineers
4 pages
UNPRICED BOQ FOR THE THREE ROAD PROJECTS FV
No ratings yet
UNPRICED BOQ FOR THE THREE ROAD PROJECTS FV
65 pages
Specification of Road (Rui Han)
No ratings yet
Specification of Road (Rui Han)
6 pages
Section 2
No ratings yet
Section 2
15 pages
2
No ratings yet
2
3 pages
Schedule of Rates LGED PDF
75% (4)
Schedule of Rates LGED PDF
363 pages
Bill No. 4 - External Works
100% (1)
Bill No. 4 - External Works
42 pages
Clearing & Grubbing Specifications
No ratings yet
Clearing & Grubbing Specifications
3 pages
MES SCH 2014 Cumulative
No ratings yet
MES SCH 2014 Cumulative
404 pages
Schedule of Rates of LGED Bangladesh July 2015
91% (32)
Schedule of Rates of LGED Bangladesh July 2015
295 pages
Narsindi Belabo 3003
No ratings yet
Narsindi Belabo 3003
2 pages
BoQ - Format
No ratings yet
BoQ - Format
42 pages
Reports
No ratings yet
Reports
113 pages
Bill Stage Work
No ratings yet
Bill Stage Work
31 pages
Bill Items POW
No ratings yet
Bill Items POW
3 pages
Free Section Material Req
No ratings yet
Free Section Material Req
14 pages
Okigwe-Owerri Road Repair Proposal
No ratings yet
Okigwe-Owerri Road Repair Proposal
19 pages
ECM442 Lecture 6 Earthwork NE
No ratings yet
ECM442 Lecture 6 Earthwork NE
27 pages
SGM 24 160 Rock Results
No ratings yet
SGM 24 160 Rock Results
182 pages
Schedule of Rates Barisal
100% (3)
Schedule of Rates Barisal
138 pages
SGM 24 66 Joppa Tech
No ratings yet
SGM 24 66 Joppa Tech
182 pages
BOQ Contents List
No ratings yet
BOQ Contents List
7 pages
Addenda No 2
100% (4)
Addenda No 2
21 pages
Library-1 Boq Print
No ratings yet
Library-1 Boq Print
224 pages
Blank BOQ
0% (1)
Blank BOQ
58 pages
SEC200 (With Vol 2 Changes)
No ratings yet
SEC200 (With Vol 2 Changes)
8 pages
MOM (Section 2) - Clearing + Demolition
No ratings yet
MOM (Section 2) - Clearing + Demolition
4 pages
Earthwork
No ratings yet
Earthwork
3 pages
Site Clearance Corrected
No ratings yet
Site Clearance Corrected
4 pages
Boq
No ratings yet
Boq
22 pages
Common Law
No ratings yet
Common Law
4 pages
Ramp C CH280-CH300 Stage 2 L-R
No ratings yet
Ramp C CH280-CH300 Stage 2 L-R
1 page
Section 5.10 - Sheetpile - May2015
No ratings yet
Section 5.10 - Sheetpile - May2015
5 pages
Ded Report On Piles 13 Aug 2019
No ratings yet
Ded Report On Piles 13 Aug 2019
14 pages
AV - Bearing Capacity and Settlement at Existing Ground
No ratings yet
AV - Bearing Capacity and Settlement at Existing Ground
2 pages
Ot Form - Arsyad - Jan 2024
No ratings yet
Ot Form - Arsyad - Jan 2024
1 page
Tender Document Vol 3 of 4
No ratings yet
Tender Document Vol 3 of 4
1,139 pages
Tender Document Vol 2 of 4
No ratings yet
Tender Document Vol 2 of 4
77 pages
Landslide Susceptibility Modelling For Agricultural Activities in Hilly Areas
No ratings yet
Landslide Susceptibility Modelling For Agricultural Activities in Hilly Areas
7 pages
Joint Measurement Sheet: 1 25/03/2023 KY/SLOPE&DRAIN-OCM/CON/01/2022 Taisun Bina
No ratings yet
Joint Measurement Sheet: 1 25/03/2023 KY/SLOPE&DRAIN-OCM/CON/01/2022 Taisun Bina
9 pages
Joint Measurement Sheet: 1 25/03/2023 KY/SLOPE&DRAIN-OCM/CON/01/2022 Taisun Bina
No ratings yet
Joint Measurement Sheet: 1 25/03/2023 KY/SLOPE&DRAIN-OCM/CON/01/2022 Taisun Bina
2 pages
Vol 28 SI 1 Paper 5
No ratings yet
Vol 28 SI 1 Paper 5
7 pages
Tender Document Vol 3 of 4
No ratings yet
Tender Document Vol 3 of 4
1,139 pages
Samples - Submission of Method Statement For Surface Drainage Works
100% (3)
Samples - Submission of Method Statement For Surface Drainage Works
19 pages
W - Ocm - LPTS-KM393.0 SB - CS - GT - CS - 001
No ratings yet
W - Ocm - LPTS-KM393.0 SB - CS - GT - CS - 001
1 page
GEOSS Understanding and Mitigating Geotechnical Risk in Underground Construction
No ratings yet
GEOSS Understanding and Mitigating Geotechnical Risk in Underground Construction
48 pages
Package A4 - Geotechnical Review Report
No ratings yet
Package A4 - Geotechnical Review Report
28 pages
Reducing Geotechnical Uncertainty with DAARWIN
No ratings yet
Reducing Geotechnical Uncertainty with DAARWIN
92 pages
Geotechnical Review for Sarawak Road
No ratings yet
Geotechnical Review for Sarawak Road
25 pages
Package B2 - Geotechnical Review Brief
No ratings yet
Package B2 - Geotechnical Review Brief
8 pages
Package B1 - Geotechnical Review Report
No ratings yet
Package B1 - Geotechnical Review Report
27 pages
Package C1 - Geotechnical Review Summary - To OPUS
No ratings yet
Package C1 - Geotechnical Review Summary - To OPUS
7 pages
GeoSS - 17 August Webinar Slides
No ratings yet
GeoSS - 17 August Webinar Slides
60 pages
Arch Culvert Calculation
No ratings yet
Arch Culvert Calculation
21 pages
Indkom Compact Substation Unit-Scada Equipped
No ratings yet
Indkom Compact Substation Unit-Scada Equipped
6 pages
Ice Paper - Slope Stability Analysis of Rainfall Induced Slope Failure
No ratings yet
Ice Paper - Slope Stability Analysis of Rainfall Induced Slope Failure
18 pages
GP - Landslide Vulneability Index and Risk Analysis For Critical Infrastructure in Malaysia 1
No ratings yet
GP - Landslide Vulneability Index and Risk Analysis For Critical Infrastructure in Malaysia 1
54 pages
Water 11 00741
No ratings yet
Water 11 00741
16 pages
Guidelines For Quarry and Mining Compressed
100% (1)
Guidelines For Quarry and Mining Compressed
157 pages
000 P MBAM Overview of Slope Stability Problems 4 Dec 19L
No ratings yet
000 P MBAM Overview of Slope Stability Problems 4 Dec 19L
15 pages
Sponsor Quimbo Yara Activities in Cacao
No ratings yet
Sponsor Quimbo Yara Activities in Cacao
18 pages
Soils Investigation: Civil Engineering and Architecture
No ratings yet
Soils Investigation: Civil Engineering and Architecture
31 pages
Plant KWL
No ratings yet
Plant KWL
2 pages
Solanaceae Family Overview
No ratings yet
Solanaceae Family Overview
5 pages
Engineering Materials Syllabus
No ratings yet
Engineering Materials Syllabus
3 pages
Ferro Cement
No ratings yet
Ferro Cement
17 pages
Weed Science and Control Guide
No ratings yet
Weed Science and Control Guide
22 pages
Diseases of Citrus in Arizona: Cooperative Extension
No ratings yet
Diseases of Citrus in Arizona: Cooperative Extension
16 pages
Construction Material Usage Report
No ratings yet
Construction Material Usage Report
1 page
Basement Waterproofing
100% (1)
Basement Waterproofing
11 pages
High Dencity Avocado
No ratings yet
High Dencity Avocado
4 pages
Pool Analysis
No ratings yet
Pool Analysis
38 pages
Botany Guide: Euasterids II Overview
No ratings yet
Botany Guide: Euasterids II Overview
36 pages
SGB Amravati University B SC II Paper IV: Dr. D. D. Khedkar
No ratings yet
SGB Amravati University B SC II Paper IV: Dr. D. D. Khedkar
26 pages
Agricultural Crop Production Ncii Evaluation Test For RPL
100% (7)
Agricultural Crop Production Ncii Evaluation Test For RPL
4 pages
Irish Joy M. Bequilla BS-ABM SSC001-BC2 Analysis
No ratings yet
Irish Joy M. Bequilla BS-ABM SSC001-BC2 Analysis
2 pages
AA. Cost Estimate and Rate Analysis of Chitwan Road
No ratings yet
AA. Cost Estimate and Rate Analysis of Chitwan Road
233 pages
PWD SCHEDULE OF RATES 01.08.2010
No ratings yet
PWD SCHEDULE OF RATES 01.08.2010
338 pages
Practical Manual - Field Diagnosis in Agriculture
No ratings yet
Practical Manual - Field Diagnosis in Agriculture
127 pages
Lemon Grass en
No ratings yet
Lemon Grass en
3 pages
Civil Eng. Students' Seminar Report
No ratings yet
Civil Eng. Students' Seminar Report
24 pages
Summary of BR - Quantity (Original Estimate)
No ratings yet
Summary of BR - Quantity (Original Estimate)
10 pages
Schmitt2016
No ratings yet
Schmitt2016
13 pages
PPT
No ratings yet
PPT
17 pages
ESSEM Pile Bore Log
No ratings yet
ESSEM Pile Bore Log
3 pages
Cement Concrete Calculation
No ratings yet
Cement Concrete Calculation
2 pages
GRP Pipes Design Data Sheet
No ratings yet
GRP Pipes Design Data Sheet
7 pages
Box Culvert General Arrangement
No ratings yet
Box Culvert General Arrangement
1 page
Organic Farming Final
92% (38)
Organic Farming Final
25 pages
Oody Rnamental Insect, Mite, and Disease Management: College of Agricultural Sciences
No ratings yet
Oody Rnamental Insect, Mite, and Disease Management: College of Agricultural Sciences
118 pages