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Summary Bill Group

AMOUNT IN USD

Bill 1 General 0.00

Bill 2 Site Clearance 0.00

Bill 3 Drainage 0.00

Bill 4 Earthworks 0.00

Bill 5 Gravel Wearing Course 0.00

Bill 8 Structures 0.00

Bill 9 Ancillary 0.00

0.00

PS Provisional sum (Insurance ) 18,000.00

Bill 10 Dayworks 0.00 18,000.00 0.00 18,000.00 Grand Total Subtotal

Grand total for bill items Contingency - 2.5% [to be expended in whole or in

part at the discretion of the Engineer]

(2)

Rate Amount

USD USD

1000 GENERAL 12

1200 GENERAL REQUIREMENTS AND PROVISIONS 12.01 Provision, erection, maintenance and removal of project sign

board as indicated in the drawing or instructed by the Engineer.

No

2 0.00 1300 CONTRACTOR'S ESTABLISHMENT ON SITE

13.01

The contractor's general obligations for all charges in respect of the establishment of the contractor's organization, camps, equipment ,personnel, contractors laboratory, accommodation and construction plant on the site, and their removal on completion of the contract, and also the financing costs, risks, legal,security arrangemnts and contractual obligations and general items of cost not covered elsewhere

L.S

1 0.00 16 1600 ENVIRONMENTAL PROTECTION AND

MITIGATION MEASURES 16.01

Environmental Protection and Mitigation Measures LS 1 0.00 TOTAL FOR BILL 1, 1000 GENERAL – PROVISIONS 0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Bill 1,General Provisions

Bill 1,General Provisions

(3)

Rate

Amount

USD

USD

2000 SITE CLEARANCE

21

2100: CLEARING AND GRUBBING

21.01

Clearing and grubbing

ha

8

0.00

21.02

Removal and grubbing of large trees and tree stumps

(a) Girth exceeding 1.0 m up to and including 2 m

No.

385

0.00

(b) Girth exceeding 2 m up to and including 3m

No.

150

0.00

(c) Girth exceeding 3 m and more

No.

30

0.00

TOTAL FOR BILL 2, 2000 Site Clearance (carried to

summary)

0.00

Description

Bill 2, Site Clearance

Bill of Quantity

Unit

Yambio-Nabiapai

Qty.

Bill 2, Site Clearance

Pay Item

No.

(4)

Rate Amount

USD USD

3000: DRAINAGE 31 3100: DRAINS

31.01 Excavation for open drains

(a) Common/normal and intermediate excavation or shaping of open drains (intercepting ditches, turn-outs, culvert in-/outlet drains, etc.) in all type of soil material of all class within any depth rates below the surface level, loading and hauling, and re-use in embankments incl. spreading, shaping and compaction to 95% of modified AASHTO density including all lead and lift within the project.

M3

8,500 0

32 3200: CULVERTS AND APPURTENANT STRUCTURES

32.01

Common/normal and intermediate excavation of trench within any depth rates below the surface level for foundation at new pipe culvert location or for replacement of existing culvert and for inlet and outlet structures incl. trimming/compaction of bottom of excavation, backfill with suitable material from the excavation and compaction, disposal of surplus and unsuitable material.

M3

230 0.00

32.02 Provide approved material for backfill at culvert location and compact incl. trimming/compaction of bottom of excavation.

(a) Using the excavated material M³ 216 0.00

(b) Using imported selected material M³ 505 0.00

32.03 supply, Installation, and placement of precast reinforced concrete pipe culvert 900mm diameter, with details shown on the drawings

M

84 0.00

32.05 Provide and construct apron/slab with cut-off wall (toe wall), and head and wing walls at box culverts and slab culvert including all ancillary works:

(a) Concrete Class 30/20 for apron/slab and cut-off wall (toe wall); M3 10 0.00

(b) High yield reinforcement steel for apron/slab and cut-off wall (toe wall) (Grade 60)

t

1 0.00

(c) Cement-mortared (1:3) medium pointed Class A stone masonry for head and wing walls of

slab culvert and/or drifts M3 20 0.00

34 3400: Pitching, Stonework, And Erosion Protection

34.01 Provide and construct cement-mortared 1:4 fine pointed Class A stone masonry for cascades, inlet and outlet structures for concrete pipe culverts, and where instructed including foundation and all ancillary works

108 0.00

TOTAL FOR BILL 3, 3000 DRAINAGE (carried to summary) 0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Bill 3, Drainage Bill 3, Drainage

(5)

Rate

Amount

USD

USD

4000 EARTHWORKS

41.04

Removal of unsuitable (unstable) material in roadbed to any depth as

instructed by the Engineer incl. loading, hauling, deposit, spreading,

etc., and provision, placing and compaction of approved material for

backfill.

7,000

0.00

43

4300: Borrow Materials

43.01

Embankment Fill of approved Borrow material with all lift and free

haul within the project, all complete.

10,500

0.00

TOTAL FOR BILL 4, 4000 EARTHWORKS

0.00

Bill 4, Earthworks

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Bill 4, Earthworks

Pay Item

No.

Description

Unit

Yambio-Nabiapai

Qty.

(6)

Rate

Amount

USD

USD

54

5400: GRAVEL WEARING COURSE

54.01

Gravel Wearing Course of approved material all complete, compacted

to 98% of AASTHO modified density as specified in Job Specific

Technical Specification.

10,500

0.00

TOTAL FOR BILL 5 (carried to summary)

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Bill 5, Gravel Wearing Course

Bill 5, Road Base/Base course and Sub base

(7)

Item Description

Unit

Rate

USD

Quantity

Amount

USD

Division 8100

Structure Excavation

81.02

(a)

Excavation of all type of soil material required for the

foundation of structure, and for the portion of existing

structure to be demolished, extended or modified

including backfilling with approved local materials all

complete in layers of 150 mm or as instructed by the

Engineer.

cu. m.

150.00

0.00

Division 8300

83.01

Supply, installation and placement of reinforcing steel

bars, Grade 60 for concrete structures as shown in

drawings which shall confirms to the requirements of

AASHTO M31 (ASTM A615)

ton

0.50

0.00

Division 8400

84.01

(a)

Class 30/20 cast in situ reinforced concrete works for

slab bridges/culverts as per dimensions shown in

drawings and in accordance with the provisions of series

8000 of the specification and special provisions to

specification.

cu. m.

10.00

0.00

89.01

Provide and construct cement-mortared (1:4) fine pointed

Class A stone masonry for abutment and wing walls of

major structures

cu. m.

10.00

0.00

Provide and place hand laid rock to 0.30m behind

abutment and wing walls

cu. m.

10.00

0.00

Total Bill No :8

0.00

Bill 8: Structures

For UNOPS Project Engineer: Project Manager Page No.(9) Quantity Surveyor: Project Manager:

(8)

Rate

Amount

USD

USD

9000 ANCILLARY WORKS

91 GABIONS

91.01

Delivery, assembly, installation and rock filling of Standard sized Gabion Boxes, including the preparation of

the foundation and surface for bedding, as per standard specifications or instruction from the Engineer.

10

0

9400: ROAD SIGNS

94.01

Provide and erect where shown on Drawings and/or where instructed new galvanized steel plate road signs of

high intensity grade reflective sheeting on standard single reinforced concrete sign posts (alternatively hot dip

galvanized steel pipe with internal diameter of 75mm can be used for the sign post)

(a) triangular type, 900mm equilateral

No

5

0

(b) circular type, 600mm diameter.

No

3

0

TOTAL FOR BILL 9, 9000 ANCILLARY WORKS

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Bill 9, Ancillary Works

Bill 9, Ancillary Works

(9)

SCHEDULE OF DAYWORK RATES.10.1 LABOUR

10.1.A

Headman (Forman/Engineer)

hr

10.1.B

Headman (Skilled labour)

hr

10.1.C

Labourer

hr

10.1.D

Driver (light duty)

hr

10.1.E

Driver (Heavy duty)

hr

10.1.F

Mason

hr

10.1.G

Carpenter

hr

10.1.H

Steel Fixer

hr

10.1.I

Welder

hr

10.1.J

Electrician

hr

10.1.K

Mechanic

hr

10.1.L

Watchman

hr

10.1.M

Surveyor

hr

10.1.N

Surveying Assistant

hr

10.1.M

Equipment Operator (Skilled)

hr

10.1.N

Equipment Operator (Semi-Skilled)

hr

SCHEDULE OF DAYWORK RATES.10.2 MATERIALS

10.2.A

Cement,Ordinary Portland (or equivalent in bags)

t

10.2.B

Coarse aggregate for concrete

m

3

10.2.D

Plywood 6mm

No.

10.2.E

Sand

m

3

10.2.F

Stone

m

3

SCHEDULE OF DAYWORK RATES.10.3 CONSTRUCTION

PLANT

10.3.A

Crawler Loader 1.5m

3

hr

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

TOTAL 10.2 DAYWORK MATERIALS (Carried to Daywork Summary)

Dayworks

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

TOTAL 10.1 DAYWORK LABOUR (Carried to Daywork Summary)

10.2.C

Mild Steel reinforcement bars Grade 60 (various sizes)

t

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Dayworks

Pay Item

(10)

10.3.B

Dumper Truck 5m

3

hr

10.3.C

Dumper Truck 8m

3

hr

10.3.D

Site Dumper

hr

10.3.E

Crawler Dozer with ripper 120 kw

hr

10.3.F

Crawler Dozer with ripper 200 kw

hr

10.3.G

Motor Grader any capacity

hr

10.3.H

Water Tanker 5000 literes

hr

10.3.I

Wheeled Loader/Backhoe

hr

10.3.J

Concrete Mixer 10/17t

hr

10.3.K

Power Generator 40 KVA

hr

10.3.L

Welding Set (500 amp)

hr

10.3.M

Water Pump (50 to 100mm)

hr

10.3.N

Crane Mounted Truck (11/2 t)

hr

10.3.O

Manually Operated Compactor

hr

10.3.P

Concrete Vibrator (Pocker)

hr

10.3.Q

4-WD Pick-up

hr

10.3.R

Vibrating Roller

hr

10.3.S

Tractor

hr

10.3.T

Hydraulic Excavator (Tracked) 10-20 t

hr

10.3.U

Hydraulic Excavator (Tracked) 20-30 t

hr

TOTAL For Daywork (Provisional Sum)

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

(11)

Rate

Amount

USD

USD

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

8

0.00

Sub-Total

0.00

15.00%

0.00

1

0.00

8

0.00

5

0.00

15

0.00

15

0.00

Sub-Total

0.00

15.00%

0.00

8

0.00

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

TOTAL 10.2 DAYWORK MATERIALS (Carried to Daywork Summary)

Dayworks

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

TOTAL 10.1 DAYWORK LABOUR (Carried to Daywork Summary)

1

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bill of Quantity

Dayworks

Works Contract

Qty.

(12)

8

0.00

8

0.00

4

0.00

4

0.00

4

0.00

8

0.00

8

0.00

8

0.00

4

0.00

8

0.00

4

0.00

8

0.00

4

0.00

4

0.00

4

0.00

4

0.00

4

0.00

4

0.00

4

0.00

4

0.00

Sub-Total

0.00

15.00%

0.00

0.00

TOTAL For Daywork (Provisional Sum)

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (15%).

TOTAL 10.2 DAYWORK Plants

(13)

Item

Unit Rate

No

(USD)

Provisional Sum Items

PS 1

Insurances

Provisional Sum

1

Provisional Sum Items - PS1

Rehabilitation of Yambio-Nabiapai

Bill of Quantity

(14)

Amount

(USD)

18,000.00

18,000.00

Rehabilitation of Yambio-Nabiapai

Bill of Quantity

References

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