BOQ roadwork

8/11/2019 BOQ roadwork

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Summary Bill GroupAMOUNT 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

BOQ - Rehabil itati on of Yambio-Nabiapai Road

Grand Total

Subtotal

Grand total for bill items

Contingency - 2.5% [to be expended in whol e or in

part

at the discretion of the Engineer]

Summar y of Estimated Construction Cost



1000 GENERAL

121200 GENERAL REQU

12.01Provision, erection, main

board as indicated in the

Engineer.

1300 CONTRACTOR

13.01

The contractor's general

of the establishment of th

equipment ,personnel, co

and construction plant on

completion of the contra

risks, legal,security arran

and general items of cost

161600 ENVIRONMENT

MITIGATION MEASU

16.01Environmental Protectio

TOTAL FOR BILL 1,

Bill 1,Genera

Bill 1,General Provisions



Rate Amount

USD USD

2000 SITE CLEARANCE

21 2100: CLEARING AND GRUBBING

21.01 Clearing and grubbing ha 8 0.00

21.02Removal 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 0.00TOTAL FOR BILL 2, 2000 Site Clearance (carried to

summary) 0.00

Description

Bill 2, Site Clearance

BOQ - Rehabilitation of Yambio-Nabiapai Road

Bil l of Quantity

Unit

Yambio-Nabiapai

Qty.

Bill 2, Site Clearance

Pay Item

No.



Rate Am

USD US

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 typeof soi l 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

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

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

(b) Using imported selected material M³ 505

32.03 supply, Installation, and placement of precast reinforced concrete pipe culvert 900mm

diameter, with details shown on the drawings

M

84

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

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

1

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

slab culvert and/or driftsM3

20

34 3400: Pitching, Stonework, And Erosion Protection

34.01Provide 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

M³

108

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


Bill of Quantity

Bill 3, Drainage

Bill 3, Drainage

Qty.



Rate Amount

USD USD

4000 EARTHWORKS

41.04

Removal of unsuitable (unstable) material in roadbed to any depth asinstructed by the Engineer incl. loading, hauling, deposit, spreading,

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

backfill.

M³

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.M³

10,500 0.00TOTAL FOR BILL 4, 4000 EARTHWORKS 0.00

Bill 4, Earthworks


Bil l of Quantity

Bill 4, Earthworks

Pay Item

No.Description Unit

Yambio-Nabiapai

Qty.



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 SpecificTechnical Specification. M³ 10,500 0.00

TOTAL FOR BILL 5 (carried to summary) 0.00


Bil l of Quantity

Bill 5, Gravel Wearing Course

Bill 5, Road Base/Base course and Sub base

Qty.



Item Description UnitRate

USDQuantity

Am

U

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

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

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

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

Provide and place hand laid rock to 0.30m behind

abutment and wing walls cu. m. 10.00

Total Bill No :8


Bill 8: Structures

For UNOPS

Project Engineer:

Project Manager

Page No.(9)



Rate

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. M³

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

(b) circular type, 600mm diameter. No

TOTAL FOR BILL 9, 9000 ANCILLARY WORKS


Bill of Quantity

Bill 9, Ancillary Works

Bill 9, Ancillary Works

Q



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 arpenter 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 m3

10.2.D Plywood 6mm No.

10.2.E Sand m3

10.2.F Stone m

3

SCHEDULE OF DAYWORK RATES.10.3 CONSTRUCTION

PLANT

10.3.A Crawler Loader 1.5m3 hr

Allow Percentage of sub-total for Contractor's Ov

TOTAL 10.2 DAYWORK MATERIALS (Carrie

Dayworks


TOTAL 10.1 DAYWORK LABOUR (Carrie

10.2.C Mild Steel reinforcement bars Grade 60 (various sizes) t

BOQ - Rehabilitation of Yambio-Nabiapai R

Bill of Quantity

Dayworks

Pay Item

No.Description Unit



10.3.B Dumper Truck 5m3 hr

10.3.C Dumper Truck 8m3 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 Da


TOTAL



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 0.008 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-Total0.00

15.00%

0.00

8 0.00

rheads,Profit,etc (15%).

d to Daywork Summary)


d to Daywork Summary)

1 0.00

ad

Works Contract

Qty.



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-Total0.00

15.00%

0.00

0.00 work (Provisional Sum)


10.2 DAYWORK Plants



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

Description Unit Qty



Amount

(USD)

18,000.00

18,000.00

BOQ roadwork

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