BOQ roadwork

BOQ - Rehabilitation of Yambio-Nabiapai Road Summary of Estimated Construction Cost Summary

Bill Group

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

AMOUNT IN USD

0.00 Subtotal

0.00

PS

Provisional sum (Insurance )

18,000.00

Bill 10

Dayworks

0.00

Grand total for bill items Contingency - 2.5% [to be expended in whole or in part at the discretion of the Engineer] Grand Total

18,000.00 0.00 18,000.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 1,General Provisions Rate

Amount Qty.

USD

USD

Bill 1,General Provisions 1000 GENERAL 12

12.01

1200 GENERAL REQUIREMENTS AND PROVISIONS Provision, erection, maintenance and removal of project sign board as indicated in the drawing or instructed by the Engineer.

No 2

0.00

1

0.00

1

0.00

1300 CONTRACTOR'S ESTABLISHMENT ON SITE

13.01

16

16.01

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

1600 ENVIRONMENTAL PROTECTION AND MITIGATION MEASURES

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

LS

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 2, Site Clearance Yambio-Nabiapai Description

Pay Item No.

Unit

Rate

Amount

Qty.

USD

USD

Bill 2, Site Clearance 2000 SITE CLEARANCE 21 21.01 21.02

2100: CLEARING AND GRUBBING Clearing and grubbing

ha

8

0.00

(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 TOTAL FOR BILL 2, 2000 Site Clearance (carried to summary)

No.

30

0.00

Removal and grubbing of large trees and tree stumps

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 3, Drainage Rate

Amount

Qty.

USD

USD

Bill 3, Drainage 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. 32

M3 8,500

0

230

0.00

216 505

0.00 0.00

84

0.00

10

0.00

1

0.00

20

0.00

108

0.00

3200: CULVERTS AND APPURTENANT STRUCTURES

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 32.01 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. 32.02 Provide approved material for backfill at trimming/compaction of bottom of excavation.

culvert

location

and

compact

M3

incl.

(a) Using the excavated material (b) Using imported selected material 32.03 supply, Installation, and placement of precast reinforced concrete pipe culvert 900mm diameter, with details shown on the drawings

M³ M³ M

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 t

(b) High yield reinforcement steel for apron/slab and cut-off wall (toe wall) (Grade 60) (c) Cement-mortared (1:3) medium pointed Class A stone masonry for head and wing walls of slab culvert and/or drifts 34

34.01

M3

3400: Pitching, Stonework, And Erosion Protection 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 TOTAL FOR BILL 3, 3000 DRAINAGE (carried to summary)

M³

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 4, Earthworks Yambio-Nabiapai Pay Item No.

Description

Unit

Rate

Amount

Qty.

USD

USD

Bill 4, Earthworks 4000 EARTHWORKS

41.04

43 43.01

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.

M³ 7,000

0.00

10,500

0.00 0.00

4300: Borrow Materials Embankment Fill of approved Borrow material with all lift and free haul within the project, all complete. TOTAL FOR BILL 4, 4000 EARTHWORKS

M³

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 5, Gravel Wearing Course Rate

Qty.

USD Bill 5, Road Base/Base course and Sub base 54 54.01

Amount USD

5400: GRAVEL WEARING COURSE Gravel Wearing Course of approved material all complete, compacted to 98% of AASTHO modified density as specified in Job Specific Technical Specification. TOTAL FOR BILL 5 (carried to summary)

M³

10,500

0.00 0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill 8: Structures Item Description

Unit

Rate USD

Quantity

Amount USD

Division 8100 Structure Excavation

81.02

83.01

84.01

89.01

For UNOPS

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 (a) Engineer. Division 8300

cu. m.

150.00

0.00

ton

0.50

0.00

cu. m.

10.00

0.00

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

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) Division 8400

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 (a) specification.

Total Bill No :8

0.00

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

Project Manager:

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Bill 9, Ancillary Works Rate USD

Amount USD

Qty.

Bill 9, Ancillary Works 9000 ANCILLARY WORKS 91 GABIONS Delivery, assembly, installation and rock filling of Standard sized Gabion Boxes, including the preparation of 91.01 the foundation and surface for bedding, as per standard specifications or instruction from the Engineer.

M³

10

0

No No

5 3

0 0

9400: ROAD SIGNS 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 94.01 galvanized steel pipe with internal diameter of 75mm can be used for the sign post) (a) triangular type, 900mm equilateral (b) circular type, 600mm diameter. TOTAL FOR BILL 9, 9000 ANCILLARY WORKS

0.00

BOQ - Rehabilitation of Yambio-Nabiapai Road Bill of Quantity Dayworks Pay Item No.

Description

Unit

Dayworks 10.1.A 10.1.B 10.1.C 10.1.D 10.1.E 10.1.F 10.1.G 10.1.H 10.1.I 10.1.J 10.1.K 10.1.L 10.1.M 10.1.N 10.1.M 10.1.N

SCHEDULE OF DAYWORK RATES.10.1 LABOUR Headman (Forman/Engineer) Headman (Skilled labour) Labourer Driver (light duty) Driver (Heavy duty) Mason Carpenter Steel Fixer Welder Electrician Mechanic Watchman Surveyor Surveying Assistant Equipment Operator (Skilled) Equipment Operator (Semi-Skilled)

hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (1 TOTAL 10.1 DAYWORK LABOUR (Carried to Daywork Summ

10.2.A 10.2.B 10.2.C 10.2.D 10.2.E

SCHEDULE OF DAYWORK RATES.10.2 MATERIALS Cement,Ordinary Portland (or equivalent in bags) Coarse aggregate for concrete Mild Steel reinforcement bars Grade 60 (various sizes) Plywood 6mm

t m3 t

Sand

No. 3 m

10.2.F

Stone

m3

10.3.A

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (1 TOTAL 10.2 DAYWORK MATERIALS (Carried to Daywork Summ SCHEDULE OF DAYWORK RATES.10.3 CONSTRUCTION PLANT hr Crawler Loader 1.5m3

10.3.B

Dumper Truck 5m3

hr

10.3.C 10.3.D 10.3.E 10.3.F 10.3.G 10.3.H 10.3.I 10.3.J 10.3.K 10.3.L 10.3.M 10.3.N 10.3.O 10.3.P 10.3.Q 10.3.R 10.3.S 10.3.T 10.3.U

Dumper Truck 8m3 Site Dumper Crawler Dozer with ripper 120 kw Crawler Dozer with ripper 200 kw Motor Grader any capacity Water Tanker 5000 literes Wheeled Loader/Backhoe Concrete Mixer 10/17t Power Generator 40 KVA Welding Set (500 amp) Water Pump (50 to 100mm) Crane Mounted Truck (11/2 t) Manually Operated Compactor Concrete Vibrator (Pocker) 4-WD Pick-up Vibrating Roller Tractor Hydraulic Excavator (Tracked) 10-20 t Hydraulic Excavator (Tracked) 20-30 t

hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr

Allow Percentage of sub-total for Contractor's Overheads,Profit,etc (1 TOTAL 10.2 DAYWORK P TOTAL For Daywork (Provisional S

abiapai Road

Rate USD

Works Contract Amount Qty. USD

8 8

8 8 8 8 8 8 8 8 8 8 8 8 8 8 Sub-Total actor's Overheads,Profit,etc (15%). UR (Carried to Daywork Summary)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00% 0.00

1

0.00

8

0.00

1 5

0.00 0.00

15

0.00

15

0.00

Sub-Total

actor's Overheads,Profit,etc (15%). LS (Carried to Daywork Summary)

8

0.00 15.00% 0.00

0.00

8

0.00

8 4 4 4 8 8 8 4 8 4 8 4 4 4 4 4 4 4 4

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub-Total

actor's Overheads,Profit,etc (15%). TOTAL 10.2 DAYWORK Plants AL For Daywork (Provisional Sum)

0.00 15.00% 0.00 0.00

Rehabilitation of Yambio-Nabiapai Bill of Quantity Item No PS 1

Description Provisional Sum Items Insurances Provisional Sum Items - PS1

Unit

Qty

Provisional Sum

1

Unit Rate (USD)

Amount (USD) 18,000.00 18,000.00