3-vol 3-preambles-boq-rev b - march 18 amended package 2

The Hashemite Kingdom of Jordan Ministry of Public Works and Housing

PROTECTION WORKS FOR BRIDGES ALONG DEAD SEA – GHOR HADITHA ROAD – PACKAGE 2

Tender Documents

J17142 November 2018

dar.com

Volume 3 Bill of Quantities

dar.com

The Hashemite Kingdom of Jordan Ministry of Public Works and Housing

PROTECTION WORKS FOR BRIDGES ALONG DEAD SEA – GHOR HADITHA ROAD – PACKAGE 2

Tender DocumentsJ17142 November 2018

Volume 3 Bill of Quantities

The Hashemite Kingdom of Jordan

Ministry of Public Works and Housing

PROTECTION WORKS FOR BRIDGES ALONG

DEAD SEA – GHOR HADITHA ROAD

PACKAGE 2

TENDER DOCUMENTS

Volume 3 : Bill of Quantities

November 2018

PROTECTION WORKS FOR BRIDGES ALONG DEAD SEA – GHOR

HADITHA ROAD

PACKAGE 2

PREAMBLES AND

BILL OF QUANTITIES

TABLE OF CONTENTS

Bridge Protection Works Dead Sea Ghor Haditha Road Package 2

TABLE OF CONTENTS

PR PREAMBLES

PM Confirmed

TABLE OF CONTENTS PR/TC - Page 1 of 1 J17142-0100D-MOM-PM-01 REV B

Initial Date

Bridge Protection Works Dead Sea Ghor Haditha Road

Package 2

BILL OF QUANTITIES

01 GENERAL PROVISIONS AND PRELIMINARIES

GEOTECHNICAL WORKS

TRANSPORTATION WORKS

02 EARTHWORKS

03 SUB-BASEE & BASE COURSES

04 BITUMINOUS CONSTRUCTION

08 INCIDENTAL CONSTRUCTION

SUMMARY

STRUCTURAL WORKS

PROTECTION WORKS AT BRIDGE 1




AL MUJIB BRIDGE REPAIR


NEW BRIDGE 2

SUMMARY

GENERAL SUMMARY

PM Confirmed

TABLE OF CONTENTS BOQ/TC - Page 1 of 1 J17142-0100D-BOQ-PM-01 REV B

Initial Date

PREAMBLES


Package 2

PREAMBLES J17142-0100D-MOM-PM-01 REV B

PR - Page 1 of

6

PREAMBLES

GENERAL RULES

1. INTRODUCTION

1.01 The rules contained in this Method of Measurement apply equally to both proposed

and executed works.

1.02 The Bills of Quantities are to be read and construed in association with the

Drawings, the Specification and this Method of Measurement. Information which is

given on the Drawings and/or in the Specification, is identified by cross-references

included in the descriptions of work in the Bills of Quantities.

1.03 Where work cannot be fully described or where the quantity of work required

cannot be accurately determined, it is given as an item or as a Provisional Sum.

1.04 Unless the term metre, used in this Method of Measurement, is preceded by the

words square or cubic it is deemed to be linear.

2. QUANTITIES

2.01 Quantities set out in the Bills of Quantities are the estimated quantities and they shall

not be taken as the actual and correct quantities for ordering or purchasing of

materials.

2.02 Works shall be measured net as fixed in position in accordance with the rules

contained in this Method of Measurement or except where otherwise stated in a

measurement rule applicable to the work.

2.03 Dimensions used in calculating quantities are taken to the nearest 10 mm (i.e. 5 mm

and over is regarded as 10 mm and less than 5 mm is disregarded).

2.04 Quantities measured in tonnes are given to two places of decimals. Other quantities

are given to the nearest whole unit except that any quantity less than one unit is

given as one unit.


Package 2


PR - Page 2 of

6

2.05 Unless otherwise stated, where minimum deductions for voids are dealt with in this

Method of Measurement they refer only to openings which are within the

boundaries of measured areas. Openings which are at the boundaries of measured

areas are always deducted irrespective of size.

3. COMPOSITE ITEMS AND GENERAL ITEMS

3.01 One-off specific composite items (items which contain a number of elements) shall

be measured in the BOQ as an ‘Item’.

3.02 Where items are required to be measured where the use of other units of

measurement is not appropriate, these items shall be measured in the BOQ as an

‘Item’.

3.03 Where one-off specific composite items, and general items, are required to be

measured, the term ‘Item’ shall be placed in the Unit Column and the Quantity

Column shall remain blank; the number 1 shall not be placed in the Quantity

Column.

3.04 Where a number of identical composite items are required to be measured, these

shall either be enumerated or measured as an Item where the number of identical

items is referred to in the description.

4. DESCRIPTIONS

4.01 Headings to groups of items in the Bill of Quantities are to be read as part of the

descriptions of the items to which the headings apply.

4.02 Dimensions are stated in descriptions generally in the sequence length, width, height.

Where ambiguity could arise, the dimensions are identified.

4.03 Dimensions given in descriptions are in millimetres unless otherwise indicated.

4.04 Unless otherwise specifically stated in the Bill of Quantities or herein, the costs of

the following are deemed to be included in the rates for measured work:

labour and all costs in connection therewith,


Package 2


PR - Page 3 of

6

materials, products, goods and all costs in connection therewith,

Contractor’s equipment, including but not limited to construction plant,

scaffolding, tools, vehicles and the like, and all costs in connection therewith,

assembling, fitting and fixing materials, products and goods in position,

any method of fixing, fixing to any nature of base or background including

preparation and providing fixing materials,

breaking down for transport and installation and subsequent re-assembly of

composite items manufactured off site,

waste of materials,

square, raking and curved cutting,

work at any location or height,

work in small, isolated quantities,

protection of all work,

protection of all existing structures, utilities, site improvements, trees and

vegetation, features, pavements and other facilities on and adjacent to the

site, which are to remain upon completion of the work,

all other enabling tasks, associated and subsidiary components and items of

work, which are indicated or reasonably inferred from the Drawings and/or

Specification, and necessary to perform and complete the work described.

establishment and overhead charges and profit.

4.05 Except where items are included in the Bill of Quantities and are priced separately

by the Contractor therein, the costs of the following are deemed to be included in

the rates for measured work:

site administration and security,

insurances,

bonds and guarantees,

water for the works,

lighting and power for the works,


Package 2


PR - Page 4 of

6

temporary accommodation for the use of the Contractor and the Engineer,

temporary telephones for the use of the Contractor and the Engineer, and the

cost of calls,

temporary roads, hardstandings, crossings and the like,

temporary fencing, hoardings, screens, fans, foot- ways, guardrails, gantries

and the like,

giving notices and making applications, including the payment of fees and

charges in connection therewith,

safety, health and welfare of workpeople,

compliance with traffic regulations,

maintenance of public and private roads, services and adjoining property,

control of noise and pollution, prevention of fire and compliance with all

other statutory and general obligations,

removing rubbish, protective casings and coverings and cleaning the works

on completion,

drying the works,

testing and commissioning of service installations including providing fuel,

samples of materials and testing of materials, including providing equipment

for testing,

design, co-ordination, installation and as-built record drawings and the like,

preparation and submittal of reports, records, certificates, notices, proposals,

designs, details, calculations and other information and data required by the

Specification,

allow in unit rates for all other requirements services, provisions, liabilities

and obligations contained in the General Requirements and Conditions of

Contract.

Maintaining, adapting, clearing away and making good are deemed to be included

with the items for temporary works.


Package 2


PR - Page 5 of

6

5. SYMBOLS, ABBREVIATIONS AND DEFINITIONS

5.01 The following symbols and abbreviations are used in this Method of Measurement

and in the Bills of Quantities:

m = linear metre

m2 = square metre

m3 = cubic metre

cm = centimetre

mm = millimetre

Nr = number

kg = kilogramme

T = tonne

% = percentage.

dn = nominal diameter

Qty = quantity

Drg = drawing.

Mpa = Mega Pascal

5.02 The following definitions apply to all work:

'horizontal' means level or sloping work not exceeding 15 degrees from the

horizontal,

'sloping' means sloping work exceeding 15 degrees but not exceeding 80

degrees from the horizontal,

'vertical' means work exceeding 80 degrees from the horizontal,

'curved' means curved in any direction or in more than one direction and to

any radius or radii, and includes curved work to domes, vaults and the like.

5.03 The term 'extra over' means that the work so described involves extra cost over the

basic work in which it occurs. No deduction of the quantity of basic work is made

for the extra over work.


Package 2


PR - Page 6 of

6

SUBSURFACE INVESTIGATION

1.01 The Bill of Quantities is to be read and construed in conjunction with the

Drawing(s), the Specification, the Method of Measurement and these Preambles.

1.02 Headings to groups of items in the Bill of Quantities are to be read as part of the

descriptions of the items to which the headings apply.

1.03 The general and detailed requirements of the Specification are not repeated in the

descriptions of the items in the Bill of Quantities, except for the purposes of

identification.

1.04 The Works have been measured in accordance with the rules contained in the

Method of Measurement, as applicable to the work, and these Preambles.

1.05 The quantities stated in the Bill of Quantities are estimated quantities only and are

not intended to limit the amount of work to be performed under the Contract. The

quantities in the Bill of Quantities, however, shall not be exceeded without the

written consent of the Engineer. On completion, all work will be remeasured in

accordance with the rules contained in the Method of Measurement and these

Preambles, as the actual quantities executed.

1.06 Where work cannot be fully ascertained or accurately described, or where the

quantity of work required cannot be determined it is denoted as ‘PROVISIONAL’.

Such work is to be carried out only in accordance with the instructions of the

Engineer and may, if the Engineer so decides, be omitted entirely.

1.07 The rates and prices inserted by the Contractor in the Bill of Quantities, are to

include for the full cost of the work as described in, or reasonably inferred from the

Specification and other Contract Documents.

1.08 If the Contractor does not price any item in the Bill of Quantities, the cost thereof

shall be deemed to be included in the rates and prices inserted against other items in

the Bill.

BILL OF QUANTITIES

BILL Nr. 1 – GENERAL PROVISIONS AND

PRELIMINARIES


Package 2

GENERAL PROVISIONS AND PRELIMINARIES J17142-0100D-BOQ-PM-01 REV B BOQ/1 - Page 1 of

3

BILL Nr. 1

GENERAL PROVISIONS AND PRELIMINARIES

To Collection

Amount

J.D.

18,000.00

1,800.00

Item Description Qty Unit Rate

1.03 SCOPE AND CONTROL OF

WORKS

1.03(1) Surveying equipment

PS

Add for overhead charges and profit in

accordance with sub-clause 13.5(b) of

the Conditions of Contract 10%

1.03(2) Maintenance of the surveying

equipment 18 Month

1.06 EMPLOYER'S PERSONNEL

STAFF OFFICES AND FACILITIES

1.06(1)

Construction of site facilities including

roads, fencing, drainage, external

lighting and the like Item

1.06(2) Construction of Employer's Personnel

staff offices Item

1.06(3a) Provide 1 office boy for cleaning

catering and general assistance

12 Man-Month

1.06(3b)

Provide 1 office boy for cleaning

toilets including all expenses, wages

allowances, insurance … (etc)

12

Man-Month

1.06(3c) Provision of two (2) drivers including all

expenses, wages allowances,

insurances … (etc.) 24 Man-Month


Package 2


3

Item Description Qty Unit Rate

Amount

J.D.

1.06(4a) Computers, software, printer,

photocopier and accessories Item

1.06(4b)

Office Furniture (3 Offices,

1 Secretary's Offices, 1 Conference

room, Kitchen, 2 Toilets, Store)

Item

1.11 1.11 MANDATORY EMPLOYMENT

OF LOCAL PERSONNEL PER BYLAW

No. 131 FOR THE YEAR 2016

1.11(1) Fresh Graduate Engineers 48 Man.Month 500

1.11(2) Lab Technicians 72 Man.Month 800

1.11(3) Laborers 180 Man.Month 300

To Collection


Package 2


3

Amount J.D.

COLLECTION

BOQ/1 - Page 1

BOQ/1 - Page 2

BILL Nr. 1 - GENERAL PROVISIONS AND PRELIMINARIES

To General Summary J.D.

GEOTECHNICAL WORKS


Package 2

GEOTECHNICAL WORKS

J17142-0100D-BOQ-PM-01 REV B GE/BOQ - Page 1 of

3

GEOTECHNICAL WORKS

Item Description Qty Unit Rate Amount

J.D.

SUBSURFACE INVESTIGATION

2.13 Geotechnical site investigation

P.S

100,000

To Collection


Package 2

GEOTECHNICAL WORKS

J17142-0100D-BOQ-PM-01 REV B GE/BOQ - Page 2 of

3

Amount J.D.

COLLECTION

GE/BOQ - Page 1

GEOTECHNICAL WORKS



Package 2

EARTHWORKS J17142-0100D-BOQ-PM-01 REV B TR/BOQ/2 - Page 1 of

3

BILL Nr. 2

EARTHWORKS


J.D.

2.02.2 Construction

2.03 HIGHWAY EXCAVATION

2.03.1 Unclassified Highway Excavation 13245 m3

2.03.1 Unclassified Wadi Bed Excavation:

2.03.1.01 Bridge 2 18000 m3

2.03.1.02 Bridge 3 21000 m3

2.03.1.05 Bridge 8 45000 m3

2.06 EMBANKMENT CONSTRUCTION

2.06.1 Embankment Construction for Roads 24145 m3

2.06.1 Embankment Construction for Wadi Bed

2.06.01 Rockfill

2.06.01.01 Bridge 2 25000 m3

To Collection


Package 2


3

Unit Rate Amount

J.D.

m3

m3

m3

m3

m3

m3

To Collection

Item Description Qty

2.06.01.02 Bridge 3 4000

2.06.01.05 Bridge 8 12000

2.06.02 Engineered Fill

2.06.02.01 Bridge 2 10000

2.06.02.02 Bridge 3 2700

2.06.02.05 Bridge 8 5000

2.07 SUBGRADE CONSTRUCTION AND

TOPPING

2.07.1 Subgrade layer 20 cm (topping) 3995


Package 2


3

Amount

COLLECTION J.D.

TR/BOQ/2 - Page 1

TR/BOQ/2 - Page 2

BILL Nr. 2 - EARTHWORKS

To Summary J.D.


Package 2

TR/BOQ/3 - Page 1 of 1 J17142-0100D-BOQ-PM-01 REV B

BILL Nr. 3

SUB-BASE AND BASE COURSES


J.D.

3.02 GRANULAR SUB-BASE COURSE

3.02.1 Sub-base Course, CBR ≥ 40%,

compacted to 100% M.D.D 1525 m3

3.03 AGGREGATE BASE COURSE

3.03.1 Aggregate base course, CBR ≥ 80%,

compacted to 100% M.D.D 2030 m3

BILL Nr. 3 - SUB-BASE AND BASE COURSES

To Summary J.D.

SUB-BASE AND BASE COURSES


Package 2

TR/BOQ/4 - Page 1 of 1 J17142-0100D-BOQ-PM-01 REV B

BILL Nr. 4

BITUMINOUS CONSTRUCTION

Unit Rate Amount

J.D.

T

T

m

2

m

2

m2

m2

BILL Nr. 4 - BITUMINOUS CONSTRUCTION

To Summary J.D.

BITUMINOUS CONSTRUCTION


4.02

BITUMINOUS PRIME AND TACK

COATS

4.02.1 Bituminous prime coat 15

4.02.2 Bituminous tack coat 6

4.05 BITUMINOUS BINDER AND WEARING

COURSE

4.05.1

Bituminous binder course, 6 cm thick

10145

4.05.2

Bituminous binder course, 5 cm thick

10145

4.05.3 Bituminous wearing course, 5 cm thick 10145

4.05.4 Bituminous wearing course, 7.5 cm thick

(Bridges 2 & 5)

550


Package 2

INCIDENTAL CONSTRUCTION J17142-0100D-BOQ-PM-01 REV B TR/BOQ/8 - Page 1 of

3

BILL Nr. 8

INCIDENTAL CONSTRUCTION

Item Description Qty Unit Rate Amount J.D.

8.05 SLOPE PROTECTION AND

STABILIZATION

8.05.4.1 Loose Stone Riprap

8.05.4.1.1 Bridge 1 12000 m3

8.05.4.1.2 Bridge 2 2200 m3

8.05.4.1.3 Bridge 3 1100 m3

8.05.4.1.6 Bridge 6 4400 m3

8.05.4.1.7 Bridge 7 (Mujib) 4400 m3

8.05.4.1.8 Bridge 8 1800 m3

8.11 HIGHWAY SIGNING

8.11.1 Triangular Shape, circular Signs, and

Small Rectangular Signs (equal and not

exceeding 1 Sq.M area)

8 Nr

8.11.4 Single Post Sign Supports 8 Nr

To Collection


Package 2


3


J.D.

8.12 PAVEMENT MARKINGS FOR

TRAFFIC

8.12.1

Thermoplastic Reflectorized Paint

(TRP) as pavement Lines, white and

yellow (gaps not measured)

375 m

2

8.12.8 Catseye pavement studs (3 cluster type) 330 Nr

8.16 STEEL GUARDRAIL AND

CONCRETE SAFETY BARRIER

8.16.1 Steel GuardRail with reflectors at every

other post

1575 m

To Collection


Package 2


3

Amount

COLLECTION J.D.

TR/BOQ/8 - Page 1

TR/BOQ/8 - Page 2

BILL Nr. 8 - INCIDENTAL CONSTRUCTION

To Summary J.D.


SUMMARY Amount J.D.

02 EARTHWORKS

03 SUB-BASE AND BASE COURSES

04 BITUMINOUS CONSTRUCTION

08 INCIDENTAL CONSTRUCTION

TOTAL TRANSPORTATION WORKS


SUMMARY J17142-0100D-BOQ-PM-01 REV B TR/BOQ/S - Page 1 of 1

STRUCTURAL WORKS


CONCRETE, STEEL AND STRUCTURES J17142-0100D-BOQ-PM-01 REV B ST/BOQ/5 - Page 1 of 1

BILL Nr. 5

CONCRETE, STEEL AND STRUCTURES


J.D.

5.18

ADDITIONAL WORKS

Works that may need to be applied on

bridges during construction like

replacement of guardrails, treatment of

exposed steel, curbstones, parapets,

sidewalks, asphalt, as directed and advised

by the Engineer

P.S.

350,000


5.18 BRIDGE EXPANSION JOINTS

5.18.5 (2) Replace/ repair movement joints as directed

by the Engineer (movement range ± 25 mm) 68 m

BILL Nr. 5 - CONCRETE, STEEL AND STRUCTURES

To Summary J.D.



To Summary J.D.


BILL Nr. 5



J.D.


5.01 CONCRETE AND CONCRETE MIXES

AND TESTING

Concrete Class 110/25; ordinary

Portland Cement, plain

5.01.8 (1a) Blinding beds for foundations 600 m3

5.01.8 (1b) Cyclopean concrete below existing culvert 1300 m3

Concrete Class 270/20; Ordinary Portland

Cement, Reinforced (finish as shown on

drawings)

5.01.8 (1c)

5.01.8 (1d)

5.01.8 (1d)

Channels/Basins foundations 2920 m3

Channels/Basins walls 650 m3

Cementitious grout below existing culvert 20 m

3

5.03 STEEL REINFORCEMENT AND FIXING

5.03.4 (2) High tensile steel bar reinforcement 450 T

5.15 WATERPROOFING FOR STRUCTURES

Bituminous Paint (Two coats)

5.15.6 (1) To concrete surfaces below ground 2125 m2



To Summary J.D.


BILL Nr. 5



J.D.



AND TESTING

Concrete Class 110/25; Ordinary


5.01.8 (1a) Blinding beds for foundations 295 m3



drawings)

5.01.8 (1c) Channels/Basins foundations 1800 m3

5.01.8 (1d) Channels/Basins walls 455 m

3





5.15.6 (1) To concrete surfaces below ground 1430 m2


5.18.5 (2) Replace/ repair movements joints as directed



CONCRETE, STEEL AND STRUCTURES J17142-0100D-BOQ-PM-01 REV B ST/BOQ/5 - Page 9 of

3

Amount

COLLECTION J.D.

ST/BOQ/5 - Page 1

ST/BOQ/5 - Page 2


To Summary J.D.



BILL Nr. 5



J.D.






To Summary J.D.



BILL Nr. 5



J.D.


Note: Prices shall be full compensation for

furnishing all materials, scaffoldings,

formwok, labour, equipment, tools, supplies

and all other items necessary for proper

completion of the Work


AND TESTING

5.01.9 Repair of corroded Reinforcement in transfer

beams at expansion joints (Task B) P.S. 50,000


5.18.5 (2) Movement joints to be replaced (Task A)

(movement range ± 25mm) 54 m

5.19 BRIDGE BEARINGS

5.19.8 Repair damaged bearings and ties down

devices (Task C&D) P.S 50,000


To Summary J.D.



BILL Nr. 5


Unit Rate Amount

J.D.

m3

m3

m3

m3

m3

T

m2



To Summary J.D.




AND TESTING

Concrete Class 110/25; ordinary


5.01.8 (1a) Blinding beds for foundations, 620

5.01.8 (1b) Cyclopean concrete below existing bridge

foundation

935



drawings)

5.01.8 (1c) Channels/Basins foundations

2770

5.01.8 (1d) Channels/Basins walls 400

5.01.8 (1e) Cementitious grout below existing bridge

foundation

20


5.03.4 (2) High tensile steel bar reinforcement 255



5.15.6 (1) To concrete surfaces below ground 1940




Package 2


BILL Nr. 5



J.D.

NEW BRIDGE 2


AND TESTING



drawings)

5.01.8 (1a) Bridge deck slab (on precast beams)

88 m3

5.01.8 (1b) Precast slab panel 23 m3

5.01.8 (1c) Wing walls 9 m3

5.01.8 (1d) Diaphragms 9 m3

5.01.8 (1e) Apron slab 28 m3


Cement, Prestressed (finish as shown on

drawings)

5.01.8 (1f) Bridge deck (Precast beams) 161 m3


Cement, Reinforced ((finish as shown on

drawings)

5.01.8 (1g) Cross-heads (including backwalls) 53 m3

To Collection


Package 2


4




5.07 PRESTRESSED CONCRETE

CONSTRUCTION

Super low relaxation prestressing strands to

BS 5896

5.07.8 (2) 15.7 mm diameter 12 T


APP modified water proofing membrane

5.15.6 (1) to concrete surfaces below ground 242 m2

Waterproofing membrane (5mm thick)

5.15.6 (2) to bridge deck 440 m2


5.18.5 (2) Expansion joint (movement range ± 20 mm ) 25 m

5.19 BRIDGE BEARINGS

5.19.8 (2a) Elastomeric bearings size 250mm x 400mm x

41mm (Capacity 1250 kN) at abutments

16 Nr

5.20 BRIDGE PARAPETS AND RAILINGS

5.20.4 (1a) Concrete precast parapet 83 m

5.20.4 (2) Aluminium single rail parapet 83 m

To Collection


Package 2


4


5.22 DRAINAGE OF STRUCTURES

5.22.4 (1) Gully grate and frames 1 Nr

5.22.4 (5b) 200 mm UPVC pipe for

drainage of bridge deck 2 m

5.23 CONCRETE PILING

5.23.1 Concrete cast in place piles including, boring,

concrete, reinforcement and all other

accessories 800 mm diameter, of 2000 KN

Vertical capacity

152

m

5.23.3 Non destructive integrity testing of

800 mm diameter piles 8 Nr

To Collection


Package 2


4

Amount

COLLECTION J.D.

ST/BOQ/5 - Page 1

ST/BOQ/5 - Page 2

ST/BOQ/5 - Page 3


To Summary J.D.


Package 2

SUMMARY

Amount J.D.







NEW BRIDGE 2

TOTAL STRUCTURAL WORKS


SUMMARY

J17142-0100D-BOQ-PM-01 REV B ST/BOQ/S - Page 1 of 1

GENERAL SUMMARY


GENERAL SUMMARY

Amount J.D.

GENERAL PROVISIONS AND PRELIMINARIES

GEOTECHNICAL WORKS


STRUCTURAL WORKS

TOTAL

To Form of Tender J.D.

GENERAL SUMMARY

J17142-0100D-BOQ-PM-01 REV B BOQ/GS - Page 1 of 1

dar.com Volume 3 J17142 November 2018