electrical infrastructure

8/11/2019 electrical infrastructure

1/200


2/200

SULTANATE OF OMAN

MINISTRY OF TRANSPORT AND COMMUNICATIONSDirectorate General of Roads and Land Transport

Construction of Batinah Expressway Package 7

Part A: Link Roads 2, 4, 4A and Interchange No. 2 atBatinah Expressway

Part B: Design and Construction of Interchange Nos. 4, 4A

& 5 on Batinah Highway

TENDER DOCUMENT

VOLUME 3 of 4

BILL OF QUANTITIES


3/200

Construct ion of Batinah Expressway Package 7Part A: Link Roads 2, 4, 4A and Interchange No. 2 at Batinah ExpresswayPart B: Design and Construction of Interchange Nos. 4, 4A & 5 on Batinah

Highway

TENDER DOCUMENTS

INDEX

Volume 1 of 4: Prime DocumentPart 1 TechnicalPart 2 Financial (To be returned in the envelope with theTender)

Volume 2 of 4: Special Specification

Volume 3 of 4: Bill of Quantities (To be returned in the envelope with theTender)

Book 1 of 3Volume 4 of 4: Tender Drawings Part A

Book 2 of 3

Part B Book 3 of 3


4/200

BILL OF QUANTITIES

TABLE OF CONTENT

Preamble to Bill of Quantities 1 -1

Bill DESCRIPTION PAGESNo.1 Preliminaries 1/1 to 1/7

Part A: Link Roads 2, 4, 4A and Interchange No. 2 at Batinah Expressway

2 Earthworks 2/1 to 2/6

3 Granular Sub Base, Aggregate Base Course and 3/1

Stabilized Base Courses

4 Bituminous Pavement 4/1

5 Concrete and Concrete Structures 5/1 to 5/13

6 Incidental Construction 6/1 to 6/16

7 Road Lighting and Electrical Installation 7/1 to 7/10

9 Utilities 9/1 to 9/28

11 Day works 11/1 to 11/13

Grand Summary - 1 GS-1

Part B: Design and Construction of Interchange Nos. 4, 4A & 5 on Batinah Highway

2a Earthworks 2a/1 to 2a/6

3a Granular Sub Base, Aggregate Base Course and 3a/1

Stabilized Base Courses

4a Bituminous Pavement 4a/3

5a Concrete and Concrete Structures 5a/1 to 5a/13

6a Incidental Construction 6a/1 to 6a/18

7a Road Lighting and Electrical Installation 7a/1 to 7a/17

9a Utilities 9a/1 to 9a/23

10a Provisional Sum 10a/1


5/200

Construction of Batinah Expressway Package 7Preamble to The Bill of Quantities

Add the following to the 20.1.2 Quantities

f) Amendment shall not be made to these Bills of Quantities without the authority, inwriting, of the Tender Board during the tender stage.

g) The Contractor is to ensure that identical items occurring in separate bills are not pricedat different rates unless this is the Contractors deliberate intention.

h) The prices and rates entered by the Contractor against items in the Bills of Quantitiesshall apply throughout the duration of the Contract to the execution of these items inany location and, except where otherwise provided for, to any additional work ordered

by the Engineer and/or the Employer.

i) A price or rate is to be entered against each item in the Bills of Quantities and the Daywork Schedules and any item left unpriced will be deemed to be included for elsewherein the Bills of Quantities for the Day work Schedules and hence the rate for that item willbe taken as NIL.

j) According to the General Conditions of Contract the Engineer may, if in his opinion it is

necessary or desirable, order in writing that any additional or substituted work shall beexecuted on a day work basis. The Contractor shall be paid for such work at the ratesentered by him in this list. The rates entered herein shall include and be consideredcompensation for the costs incurred for organization of work, overheads, profits, taxes,royalties, fees, payment to third parties for land or the use of land, or for damage toproperty, incidentals, haulage, tools and all other costs necessary for the performanceof the work on a day work basis.

k) Rates quoted under Day Works Schedule would not be used for evaluating cost of any

item of works not listed in the BOQ. The price payable for any new item of work

instructed to be executed shall be reasonable and appropriate and shall be calculated

on the following lines as may be applicable:

(a) Price of comparable item in the Contract

(b) Price quoted for similar works on other contracts

(c) Price based upon Rate Analysis utilizing actual cost of materials, labour and

equipment plus the profit margin

(d) Based upon quotation from qualified sub-contractors in case the work is of such a

nature that a sub-contractor has to be engaged plus the tendered margin.

(e) Based upon rates approved for nominated sub-contractor plus the tendered margin

Rates quoted under Day Works Schedule is meant to be utilized for executing anactivity of incidental nature and which is not susceptible to measurement Amount


6/200

1/1 .

Construction of Batinah Expressway - Package 7

Page No.

BILL OF QUANTITIES

PRELIMINARIES (For Part A+ Part B) Bill No. 1

(in figures) (in words) R.O. Bzs.

1 PRELIMINARIES

CONDITIONS OF CONTRACT

The Contractor is deemed to have carefully studied

and understood and taken into account the provisions

and requirements of the General and Particular

Conditions of Contract. The rates and prices stated in

the Bill of Quantities shall include for all costs of

com liance with the Conditions exce t for the costs

Item No. Item Description UnitEstimated

Quantity

Unit Rate (Rial Omani) Amount

of the items given in this Section 1 and for which a

separate amount is stated herein.

1 General

1.3 Project Site

1.3.5(i)a Soil Investigation and report LS

1.3.5(i)b Confirmatory boreholes at location of Pier & Abutment nr. 12

foundation of bridge, for a minimum depth of 20m or

as directed by the Engineer

Carried to Summary


7/200

1/2 .


Page No.

BILL OF QUANTITIES


(in figures) (in words) R.O. Bzs.Item No. Item Description Unit

Estimated

Quantity


1 PRELIMINARIES (Continued)

1.4 Contractor's Site Facili ties

1.4.3(i) Mobilization and demobilization of Contractor's site LS

facilities

1.4.3(ii) Maintenance of Contractor's site facilities month 30

1.5 En ineer's Facilities

1.5.13(i)a Provision of Engineer's Office as per Special month 33

Specifications (1 unit x 33 months) type-1

(RE + QS + AA)

1.5.13(i)b Provision of Engineer's Office as per Special month 30


1.5.13(ii)a Maintenance of Engineer's Office as per Special month 33


1.5.13(ii)b Maintenance of Engineer's Office as per month 30

Special Specifications (1 unit x 30 months) type-2

Carried to Summary


8/200

1/3 .


Page No.

BILL OF QUANTITIES



Estimated

Quantity



1.5 Engineer's Facili ties (Continued)

1.5.13(iii)a Provision of Surveying equipments for the Engineer month 30

as per Specifications

1.5.13(iii)b Provision of One 3D Laser Scanner Surveying Device month 30

for Client including training

1.5.13(iv) Maintenance of Surveying equipments for the Engineer month 30

1.5.13(v)a Provision of Engineer's Accommodation as per month 33

Special Specifications (1 unit x 33 months) type-1 (RE)

1.5.13(v)b Provision of Engineer's Accommodation as per month 66

Special Specifications (2 unit x 33 months) type-2 (QS)

1.5.13(v)c Provision of Engineer's Accommodation as per month 120


(CE, ME & UE,)

1.5.13(v)d Provision of Engineer's Accommodation as per month 300


(SI, MI, LS & AA)Carried to Summary


9/200

1/4 .


Page No.

BILL OF QUANTITIES



Estimated

Quantity




1.5.13(v)e Provision of Engineer's Accommodation as per month 33


1.5.13(vi)a Maintenance of Engineer's Accommodation as per month 33


1.5.13(vi)b Maintenance of Engineer's Accommodation as per month 66


1.5.13(vi)c Maintenance of Engineer's Accommodation as per month 120


1.5.13(vi)d Maintenance of Engineer's Accommodation as per month 300


1.5.13(vi)e Maintenance of Engineer's Accommodation as per month 33


1.5.13(vii) Provision of Site Laboratory as detailed in the month 30

Specifications

Carried to Summary


10/200

1/5 .


Page No.

BILL OF QUANTITIES



Estimated

Quantity




1.5.13(viii) Maintenance of Site Laboratory month 30

1.7 Control of Traffic and Access

1.7.6(i)a Maintenance and Protection of Traffic month 30

1.10 Management Procedures

1.10.6(i) Provision of 5 sets of photographs (294X210mm) month 30

1.10.6(ii) Provision of two sets of Video recordings as month 30

specified

1.11 Submittals

1.11.8(i) Provision of As-built drawings, record drawings, record LS

specifications and miscellaneous records as specified

Carried to Summary


11/200

1/6 .


Page No.

BILL OF QUANTITIES



Estimated

Quantity



1.14 Contractor's Temporary Works and Services

1.14.8(i) Provision, erection, relocation, maintenance and nr. 2

removal of project signboards (Alluminium)

1.15 Commemorative Plaque and Opening

Ceremon

1.15.4(i) Supply and erection of commemorative plaque nr. 1

1.15.4(ii) Opening ceremony including all facilities LS

Carried to Summary


12/200

1/7 .


Page No.

BILL OF QUANTITIES



Estimated

Quantity


SUMMARY

Page 1/1

Page 1/2

Page 1/3

Page 1/4

Page 1/5

Page 1/6

Carried to General Summary


13/200

BILL OF QUANTITIES

Part A: Link Roads 2, 4, 4A and Interchange No. 2 at Batinah Expressway


14/200

2/1 .


Part A: Link Roads 2, 4, 4A and Interchange No. 2 at Batinah Expressway Page No.

BILL OF QUANTITIES

EARTHWORKS Bill No. 2


2 EARTHWORKS

2.1 Clearing and Grubbing

2.1.5(i) Clear site of all trees less than 300mm ,shrubs, sq.m. 1,050,000

vegetation including roots as necessary to

commence work

2.1.5(ii)a Removal and delivery of trees of 300mm trunk nr. 50

diameter or reater

Item No.Estimated

Quantity


Item Description Unit

2.1.5(ii)b Removal and disposal of trees of 300mm trunk nr. 50

diameter or greater

2.2 Removal of Structures and Obstructions

2.2.5(i) Removal of existing building, single-storey area nr. 1

500sq.m.

2.2.5(ii) Removal of reinforced concrete (for box culverts) cu.m. 200

2.2.5(iii) Removal of mass concrete (200mm thick) cu.m. 150

Carried to Summary


15/200

2/2 .



BILL OF QUANTITIES


(in figures) (in words) R.O. Bzs.Item No.

Estimated

Quantity



2 EARTHWORKS (Continued)


(Continued)

2.2.5(v) Removal of Concrete Curbs lin.m. 1,000

2.2.5(vi) Removal of interlocking tiles in sidewalks and median sq.m. 500

2.2.5(vii) Removal of pipe culvert (900mm diameter) lin.m. 50

2.2.5(viii) Removal and disposal of bituminous pavement cu.m. 18,500

200mm max. thickness in carriageways and paved

areas

2.2.5(x) Removal of steel safety barrier including posts and lin.m. 1,500

foundation

2.2.5(xi) Removal of concrete barrier lin.m. 200

Carried to Summary


16/200

2/3 .



BILL OF QUANTITIES



Estimated

Quantity





(Continued)

2.2.5(xii) Removal of sign boards (single post) nr. 20

2.2.5(xviii)a Removal of Mortared Riprap cu.m. 250

2.2.5(xviii)b Removal of Gabion Boxes cu.m. 200

2.2.5(xix) Removal and disposal of Existing Fence with gate lin.m. 50

(up to 2m high)

2.2.5(xx) Removal and disposal of Existing Masonry Wall cu.m. 50(Block Type, up to 2m high)

2.2.5(xxvi)a Removal and delivery for re-use by others of Street nr. 10

Light Pole, to the MRMWR stores or as directed

by Engineer

Carried to Summary


17/200

2/4 .



BILL OF QUANTITIES



Estimated

Quantity





(Continued)

2.2.5(xxvi)b Removal and delivery for re-use by others of Flag Pole, nr. 10

to the MRMWR stores or as directed by Engineer

2.3 Roadway Excavation

2.3.6(i) Unclassified excavation to Embankment & Dyke cu.m. 208,600

2.3.6(iii) Unclassified Excavation under water cu.m. 1,000

2.3.6(v) Leveling and Grading for Wadi Training Works cu.m. 329,800

Carried to Summary


18/200

2/5 .



BILL OF QUANTITIES



Estimated

Quantity




2.4 Borrow Materials

2.4.6(i)a Borrow excavation to embankment & Dykes cu.m. 3,254,000

2.6 Sub-grade Construction

2.6.6 i Sub rade re aration in cut s .m. 352,580

2.7 Excavation and Backfilling for st ructures

2.7.6(i) Unclassified structural excavation cu.m. 9,305

(depth 0m to 2.0m)

2.7.6(ii) Unclassified structural excavation cu.m. 6,240

(depth >2.0m to


19/200

2/6 .



BILL OF QUANTITIES



Estimated

Quantity



SUMMARY

Page 2/1

Page 2/2

Page 2/3

Page 2/4

Page 2/5

Carried to Grand Summary - 1


20/200

3/1 .



BILL OF QUANTITIES

GRANULAR SUB-BASE, AGREGATE BASE COURSE, AND STABILISED BASE COURSES Bill No. 3


3 GRANULAR SUB-BASE, AGREGATE BASE

COURSE AND STABILISED BASE COURSES

3.2 Granular Sub-Base Course

3.2.6(ii) Granular Sub-Base Course (Class B) cu.m. 546,400

3.3 Aggregate Base Course

3.3.6 i Crushed A re ate Base Course Class A cu.m. 268,800

Item No.Estimated

Quantity





21/200

4/1 .



BILL OF QUANTITIES

BITUMINOUS PAVEMENT Bill No. 4


4 BITUMINOUS PAVEMENT

4.2 Bituminous Materials for Prime Coat

and Tack Coats

4.2.8(i) Bituminous Prime Coat kg. 1,185,400

4.2.8(ii) Bituminous Tack Coat kg. 882,200

4.4 Bituminous Base Course

Item No.Estimated

Quantity



4.4.14(i) Bituminous Base Course cu.m. 120,500

4.5 Bituminous Binder and Wearing Courses

4.5.14(i) Bituminous Wearing Course cu.m. 59,650

4.9 Pavement Repairs and Reinstatement

4.9.10(i) Surface milling (up to 50mm thick) sq.m. 5,000

4.12 Surface Ride ability Measurement

4.12.10(i) International roughness index (IRI) for Asphalt lin.m. 235,000

pavement



22/200

5/1 .



BILL OF QUANTITIES

CONCRETE AND CONCRETE STRUCTURES Bill No. 5


5 CONCRETE AND CONCRETE STRUCTURES

5.1 Concrete Materials and Mixes

5.1.7(i)a Unreinforced Concrete Class 16/20 for Bridges, cu.m. 3,195

Retaining walls, Overpasses, Box Culverts and Drains

5.1.7(i)b Reinforced Concrete Class 30/20 MS7 for rectangular cu.m. 1,500

closed drains



Quantity

. . c oncre e ass . n e n orce oncre e cu.m. ,Box Culvert including headwalls, wing walls, apron slabs

and cut-off walls

5.1.7(i)d Post-tensioned Concrete, Class 50/20 MS7 in Cast cu.m. 1,890

in-situ Post-tensioned Box Girders including Integral

Abutment, Hanging Back wall etc.for 12.26m deck width

(For Interchange Bridge )

5.1.7(i)e Reinforced Concrete, Class 45/20 MS7 in Bridge cu.m. 851

abutment, abutment cap and its foundation, Wing wall

etc. (For Interchange Bridge )

5.1.7(i)f Concrete Class 45/20 MS7 in Pile Caps & Footings cu.m. 252

(For Interchange Bridge)

Carried to Collection Page - 1


23/200

5/2 .



BILL OF QUANTITIES





Quantity


(Continued)

5.1 Concrete Materials and Mixes (Continued)

5.1.7(i)g Concrete Class 45/20 MS7 in Pier Columns & cu.m. 120

Pier Caps (For Interchange Bridge)

5.1.7(i)h Concrete Class 40/20 MS7 in Approach Slabs including cu.m. 95

all items as indicated on drawings

(For Interchange Bridge)

5.1.7(i)i GRP Cladding to cover space between superstructure sq.m. 11

and Pier column (color to match with Pier)

5.2 Reinforcing Steel

5.2.6(ii)a High tensile steel bar reinforcement, Grade 500, Type 2, t. 798

of any diameter for Interchange bridges

5.2.6(ii)b High tensile steel bar reinforcement of any diameter for t. 3,980

Retaining wall, Box culverts, Underpass and Drains

5.2.6(iii) Fabric wire mesh reinforcement of any size t. 5



24/200

5/3 .



BILL OF QUANTITIES





Quantity


(Continued)

5.4 Prestressed Concrete Structures

5.4.6(i) Prestressing Cables - 0.6" Diameter Strands Grade 270 t. 95

5.10 Waterproof ing for Structures

5.10.6(i) Bitumen Water Proofing Paint for surfaces in contact sq.m. 35,500

w t eart n u verts an oncrete ra ns

5.10.6(ii) Waterproofing Membrane including Protection board sq.m. 914

for Bridge Abutments, Pier and Pier Footing, Hanging

Back Wall etc.

5.10.7.7(i) Waterproofing for Bridge Decks sq.m. 2,069

(isocyanite amine based)

5.12 Load Testing of Bridges

5.12.7(i)a Bridge Loading Test - Testing by Static Load nr. 2

5.12.7(i)b Bridge Loading Test - Testing by Moving Load nr. 2



25/200

5/4 .



BILL OF QUANTITIES





Quantity

6 STRUCTURAL STEEL AND OTHER METALWORK

6.6(i) Metal Access door for box girder bridges nr. 8



26/200

5/5 .



BILL OF QUANTITIES





Quantity

8 DRAINAGE

8.1 Pipe Culverts

8.1.6(ii) Reinforced Precast Concrete Pipe Culvert lin.m. 200

(diameter 1000mm)

8.2 Storm Sewers

8.2.6(i)a Storm Sewer, HDPE Pipe (diameter 300mm) lin.m. 50

8.2.6(i)b Storm Sewer, HDPE Pipe (diameter 400mm) lin.m. 200

8.2.6(i)c Storm Sewer, HDPE Pipe (diameter 500mm) lin.m. 50

8.2.6(i)d Storm Sewer, HDPE Pipe (diameter 600mm) lin.m. 6,000

8.2.6(i)e Storm Sewer, HDPE Pipe (diameter 900mm) lin.m. 50

8.2.6(i)f Storm Sewer, HDPE Pipe (diameter 1000mm) lin.m. 50



27/200

5/6 .



BILL OF QUANTITIES





Quantity

8 DRAINAGE (Continued)

8.2 Storm Sewers (Continued)

8.2.6(i)g Storm Sewer, RC Pipe (diameter 300mm) lin.m. 50

8.2.6(i)h Storm Sewer, RC Pipe (diameter 400mm) lin.m. 50

. . orm ewer, pe ame er mm n.m.

8.2.6(i)j Storm Sewer, RC Pipe (diameter 600mm) lin.m. 50

8.2.6(i)k Storm Sewer, RC Pipe (diameter 900mm) lin.m. 50

8.2.6(i)l Storm Sewer, RC Pipe (diameter 1000mm) lin.m. 450

8.3 Manholes Inlets and Chambers

8.3.6(ii)a Grated Inlet (600mm x 600mm) with DI grating and nr. 20

Locked frame



28/200

5/7 .



BILL OF QUANTITIES





Quantity

8 DRAINAGE (Continued)

8.3 Manholes Inlets and Chambers (Continued)

8.3.6(ii)b Grated Inlet (1000mm x 1000mm) with DI grating and nr. 198

Locked frame

8.3.6(ii)c DI grating (1000mm x 1000mm) and Locked frame at nr. 32

Culvert for Median Drainage as shown on Dwg.

(on the top of box culvert)

8.3.6(iii) Curb Inlet (600mm x 600mm) as shown on Dwg. nr. 84

8.4 Drainage of Structures

8.4.6(ii)a Drainage pipe, 100mm uPVC in structure lin.m. 350

8.4.6(ii)b Drainage pipe, 200mm uPVC in structure lin.m. 200

8.4.6(ii)c 150 mm Dia. uPVC perforated pipe wrapped in lin.m. 300

Geotextile

8.4.6(iii) Permeable backing including Geotextile Membrane cu.m. 11,500

8.4.6(iv) Granular backfill cu.m. 3,560



29/200

5/8 .



BILL OF QUANTITIES





Quantity

10 PILING

10.1 Piling General

10.1.6(i) Setting up at each 750mm diameter pile location nr. 90

10.1.6(ii)a Piling - Cast in place, 750mm diameter for Pier lin.m. 504

Foundation including reinforcement in piles (Boring piles)

. . ng - as n p ace, mm ame er or n egra n.m. ,

Abutment or Abutment Foundation including

reinforcement in piles (Boring piles)

10.2 Pile Testing

10.2.6(i) Static Load Testing of 750mm diameter expendable nr. 2

piles (including all materials)

10.2.6(ii) Static Load Testing of 750mm diameter working piles nr. 2

10.2.6(iii) Non-destructive Integrity Test as per the Specifications. nr. 90



30/200

5/9 .



BILL OF QUANTITIES





Quantity

11 BRIDGE ACCESSORIES

11.3 Bearings General

11.3.6(i)a Pot Bearing, (V= 16,000kN - 18,000kN & nr. 2

H =2,000kN - 4,000kN) , Fixed type including supply &

installation

11.3.6(i)b Pot Bearing, (V= 14,000kN - 16,000kN & nr. 2

H =2,000kN - 4,000kN), Guided type including supply &

ns a a on

11.3.6(i)c Pot Bearing, (V= 4,000kN - 6,500kN & nr. 4

H =500kN - 1,500kN), Guided type including supply &

installation

11.3.6(i)d Pot Bearing, (V= 2,000kN - 4,000kN), nr. 4

Free type including supply & installation

11.3.6(i)e Pot Bearing, (V= 4,000kN - 6,000kN ), nr. 4

Free type including supply & installation



31/200

5/10 .



BILL OF QUANTITIES





Quantity

11 BRIDGE ACCESSORIES (Continued)

11.4 Bridge Expansion Joint

11.4.6(vii) Provide Strip Seal Type Expansion Joint lin.m. 30

(Max. Opening = 60mm & Max. Closing = 30mm)

11.6 Bridge Parapets and Railings

11.6.6(i) Concrete Barrier for Bridge Parapet as shown on Dwg. lin.m. 410



32/200

5/11 .



BILL OF QUANTITIES





Quantity

COLLECTION PAGE - 1

Page 5/1

Page 5/2

Page 5/3

Page 5/4

Page 5/5

Page 5/6

Page 5/7

Page 5/8

Carried to Summary

C i f B i h E P k 7


33/200

5/12 .



BILL OF QUANTITIES





Quantity

COLLECTION PAGE - 2

Page 5/9

Page 5/10

Carried to Summary

C t ti f B ti h E P k 7


34/200

5/13 .



BILL OF QUANTITIES





Quantity

SUMMARY

COLLECTION PAGE 1 - 5/11





35/200

6/1 .



BILL OF QUANTITIES

INCIDENTAL CONSTRUCTION Bill No. 6


9 SLOPE PROTECTION AND STABILIZATION

9.1 Riprap

9.1.6(i) Loose Stone Riprap (Class B) of varying thickness cu.m. 2,000

for Dyke and slope protection as shown in the Dwg.

9.1.6(ii)a Mortared Stone Riprap (Class A, Varying Thickness) cu.m. 220,000

for Slope Protection and Floodways including Stubs

as per dwg.

Item No.Estimated

Quantity



9.1.6(ii)b Mortared Stone Riprap (Class A) for Culvert inlet cu.m. 11,000

& outlet

9.1.6(ii)c Mortared Stone Riprap (Class A) for Dyke as shown cu.m. 550

on dwg.

9.1.6(iv) Geotextile Fabric Filter sq.m. 2,250

9.2 Gabions

9.2.6(i) Gabion lining of varying thickness for wadi bed, slope cu.m. 42,000

protection, culvert inlet, outlet protection and

Floodways as per Dwg.




36/200

6/2 .



BILL OF QUANTITIES



Estimated

Quantity



9 SLOPE PROTECTION AND STABILIZATION

(Continued)

9.9 Ditch Lining

9.9.6(i)a Concrete Ditch Lining (100mm Thick) with wire mesh sq.m. 200

(10mm dia @200mm c/c both ways)

9.9.6(i)b Reinforced Concrete Chute 100mm thick with wire mesh lin.m. 200

(10mm dia @150mm c/c both ways) as per Dwg.

9.9.6(ii) Grouted Stone Ditch lining (200mm thick) sq.m. 10,620

9.12 Mechanically Stabilized Earth Retaining Walls

9.12.7(i) Mechanically Stabilized Earth Retaining Walls sq.m. 1,200

(MSERWs)

9.12.7(ii) Standard Coping for MSERWs lin.m. 80

9.12.7(iii) Concrete Barrier Parapet on MSERWs lin.m. 100




37/200

6/3 .



BILL OF QUANTITIES



Estimated

Quantity



12 SIDEWALKS, PAVED AREAS AND CURBS

12.1 Sidewalks, Paved areas and Curbs

12.1.7(ii)a Paving, concrete interlocking blocks 60mm thick sq.m. 35,200

for side walks and median

12.1.7(ii)b Paving, concrete interlocking blocks 80mm thick sq.m. 1,000

for Car parking

12.1.7(v)a Precast Non-Mountable Concrete Curb Type ''A'' lin.m. 18,500

12.1.7(v)b Precast Mountable curb Type ''B'' lin.m. 1,200

12.1.7(v)c Precast flush curb Type ''D'' lin.m. 1,500

12.1.7(v)d Precast concrete edge curb Type ''E'' lin.m. 15,500




38/200

6/4 .



BILL OF QUANTITIES



Estimated

Quantity



13 SAFETY BARRIERS AND FENCES

13.1 Roadside Barriers

13.1.7(i) W-Beam Guardrail (Strong post) including lin.m. 131,700

W150 x 13.5 Steel post, reflectors, accessories

and foundations

13.1.7(iii)a End anchorage for approach including post, reflectors, nr. 52

accessories and foundations

13.1.7(iii)b End anchorage for approach nr. 12

(Guard Rail-Concrete Barrier transition)

13.1.7(iii)c W-Beam Guardrail connection with Concrete barrier nr. 12

as indicated in the Drawing

13.1.7(iii)d W-Beam Guardrail Terminal section for Departure end nr. 52

including post, reflectors, accessories and foundations

13.1.7(vii)a Precast Concrete barrier, Single face as shown lin.m. 4,500

in the Dwg.

13.1.7(vii)b Heavy Duty Concrete barrier, Single face as shown lin.m. 180

in the Dwg.




39/200

6/5 .

p y g


BILL OF QUANTITIES



Estimated

Quantity

Unit Rate (Rial Omani) AmountItem Description Unit

13 SAFETY BARRIERS AND FENCES (Cont inued)

13.1 Roadside Barriers (Continued)

13.1.7(ix) Concrete barrier, transition section lin.m. 600

13.1.7(x) Impact attenuator, Quad Beam type, with expandable nr. 2

modules/cartridges, including new foundation, slab

with reflective studs and connection to the concrete

13.4 Delineators

13.4.6(i)a Floodway markers, painted white & red as shown on nr. 25

Dwg. Including anchor bolt

13.4.6(i)b Floodway water depth guage as shown on Dwg. nr. 8

Including anchor bolt




40/200

6/6 .Part A: Link Roads 2, 4, 4A and Interchange No. 2 at Batinah Expressway Page No.

BILL OF QUANTITIES



Estimated

Quantity


14 TRAFFIC SIGNS AND ROAD MARKINGS

14.1 Traffic Signs

14.1.7(i)a Highway sign, Triangular Side (750mm) nr. 15

14.1.7(i)b Highway sign, Triangular Side (900mm) nr. 33

. . c g way s gn, r angu ar e mm nr.

14.1.7(i)d Highway sign, Triangular Side (1500mm) nr. 2

14.1.7(ii)a Highway sign, Circular (Diameter 750mm) nr. 47

14.1.7(ii)b Highway sign, Circular (Diameter 900mm) nr. 10

14.1.7(ii)c Highway sign, Circular (Diameter 1200mm) nr. 2




41/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)

14.1 Traffic Signs (Continued)

14.1.7(iii)a Chevron Signs, rectangular [2100 mm x 600 mm] sq.m. 10

14.1.7(iii)b Chevron Signs, rectangular [2400 mm x 600 mm] sq.m. 10

14.1.7(iii)c Chevron Signs, rectangular [380 mm x 600 mm] sq.m. 50

14.1.7(iii)d Highway Signs, rectangular [750x1400] sq.m. 10

14.1.7(iii)e Highway Signs, rectangular [600x800] sq.m. 5

14.1.7(iii)f Supplementary plate, rectangular [1200 mm x 700 mm] sq.m. 5

14.1.7(iii)g Supplementary plate, rectangular [1500 mm x 700 mm] sq.m. 5


6/8



42/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)


14.1.7(iii)h Rectangular or Polygonal Sign Face (Area 1-2 sq m) sq.m. 20

14.1.7(iii)i Rectangular or Polygonal Sign Face (Area 2-4 sq m) sq.m. 40

14.1.7(iii)j Rectangular Sign Face (Area 4-6 sq m) sq.m. 50


6/9


P t A Li k R d 2 4 4A d I t h N 2 t B ti h E P N


43/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)


14.1.7(iv) Octagonal Road signs (Height 900mm) nr. 8

14.1.7(v)a Sign post support assembly G.I pipe 100mm Dia. nr. 121

Including foundation and painting of post

14.1.7(v)b Multi-post Sign Support Assembly, Type PI posts, nr. 22

complete including foundation, painting

(black and white) etc.

14.1.7(v)c Multi-post Sign Support Assembly, Type PII posts, nr. 4



14.1.7(v)d Multi-post Sign Support Assembly, Type PIII posts, nr. 8



14.1.7(v)e Multi-post Sign Support Assembly, Type PIV posts, nr. 4




6/10


Part A: Link Roads 2 4 4A and Interchange No 2 at Batinah Expressway Page No


44/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)

14.2 Road Markings

14.2.6(i)a Traffic Lines, Type L1/2(120) White sq.m. 5,500

(Mechanical application)

14.2.6(i)b Traffic Lines, Type L1/3(120) White sq.m. 300


14.2.6(i)c Traffic Lines, Type L2A(120) White sq.m. 900


14.2.6(i)d Traffic Lines, Type L2/1(120) White sq.m. 4,000


14.2.6(i)e Traffic Lines, Type L2/2(120) White sq.m. 600


14.2.6(i)f Traffic Lines, Type L4/1(150) Yellow sq.m. 100


14.2.6(i)g Traffic Lines, Type L4/2(120) Yellow sq.m. 28,500



6/11




45/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)

14.2 Road Markings (Continued)

14.2.6(i)h Traffic Lines, Type L5/1(150) White sq.m. 50


14.2.6(i)i Traffic Lines, Type L5/2(120) White sq.m. 900


14.2.6(i)j Traffic Lines, Type L7(400) White sq.m. 50


14.2.6(i)k Traffic Lines, Type L8(200) White sq.m. 300


14.2.6(iii)a Special Marking , Pedestrian Crossing sq.m. 1,200

14.2.6(iii)b Special Marking , Chevrons Marking S9 sq.m. 2,200

14.2.6(iii)c Special Marking , Lane Selection Arrow White (S3/1) sq.m. 120


6/12 .




46/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)

14.2 Road Markings (Continued)

14.2.6(iii)d Special Marking , Lane Selection Arrow White (S4/1) sq.m. 120

14.2.6(iii)e Special Marking , Lane Selection Arrow White (S5/1) sq.m. 120

14.2.6(iii)f Special Marking , Lane Selection Arrow White (S7/1) sq.m. 120

14.2.6(iii)g Special Marking , Lane Selection Arrow White (S8/1) sq.m. 120

14.2.6(iv) Curb painting sq.m. 11,010


6/13 .




47/200


BILL OF QUANTITIES



Estimated

Quantity



(Continued)

14.3 Road Studs

14.3.6(i)a Reflecting Road Studs (Double face, Red color) nr. 1,200

14.3.6(i)b Reflecting Road Studs (Single face, Red color) nr. 7,800

14.3.6(i)c Reflecting Road Studs (Single face, White color) nr. 3,800

14.3.6(iii) Provide removable bollards in the median opening nr. 30

and one fixed bollard at each ends as shown in

the Dwg. for R.O.P. including chain and lock


6/14 .




48/200

, , g p y g

BILL OF QUANTITIES



Estimated

Quantity


COLLECTION PAGE - 1

Page 6/1

Page 6/2

Page 6/3

Page 6/4

Page 6/5

Page 6/6

Page 6/7

Page 6/8

Carried to Summary

6/15 .




49/200

g p y g

BILL OF QUANTITIES



Estimated

Quantity


COLLECTION PAGE - 2

Page 6/9

Page 6/10

Page 6/11

Page 6/12

Page 6/13

Carried to Summary

6/16 .




50/200

BILL OF QUANTITIES



Estimated

Quantity


SUMMARY




7/1 .

Construct ion of Batinah Expressway - Package 7



51/200

BILL OF QUANTITIES

ROAD LIGHTING AND ELECTRICAL INSTALLATION Bill No. 7


15 ROAD LIGHTING AND ELECTRICAL

INSTALLATION

15.1 General

15.1.20(i) Power Supply connection to the feeder pillar nr. 53

15.1.20(ii) Spare Parts (5%) as per the approved list LS

Unit Rate (Rial Omani) AmountItem No. Item Description Unit

Estimated

Quantity

15.3 Package Sub-stations

15.3.6(i)a Supply and installation of Electrical Sub-station with nr. 1

1Nr RMU,1Nr 500 KVA Transformer and 800 A feeder

pillar, including building, cable terminations, testing,

commissioning and all civil works and other

accessories necessary to complete the system

functional

15.3.6(i)b Supply and installation of Electrical Sub-station with nr. 1

1Nr RMU, 1Nr OLU, 1Nr 500 KVA Transformer and

800 A feeder pillar, including building, cable

terminations, testing, commissioning and all civil works

and other accessories necessary to complete the

system functional

Carried to Summary

7/2 .




52/200

BILL OF QUANTITIES




Estimated

Quantity


INSTALLATION (Continued)

15.5 33kV and 11kV Pole Mounted TransformerSub-stations

15.5.6(ii)a Supply and installation of 11kV pole mounted nr. 12

transformer sub-station, 100KVA with 1 way LV panel

including H-pole transformer mounting structure,

earthin , connections and other accessories

necessary to complete the system functional

15.5.6(ii)b Supply and installation of 11kV pole mounted nr. 1



earthing, connections and other accessories


15.5.6(ii)c Supply and installation of 11kV pole mounted nr. 1



earthing, connections and other accessories


Carried to Summary

7/3 .



BILL OF QUANTITIES


53/200

BILL OF QUANTITIES




Estimated

Quantity



15.5 33kV and 11kV Pole Mounted TransformerSub-Stations (Continued)

15.5.6(ii)d Supply and installation of 11kV pole mounted nr. 1



earthin , connections and other accessories


15.6 Feeder Pillars

15.6.6(i)a Supply and install Mini Feeder Pillars, 400 A, 4way nr. 2

15.6.6(i)b Supply and install Street Lighting Feeder Pillars, 100 A nr. 51

Carried to Summary

7/4 .



BILL OF QUANTITIES


54/200

BILL OF QUANTITIES




Estimated

Quantity



15.7 Electrical Cables

Supply 4-Core cabling, copper conductor,

XLPE insulated, Steel Wire armoured,

PVC sheathed, 600/1000V rating, as fo llows:

15.7.6 i a Nominal Conductor Area 25mm2 lin.m. 84,000

15.7.6(i)b Nominal Conductor Area 95mm2 lin.m. 4,500

15.7.6(i)c Nominal Conductor Area 120mm2 lin.m. 2,500

15.7.6(i)d Nominal Conductor Area 240mm2 lin.m. 1,000

15.7.6(ii)a Termination on 25mm2 cabling nr. 115

Carried to Summary

7/5 .



BILL OF QUANTITIES


55/200

BILL OF QUANTITIES




Estimated

Quantity



15.7 Electrical Cables (Continued)

15.7.6(ii)b Termination on 95mm2 cabling nr. 30

15.7.6(ii)c Termination on 120mm2 cabling nr. 150

15.7.6(ii)d Termination on 240mm2 cabling nr. 10

15.8 Road Light ing Masts, Columns and Luminaries

15.8.6(i) Supply, install and commission Galvanized steel nr. 20

lighting column polygon (Mid hinged Type) 25m high

mast with 4 x 600 Watt HPSV luminaries fixed on

bracket complete with fused cut out, control gear,

wiring, connection etc

Carried to Summary

7/6 .



BILL OF QUANTITIES


56/200

BILL OF QUANTITIES




Estimated

Quantity



15.8 Road Light ing Masts, Columns and Luminaries(Continued)

15.8.6(ii)a Supply, install and commission Galvanized steel nr. 1,354


pole/column with 1 x 400 Watt HPSV luminaries

fixed on bracket com lete with fused cut out,

control gear, wiring, connection etc

15.8.6(ii)b Supply, install and commission Galvanized steel nr. 676


pole/column with 2 x 400 Watt HPSV luminaries on

bracket complete with fused cut out, control gear,

wiring, connection etc

15.8.6(iii) Column / high mast testing LS

Carried to Summary

7/7 .



BILL OF QUANTITIES


57/200

BILL OF QUANTITIES




Estimated

Quantity



15.10 Under Bridge Light ing

15.10.6(i) Under bridge surface mounted lighting including nr. 32

Conduits, Cables, 150W High Pressure Sodium

Lanterns, Junction Boxes, including Supply,

Installation, Testing and Putting into service complete

15.15 Earth ing

15.15.7(i) Supply and install Twin rod earthing installation at nr. 53

street lighting feeder pillars

15.15.7(ii) Supply and install Single rod earthing installation nr. 150

at the end of street lighting circuits

15.17 Civil Works for Electri cal Installations

15.17.6(vi)a Supply and install Pre-cast concrete foundation for nr. 2

mini feeder pillars as per Dwg. including Bolts and

any other accessories required for installation.

Carried to Summary

7/8 .



BILL OF QUANTITIES


58/200




Estimated

Quantity



15.17 Civil Works for Electri cal Installations(Continued)

15.17.6(vi)b Supply and install Pre-cast concrete foundation for nr. 51

street lighting feeder pillars as per Dwg. including

Bolts and any other accessories required for

installation.

15.17.6(vii)a Trench for low voltage cable for one cable lin.m. 84,000

15.17.6(vii)b Trench for low voltage cable for two cable lin.m. 4,500

15.17.6(vii)c Trench for low voltage cable for three cable lin.m. 3,500

15.17.6(ix) Supply and install Precast Concrete Foundation for nr. 2,030

columns 14m high pole/column as per Dwg. including

Base plate, Bolts, Hexagonal nuts, washers,

uPVC ducts and any other accessories required

for installation

Carried to Summary

7/9 .



BILL OF QUANTITIES


59/200




Estimated

Quantity



15.17 Civil Works for Electrical Installations(Continued)

15.17.6(x) Supply and install Precast Concrete Foundation for nr. 20

25m high mast as per Dwg. including Base plate,

Bolts, Hexagonal nuts, washers, uPVC ducts and

an other accessories re uired for installation

Road Crossing Ducts

15.17.6(xii)a 2Way 100 mm Upvc duct for street lighting with lin.m. 2,250

concrete encasement

15.17.6(xii)b 2Way 150 mm Upvc duct for 11kv cables for street lin.m. 1,600

lighting with concrete encasement

15.17.6(xii)c 4Way 100 mm Upvc duct for street lighting with lin.m. 1,600

concrete encasement

15.17.6(xii)d 6Way 150 mm Upvc duct for street lighting with lin.m. 500

concrete encasement

Carried to Summary

7/10 .



BILL OF QUANTITIES


60/200




Estimated

Quantity

SUMMARY

Page 7/1

Page 7/2

Page 7/3

Page 7/4

Page 7/5

Page 7/6

Page 7/7

Page 7/8

Page 7/9


9/1 .



BILL OF QUANTITIES

UTILITIES Bill N 9


61/200

UTILITIES Bill No. 9


18 UTILITIES

18.1 Locating and Protecting Existing Utilit ies

Water Utility

18.1.6(i)a Concrete protection slab for existing water lines/ducts lin.m. 100

300 mm dia (Class 25/20)

Gas Line Utility

''

Unit Rate (Rial Omani) AmountItem No. Item Description Unit EstimatedQuantity

. . . .

excavation, backfilling, concreting (Class 35/20),reinforcement etc as per drawings but excluding any

roadway related items over the culvert, as per OGC

specification and requirements

18.1.6(i)c Utility culvert for protection of 16'' Gas line including lin.m. 145

excavation, backfilling, concreting (Class 35/20),

reinforcement etc as per drawings but excluding any

roadway related items over the culvert, as per OGCspecification and requirements


9/2 .



BILL OF QUANTITIES

UTILITIES Bill No 9


62/200


(in figures) (in words) R.O. Bzs.Unit Rate (Rial Omani) AmountItem No. Item Description Unit Estimated

Quantity

18 UTILITIES (Continued)

18.1 Locating and Protecting Exist ing Utili ties (Continued)

Oil Line Utility

18.1.6(i)d Utility culvert for protection for 24'' oil line including lin.m. 75

excavation, backfilling, concreting (Class 35/20),

reinforcement etc as per drawings but excluding

embankment for roadway over the culvert as per

ORPC (Oman Refineries & Petroleum Chemicals)

Electrical Utility

18.1.6(i)e Supply and Install proposed 2way 200mm dia Upvc lin.m. 110

and 2way 50mm Split duct to protect the existing

underground 33kv electrical cables complete with

concrete protection (class 25/20) including excavation,

backfilling, compaction, end caps, draw ropes and

duct markers etc. at locations shown in the drawingsor as directed by the Engineer


9/3 .



BILL OF QUANTITIES

UTILITIES Bill No 9


63/200



Quantity



18.1.6(i)f Supply and Install proposed 2way 150mm and 2way lin.m. 50

50mm dia uPVC Split duct to protect the existing

underground 11kv electrical cables complete with

concrete protection (class 25/20) including excavation,


duct markers etc. at locations shown in the drawings

or as directed by the Engineer

Telephone Utili ty

18.1.6(i)g Supply and install 4way 100mm dia Upvc Split duct lin.m. 60

to protect existing Omantel / Nawras / MOD cables

complete with concrete protection (class 25/20)

including excavation, backfilling, duct marker and

compaction etc. at locations shown in the drawings

or as directed by the Engineer as per Omantel /

Nawras / MOD Standards and Specifications


9/4 .



BILL OF QUANTITIES

UTILITIES Bill No 9


64/200



Quantity



18.1.6(i)h Supply and install 2way 100mm dia and 2way 100mm lin.m. 50

dia Upvc Split duct to protect existing Omantel /

Nawras / MOD cables complete with concrete protection

(class 25/20) including excavation, backfilling, duct

marker and compaction etc. at locations shown in the

drawings or as directed by the Engineer as per Omantel/

Nawras / MOD Standards and Specifications

18.2 Removing and Disposing or RelocatingExisting Utilities

Electrical Utility

18.2.6(i)a Carefully disconnect and remove existing LV overhead lin.m. 1,040

electrical Cable any size including poles stay

insulators and any other accessories existing wires,

and dispose of same to the locations as directedby the Engineer

18.2.6(i)b Carefully disconnect and remove existing LV lin.m. 1,300

underground electrical cables and any other

accessories existing and dispose of same to the

locations as directed by the Engineer


9/5 .



BILL OF QUANTITIES



65/200



Quantity


18.2 Removing and Disposing or Relocating

Existing Utilities (Continued)

18.2.6(i)c Carefully disconnect and remove existing 11KV lin.m. 11,100

overhead electrical conductors including poles stay

wires, insulators and any other accessories existing

and dispose of same to the locations as directed

by the Engineer

. . . .

underground electrical cables and any otheraccessories existing and dispose of same to the


18.2.6(i)e Carefully disconnect and remove existing 33KV lin.m. 1,520

overhead electrical conductors including poles stay

wires, insulators and any other accessories existing

and dispose of same to the locations as directed

by the Engineer

18.2.6(i)f Carefully disconnect and remove existing 33KV lin.m. 220

underground electrical cables and any other




9/6 .



BILL OF QUANTITIES



66/200


Quantity




18.2.6(i)g Carefully disconnect and remove existing 132KV lin.m. 800

overhead electrical conductors, Double Circuit

(6 conductor together) including insulatorsand other


locations as directed by the Engineer (Quantity

measured as Route length).

18.2.6(i)h Carefully disconnect and remove existing 132KV nr. 3electricity pylons including foundation, excavation,

backfilling and any other accessories existing and

dispose of same (except foundation) to the locations


18.2.6(i)i Carefully disconnect and remove existing 220KV lin.m. 1,500

overhead electrical conductors, Double Circuit

(6 conductor together) including insulatorsand otheraccessories existing and dispose of same to the

locations asdirected by the Engineer (Quantity

measured as Route length).


9/7 .



BILL OF QUANTITIES



67/200


Quantity




18.2.6(i)j Carefully disconnect and remove existing 220KV nr. 2electricity pylons including foundation, excavation,

backfilling and any other accessories existing and

dispose of same (except foundation) to the locations


18.2.6(i)k Locate excavate down to and remove the existing lin.m. 300

110mm diameter AC/DI pipe including but not limited

to valve chambers, Fire hydrants and all other

accessories complete and dispose of same to the

locations as directed by the Engineer including

excavation, backfill, disposal, disconnection ,etc

18.2.6(i)l Locate excavate down to and remove the existing lin.m. 300800mm diameter CS pipe including but not limited

to valve chambers, Fire hydrants and all other

accessories complete and dispose of same to the

locations as directed by the Engineer including

excavation, backfill, disposal, disconnection ,etc


9/8 .



BILL OF QUANTITIES



68/200


Quantity




Telephone Utili ty

18.2.6(i)m Locate, excavate down, disconnect and remove lin.m. 600

existing telephone cables and ducts, chambers and

dispose of same (except chambers) to the locations

as directed by the Engineer including excavation,

, .

For Electrical: All LV, 11KV/33KV Electrical

Relocation work inc luding materials shall be as

per MEDC/Mazoon/Majan Electricity Distribution

Company Standards and Specifications.

18.2.6(ii)a Carefully disconnect and Relocate existing 11KV nr. 2

substation with 500KVA TX+ 1 No. and 800 A Feeder

pillar locations as directed by the Engineer includingfoundation, jointing, excavation & connecting to the

existing supply, testing, commissioning, all civil works

and other accessories necessary to complete the

system functional


9/9 .



BILL OF QUANTITIES



69/200


Quantity




18.2.6(ii)b Carefully disconnect and Relocate existing 11KV nr. 1substation with 500KVA TX+ 1 No. RMU+1 No. OLU

and 1000 A Feeder pillar locations as directed by

the Engineer including foundation, jointing, excavation

& connecting to the existing supply, testing,

commissioning, all civil works and other accessories

18.2.6(ii)c Remove and Relocate Underground MRM&WR Borewell nr. 2

with existing equipment complete with new structure,

pipe work, all electro mechanical work and necessary

work to complete system to make functional

18.2.6(ii)d Remove and Relocate Rain Water Monitoring Station nr. 1

(MRM&WR) existing equipment complete with new

structure, pipe work, all electro mechanical work andnecessary work to complete system to make functional


9/10 .



BILL OF QUANTITIES



70/200


Quantity




Provide and install new utilities

18.2.6(iii)a Supply and installation of overhead LV electrical lin.m. 1,650

Cable including poles, stay wires, insulators,

jumpers, stringing, jointing, excavation & backfilling

of poles, connecting to the existing supply, testing,

, ,

necessary labor, operation, materials, accessories,earthing.

18.2.6(iii)b Supply and installation of underground proposed LV lin.m. 1,095

cable (4C x 240 Sq.mm) complete including excavation,

backfilling, cable covering tiles, warning tapes, joints,

connecting to the existing supply, testing,

commissioning, carting spoil to tips as directed, all

necessary labor, operation, materials and any otheraccessories including earthing, etc


9/11 .



BILL OF QUANTITIES



71/200


Quantity




18.2.6(iii)c Supply and installation of overhead 11 KV electrical lin.m. 5,500conductors (3 conductors together) for Street Lighting

complete including poles, stay wires, insulators, AB

switches, lightning arrestors, jumpers, stringing,

jointing, excavation & backfilling of poles, connecting

to the existing supply, testing, commissioning,

, ,

operation, materials, accessories, earthing and anyspecial protection to the poles (Wadi Area).

(Quantity measured as Route length).

18.2.6(iii)d Supply and installation of underground proposed lin.m. 1,000

11KV Electrical cable for Street Lighting complete

including excavation, backfilling, cable covering tiles,

warning tapes, route markers, joints, connecting to

the existing supply, testing, commissioning, cartingspoil to tips as directed, all necessary labor,

operation, materials and any other accessories

including earthing, etc.


9/12 .



BILL OF QUANTITIES



72/200


Quantity




18.2.6(iii)e Supply and installation of overhead 11 KV electrical lin.m. 7,350conductors (3 conductors together) complete

including poles, stay wires, insulators, AB

switches, lightning arrestors, jumpers, stringing,

jointing, excavation & backfilling of poles, connecting

to the existing supply, testing, commissioning,

, ,

operation, materials, accessories, earthing and anyspecial protection to the poles (Wadi Area).


18.2.6(iii)f Supply and installation of underground proposed lin.m. 5,220

11KV Electrical cable complete including

excavation, backfilling, cable covering tiles,

warning tapes, route markers, joints, connecting to

the existing supply, testing, commissioning, cartingspoil to tips as directed, all necessary labor,

operation, materials and any other accessories

including earthing, etc.


9/13 .



BILL OF QUANTITIES



73/200


Quantity




18.2.6(iii)g Supply and installation of underground proposed lin.m. 2,00033KV Electrical cable complete including excavation,

backfilling, cable covering tiles, warning tapes, joints,

connecting to the existing supply, testing,

commissioning, carting spoil to tips as directed, all

necessary labor, operation, materials and any other

, .

18.2.6(iii)h Supply and installation of proposed overhead 132KV lin.m. 900

Electrical AAAC Twin YEW Conductors, Double

Circuit (6 conductor together) including insulators,

warning lights, ground wire, connecting to the existing

supply, testing, commissioning, carting spoil to tips

as directed, all necessary labor, operation, materials

and any other accessories including earthing, etc.

complete as per OETC Standards & Specifications(Quantity measured as Route length).

18.2.6(iii)i Design, Supply, Install, Testing and Commissioning nr. 2

132KV electricity pylons (Tension Type) including

concrete foundations, all other accessories, fittings,

design calculations and shop drawings etc. complete

as per OETC Standards & Specifications


9/14 .



BILL OF QUANTITIES



74/200


Quantity




18.2.6(iii)j Design, Supply, Install, Testing and Commissioning nr. 2132KV electricity pylons (Suspension Type) including




. . . . ,

Electrical AAAC Twin YEW Conductors, Double

Circuit (6 conductor together) including insulators,

warning lights, ground wire, connecting to the existing


as directed, all necessary labor, operation, materials


complete as per OETC Standards & Specifications



9/15 .



BILL OF QUANTITIES



75/200


Quantity




18.2.6(iii)l Supply and installation of underground proposed lin.m. 300220KV Electrical cables (Double Circuit, 12nr. Single

core cable) complete including

excavation, backfilling, cable covering tiles,

warning tapes, joints, connecting to the existing


, , ,


18.2.6(iii)m Design, Supply, Install, Testing and Commissioning nr. 1

220KV electricity pylons (Tension Type) including




18.2.6(iii)n Design, Supply, Install, Testing and Commissioning nr. 1

220KV electricity pylons (Suspension Type) including





9/16 .



BILL OF QUANTITIES



76/200


Quantity




Supply & Installation of New Water Lines: TheNew Pipe lines installed to replace affected pipe

lines should have all the fittings, accessories,

Valves (Gate valves, Drain valves, Air Valves, etc),

Fire Hydrants, any other specials and related

Chambers complete necessary to reinstate the

on the Drawings

18.2.6(iii)o Supply and install 110mm HDPE Water pipes (PN16) lin.m. 500

complete with all the specials, fittings, and chambers

including but not limited to tees, bends, shut off valves,

air valves, washout valves, Fire hydrants, thrust blocks

etc and also excavation, backfilling, warning tape,

bedding and surrounding, jointing to existing water pipe

and jointing material, Flushing, Disinfecting, pressuretesting and any other items necessary to complete

the work


9/17 .



BILL OF QUANTITIES



77/200

(in figures) (in words) R.O. Bzs.Unit Rate (Rial Omani) AmountItem No. Item Description Unit EstimatedQuantity




18.2.6(iii)p Supply and install 800mm CS Water pipes lin.m. 300complete with all the specials, fittings, and chambers

including but not limited to tees, bends, shut off valves,

air valves, washout valves, Fire hydrants, thrust blocks

etc and also excavation, backfilling, warning tape,

bedding and surrounding, jointing to existing water pipe

, , ,

testing and any other items necessary to complete

the work

18.2.6(iii)q Supply and install 4Way uPVC duct for telephone lin.m. 50

cables, including but not limited to excavation,

backfilling, warning tape, bedding and surrounding,

jointing and jointing material, manholes, handholes,

junction boxes and any other items necessary to

complete the work

18.2.6(iii)r Supply and install 2Way uPVC duct for telephone lin.m. 420

cables, including but not limited to excavation,




complete the work


9/18 .



BILL OF QUANTITIES



78/200





18.2.6(iii)s Supply and install 1Way uPVC duct for telephone lin.m. 50cables, including but not limited to excavation,




complete the work

18.2.6(iii)t Supply, install and laying EEF 100x0.65 telephone lin.m. 210

cable including jointing, jointing material and any

other items necessary to complete and commission

the work

18.2.6(iii)u Supply, install and laying EEF 200x0.65 telephone lin.m. 210

cable including jointing, jointing material and any

other items necessary to complete and commission

the work


9/19 .



BILL OF QUANTITIES



79/200



18.3 Service / Future Utilit y Road Crossing Ducts

18.3.6(i)a Supply and Install proposed 9way 200mm and 2way lin.m. 150

100mm dia uPVC duct for 132kv electrical cables withconcrete protection (class 25/20), laid and jointed in

trenches beneath carriageway including excavation,


duct markers etc. complete at locations shown in

the drawings or as directed by the Engineer

18.3.6(i)b Supply and Install proposed 9way 200mm and 2way lin.m. 150

100mm dia uPVC duct for 220kv electrical cables with

concrete protection (class 25/20), laid and jointed in

trenches beneath carriageway including excavation,


duct markers etc. complete at locations shown in

the drawings or as directed by the Engineer

18.3.6(i)c Supply and Install proposed 2way 100mm dia lin.m. 200uPVC duct for electrical cables with concrete

surround (class 25/20), laid and jointed in trenches

beneath carriageway including excavation, backfilling,

compaction, end caps, draw ropes and duct markers

etc. complete at locations shown in the drawi

electrical infrastructure

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