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United Nation Development ProgrammeProgramme of Assistance to the Palestinian People

Rehabilitation of Road No.25

PAL 10-00071488

Bill of Quantity (BOQ)

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Contractors signature and stamp Page 2

PREAMBLE TO BILL OF QUANTITY (BOQ)

1. GENERAL

The nature of this contract is re-measured unit price contract and the Bill of Quantity

(BOQ) shall reflect this fact.

BOQ shall be read and construed in conjunction with other Contract Documents.

General directions and description of work and material given in the Technical

Specification are not necessarily repeated in the Bill of Quantity. The Technical

Specification forms an integral part of the Bill of Quantity.

The Tenderer is obliged to check the number of the pages of the Bill of Quantity and

should any be found missing or duplicated or the figures of writing indistinct, the Tenderer

must notify the Employer/Engineer at once and have the matter rectified before the Tender

is submitted. No liability whatsoever will be accepted in respect of any claim for errors inthe Tenderers offer resulting from failure to comply with the fore-going.

The Tenderer is deemed to have visited the site/s and fully acquainted himself as to the

location of each of the items and works to be carried out and to all conditions which may

affect the performance of the works, including but not limited to:

Access for the storing dump site and UNDP crushing site as well as access torequired services

Restrictions applicable to working in GAZA Strip area. All safety regulations and employer site safety procedures. All Palestinian regulations.

The Tenderer is also deemed to have surveyed the actual condition of the site and buildings

and made his own assessment of the type and extent of the works prior to submitting his

offer.

2. QUANTITIESAlthough practical care was exercised in preparing the BOQ, all quantities given herein

shall be deemed to be estimated quantities of the work to be done. They are not to be takenas actual and correct quantities of the work to be executed and they do not absolve the

contractor of his obligations under the Contract. At any time, the actual quantities increase

or decrease, hence, it is understood that the actual quantities increase or decrease is

expected risk and no claim whatsoever will be taken into consideration for extra cost in

that respect by employer. Any claim whatsoever submitted for cost or extra expenses

incurred from such increase or decrease will not be accepted by Employer/Engineer except

where else stipulated in the Contract.

3. MATERIALSAll materials used are to be of the best new available, subject to the Employer/Engineer

approval, durable nature, guaranteed, not liable to any base exchange and manufactured

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according to applicable BS, ASTM or DIN Standards. Execution also is subject to

approval of Employer/Engineer and shall be in conformance of the best available common

practice in engineering codes at the time of execution.

Items that contain materials or products of special make with names of manufacturers are

to be taken as samples of what will be required. Subject to the Employer/Engineerapproval, the Contractor may, at his discretion, offer similar products of other make if the

equivalent quality of the specified materials is obtained. In this case, the Contractor shall

submit a description and/or drawings showing all technical conditions, characteristics,

make, type and address of Manufacturer, etc., of the materials offered as alternatives.

4. PRICES AND CURRENCYThe prices given, by the Contract, hereunder in the BOQ shall be in United States Dollars

orILS. Furthermore inflation and escalation or changes whatsoever shall not be subject of

claim later on.

The Unit Prices entered against the various items in the following Bill of Quantities

include all operation costs for execution, completion and maintenance of the various items

of the works finished completely in every respect till the final acceptance as specified or

described in the Tender Documents, with or without modifications, either by way of

additions or deductions, or alterations as may be offered in writing during the progress of

the works, and include, without being limited to, all what is deemed necessary particularly

referred to in the Tender Documents.

The Unit Price shall cover all costs of every kind whatsoever including, without being

limited to, all charges for additional site installations, relocation, supervision, labor,

transportation and supply of materials; the provision, maintenance, use and efficient repair

of all plant, equipment and appliance of every kind, the construction and maintenance of

all temporary works, the performance of all services and the fulfillment of all obligations

and responsibilities herein defined.

The Tenderer shall be deemed to have fully considered all the conditions, obligations, and

requirements of the Tender Documents before entering the respective unit price against the

various items of the Bill of Quantities.

The Unit Prices given hereunder the BOQ shall also include erection, installation, fixing,

and re-fixing of all elements. These prices shall also include taxes, visa for labor, gate

passes, accommodations for the Contractors staff and labors, all required insurance and

work permits, guarantees, bonds, traffic plan requirements, safety procedures, etc. and all

requirements necessary to have the work maintained until its final handing over.

The Unit Prices given hereunder in the Bill of Quantity for this work shall also include

overheads, risks, profit etc. and all other financial matters to have all these civil works

completed.

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The works, materials or activities listed in the following shall always be considered as

supportive works to be included in the Unit Prices bid for any item in the Bill of

Quantities:

Any measurement for execution and payment of the works, including the provision ofmeasuring instruments, gauges, setting out marks, marking paint and relevant tools,labor, etc., the maintenance and preservation of gauges and setting-out marks during

the execution of the works.

Provision of small tackle tools or any other equipment required for the execution of theworks.

Supply of consumable materials for the Contractors equipment. Removal of all contamination (refuse, debris, building rubbish and the like) arising

from or in connection with the Contractors work to locations approved by the

engineers Protection of the executed works and of the items made available for execution of the

works from damage, fire, inclement weather, vandalism and theft etc., until the time of

final acceptance.

Transportation of all materials and structural components from the storage places onsite to the points of use and return transportation, if required.

Submitting and transporting any samples required. Carrying out tests on materials and works, etc., that is required by the Engineer. Fuel and lubricants for operation of Contractors equipment. All safety precautions and measures for safeguarding labor as well as securing

surrounding areas.

Lighting of the work site. Maintenance , repair or reconstruct damaged infrastructure resulted by contractors

activities

5. RIGHTS OF EMPLOYERThe following rights are reserved to the Employer:

To omit individual items mentioned in the Schedule of Prices if not required in theopinion of the Employer and/or to replace them should it be more advantageous to

execute them in another way.

To order execution of alternative or provisional items as if they were main items. To order execution of additional works as well as alternatives of works, always in

conformity with the conditions outlined in the Contract.

Any order and/or delivery of material or equipment by the Contractor for performance of

the works may only be based on instructions and/or approved execution drawings by the

Employer/Engineer.

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All equipment and materials for installation and finishing works to be incorporated in this

contract shall prior to ordering and/or delivery by the Contractor, be approved by the

Employer/Engineer both in respect of quality and type as well as of quantity.

6. SITE ACCESS AND STORAGEThe Tenderer shall visit all sites and ascertain the location of required access onto these

sites and the location of allowance for complying with the requirements and for the

reinstatement to original condition of all roads and areas used or disturbed by the

Contractor to the satisfaction of the Engineer.

7. SITE INSTALLATIONAll costs of labor, works, provisions, materials and equipment for Site Installations

required by the Contractor and stipulated in the Tender Documents shall be included in the

various unit prices of the Bill of Quantities. No extra payment will be allowed by the

Employer for any of these activities.

8. DURATIONThe total duration of the contract is Four (4) calendar months including weekends,

holidays and official holidays. Official weekends are Fridays and Saturdays.

9. OTHER CONTRACTORS OBLIGATIONS The Contractor has to submit Detailed Shop Drawings to be approved by the Engineer

before commencement of the work, and all required materials should be supplied as

specified and subject to the Engineer approval.

The Contractor has to fix the underground services that may be damaged during hiswork.

The Contractor has to maintain the Existing Open Channels flow during construction. All works has to be done according to the Engineer's instructions, Drawings and

specification.

The Contractor has to repair any damages of any services at full satisfaction ofrelevant Service Authority

The contractor has to test on his own expenses, the sub-grade CBR beforecommencement of work, In case the CBR value less than 15%, then soil replacement

should be applied.

The contractor has to check the upper 30 cm below the top of the sub-grade to verifythat they are uniform, and any rubbish material or saturated /wet soil shall be removed

and replaced with suitable material approved by the Engineer ,

NO EXTRA COST SHALL BE PAID FOR SUCH REPLACEMENT

The contractor has to Execute any required side slope according to specifications,drawings , and Engineers instructions

Price will include costs of removing and/or relocating of all obstacles such as debris,garbage, trees and existing services in addition to the required materials necessary forwork completion according to engineer's instructions and specifications.

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The contractor has to coordinate with Municipalities regarding garbage containerslocation.

The contractor should include in his price the costs of cut and removal of trees roots,backfilling, watering, and compaction in layers with clean sand as specified and

according to the Engineer instructions, the price will also include relocation of Power,

Telephone poles and networks to sidewalk.

Price will include costs of adjusting the levels of existing manholes (in any diameter)to suit the new situation. Replacing covers, frames, rings if defected and all materials

and work required to complete the task.

The contractor has to remove the existing base coarse during preparation works andtransport it wherever directed by the engineer to the related Municipality.

The price will include costs of cutting and removing of the existing asphalt pavementlayer and transporting the removed material to a site approved by the Engineer

Prices for excavation item shall include the removal of any buried structure not to bepart of the proposed roads, including transport of excavated, surplus material and

buried structure (not to be part of the proposed roads) to a location approved by the

engineer or his representative outside the site, workmanship and anywhere else,

needed, all according to drawings, specifications, conditions and directed instructions

by the Engineer or his representative.

Quantities of excavation shall be measured according to the dimensions mentioned inthe drawings(engineering measurements in m2)

Back-filling item should be in layers (25cm max. each & compaction test 97%). Pricesshall includes material supply, watering, compacting, transporting, testing and

anywhere else, needed, all according to drawings, specifications, conditions and direct

instructions by the Engineer or his representative.

Suitable clean sand should be used for back-filling in layers (25cm max. each &compaction test 97%), selected from the approval excavated soil or imported. Prices

shall includes supply, watering, compacting, transporting, testing and anywhere else,

needed, all according to drawings, specifications, conditions and directed instructions

by the Engineer or his representative.

The contractor shall check and ascertain that the Benchmark used by him and itselevation is accurate and correct in all respects. The contractor shall check the

surveying work. If correction is needed, the contractor has to redo the surveying work

on his own.

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Rehabilitation of Road No.25

Bill No 1: Roads Works

ItemNo.

Description Unit Qty.UnitPrice(US$)

Total(US$)

1

- The Contractor has to submit Detailed ShopDrawings to be approved by the Engineer before

commencement of the work, and all required

materials should be supplied as specified and subject

to the Engineer approval.

_All executed works must be documented in as Built

Drawings, with connected By Total station in

sample presented of GIS municipality department,

also observe all existing points coordination. ( This

mission will be finished by Approval Surveying

office).

- The Contractor has to fix the underground servicesthat may be damaged during his work.

- The Contractor should include in his price the costs

of sampling and testing as required and according to

technical specifications and work requirement.

- Price will include costs of removing and/or

relocating of all obstacles such as debris, garbage,

trees and existing services in addition to the required

materials necessary for work completion according

to engineer's instructions and specifications.

- The Contractor should include in his price the costs

of cut and removal of trees roots, backfilling,

watering, and compaction in layers with clean sand

as specified and according to the Engineer

instructions, the price will also include relocation of

Power, Telephone poles and networks to sidewalk.

- Price will include costs of adjusting the levels of

existing manholes (in any diameter) to suit the new

situation. Replacing covers, frames, rings if defected

and all materials and work required to complete the

task.

- The price will include costs of cutting andremoving of the Existing Asphalt pavement layer

and transporting the removed material to a site

approved by the Engineer

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ItemNo.


Total(US$)

1.1

Clean, excavate, cut and fill carriageway, Median &

sidewalks with clean dune sand from natural ground

level to the bottom of the sub-base layer design

level for carriageway and 26cm under the top faceof the curb stone for sidewalks including watering,

compaction not less than 97% & CBR not less than

15% ,all according to drawing and technical

specifications . The work include remove crushed

layer from the median. The price include dismantle

existing curbstone if exist and receive to

municipality stores & remove all existing block

fences or others which objected the execution of

works in carriageway or sidewalks., The work

include observe septic tank .all according to drawing

and technical specifications . All tests as perspecifications & Engineer Instructions.

m2 17500

1.2

Transport and lay approved crushed stone base

coarse 30 cm thick in two layers with CBR > 80%

for the carriage way to the levels shown in the

drawings. Price includes transporting crushed

material, watering and compaction to reach 98 % of

maximum dry density. Grader must be used in

spreading and leveling of final layer. The work

includes all tests as per specifications & Engineer

Instructions.

Note: Crushed materials to be transported fromUNDP crushing site west of Khanyounis (GAN-OR

ex-settlement

m2 6500

1.3

Level of existing crushed layer. The work include

remove existing kurkar from the face of existing

crushed then mix & grad existing crushed layer by

using grader. The work include substitute any

shortage of crushed to reach the design required

levels as the drawings. Price includes watering and

compaction to reach 98 % of maximum dry density.

The work includes all tests as per specifications and

Engineers instructions.

Note: Crushed materials to be transported from

UNDP crushing site west of Khanyounis (GAN-OR

ex-settlement.

m2 20000

1.4

Supply and lay approved sub-base material (

Kurkar) of 15 cm thickness for the sidewalks in one

layer with CBR.> 30%, watering and compaction up

to 98% maximum dry density according to modified

proctor test. the work includes all tests as per

specifications & Engineer Instructions

m2 10000

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ItemNo.


Total(US$)

1.5

Construct reinforced concrete(80 Kg/m3) retaining

walls, beams or any structural element as instructed

by the Engineer including all necessary excavations

& filling dune sand to the required level, B300concrete & expansion joint at 12m interval with

selotex board all in accordance with the

specification & drawings.

M3 40

1.6

Supply & lay pre-cast concrete curbstones B300 for

sidewalks (15x30x80 cm) including all necessary

excavations, filling with dune sand & compaction to

98% of MDD and compacted Kurkar (30x15 cm),

B300 plain concrete foundation (27x10cm) under

the curb and (12x21cm) behind, spreading 2 cm

mortar under the curb, filling joints between curbs

with cement mortar and painting with one primecoat and two finishing coats of approved brand

name painting material ,expansion joint every 12 mr

with selotex board and filling 3cm with seka flex

,all according to drawing and technical

specifications.

L.m 5500

1.7

Supply, install and compact of interlock tiles 8 cm

thick, for carriageway The price include casting

concrete beam with B300 (size 20x40 cm) at the

ends of interlock, Also supply and spread dune sand

5 cm thick under interlock, all the required tests,

The work include connect the work with existingasphalt. all works are according to specifications,

Drawings and Engineer instructions.

m2 21500

1.8

Supply, install 250 mm outside diameter UPVC

Pipes with wall thickness 7.3 mmfor crossing of theroad, each cross contain from 2 pipes in parallel.

LM 250

1.9

Supply and cast concrete B250 for poles base

Dimension (110x110x100 cm) the work include

excavation , shuttering , supplying and installing hot

galvanized steel pole base for 12 m poles, the work

include supplying and fixing a 3" sharshori conduitswith a rope inside it in the base ,nuts , wishers and

all required accessories required to complete the job,

all according to drawings, specifications and

engineer instructions.

Unit 35

1.10

Supply and install 3" sharshori conduit with a rope

inside it, the work include Excavation, backfilling

on layers 20 cm thick of dune sand with compacting

to 98 % MDD. The price including for any depth

excavation( at least 1.0 m from the face of sidewalk

pavement), laying and re-back filling with suitable

Materials also included electrical warning tape.

L.M 1200

Total Roads Works

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Bill No 2: Water works

ItemNo.


Total(US$)

2

_All works must be coordinated with the waterdepartment at the Municipality and all testes need to be

included.

_ All executed works must be documented in as Built

Drawings, connected By Total station with sample

presented of GIS municipality department, also observe

all existing points coordination. ( This mission will be

finished by Approval Surveying office).

_The price includes the cost of excavation to depth

indicated in drawings using retaining shuttering, shoring

according to instructions of Engineer, bedding of 20 cmclean dune sand under around and above the pipe with

compaction, backfilling the rest of the trench up to

design level with kurkar in layers 20cm thick each with

compaction 98% MDD and all required tests.

_The work includes removal of the surplus materials

outside the site to places as instructed by the Engineer.

_Supply and installation of elbows with any angles,

Tees, Flanges, joints, metallic warning tap, and other

accessories and thrust blocks according to details.

The covers of manholes are made of cast iron with

diameter 60 cm engraved by the word " Water " in

English and Arabic. the ring is from cast iron squareshaped with 70*70 cm dimensions. the concrete which

used around the ring is B350 and should have a Basalts

layer of 2 cm above the concrete and around the cover

rings. According to drawings, specifications and

Engineers instruction.

_Depth of trench is 1.4 m in carriage way and 1.1m in

shoulders.

_The price includes cutting the existing asphalt (if any)

in suitable width using machine and reinstate the road to

its original condition using two layers of base coarse 15

cm each, supply and spread prime coat layer (MCO)

under the new asphalt layer, and spread RC2 betweenthe new and the existing asphalt and the asphalt layer

shall be 6 cm thick. In case the existing pavement is

interlock tiling items should include removal and re-

tiling interlock pavement to the original state including

all required material to complete the pavement layers

such as base coarse, interlock and sand ..etc.

_ The price should include the connection of the new

pipes to the existing pipes with all needed fitting and

support to complete the work successfully.

-The price Include Using Water tape above pipes.

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ItemNo. Description Unit Qty.

UnitPrice(US$)

Total(US$)

2.1

Supply, install 110 mm outside diameter

UPVC Pipes with wall thickness 4.2 mm waterpipes PN 10 . The price should include

excavation of the trench 1 m from the design

level of the sidewalk, the pipe should be

bedded and covered with at least 20 cm of

clean dune sand around and at the top and

bottom of the pipe , The remaining depth of the

trench will be filling with kurkar in layers not

exceeding 20cm each, with compaction not

less than 98 % , up to the design leveling of the

road or sidewalk .All works are performed

according to the drawings, specifications andEngineers instruction.

L.M 150

2.2

Supply and install 100 cm internal diameter

precast circular reinforced concrete water

manholes, complete with B300 cast in place

reinforced concrete base, cast iron cover (25ton

Capacity), Frame, ring's , the concrete which is

to be used around the ring is B350 for at least

30cm width and depth, Basalt layer of 2 cm

thick above the concrete and around the cover

to fix the ring should be supplied and installed,

cast iron steps @ 30cm maximum, excavationin any type of soil to any depth , backfilling

with clean dune sand and compaction 98%

MDD up to the design leveling of the roads,

drainage opening with aggregate bed, two

external hot bitumen coating (75/25). Price

shall include all required tests. The price

includes supply and install 4" Gate valve 16

bar working pressure including all needed

fittings, nibbles ,reducers and support to

complete the works successfully. Price shall

include all required tests and all work as perdrawings, specification and Engineer

instruction

Unit 2

Total of Water works

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Bill No 3: Sewage workstemNo. Description Unit Qty.

UnitPrice(US$)

Total(US$)

3

_The contractor has to submit detailed shopdrawings of the coming items for the approval by

the Engineer before starting the work.

_All executed works must be documented in as

Built Drawings, connected By Total station with

sample presented of GIS municipality

department, also observe all existing points

coordination. ( This mission will be finished by

Approval Surveying office).

_The price include observe the existing layers by

removing & storing then relocating as layers

constructed before._The price includes the cost of excavation to

depth indicated in drawings using retaining

shuttering, shoring according to instructions of

Engineer, bedding of 20 cm clean dune sand

under around and above the pipe with

compaction, backfilling the rest of the trench up

to design level with kurkar in layers 20cm thick

each with compaction 98% MDD and all required

tests.

_The work includes removal of the surplus

materials outside the site to places as instructedby the Engineer.

_The work includes connection of the sewer line

to the existing manhole All the sewage works

have to be coordinated with Sewage Department

at the municipality.

_The price includes cutting the existing asphalt

(if any) in suitable width using machine and

reinstate the road to its original condition using

two layers of base coarse 15 cm each, supply and

spread prime coat layer (MCO) under the new

asphalt layer, and spread RC2 between the newand the existing asphalt and the asphalt layer shall

be 6 cm thick. In case the existing pavement is

interlock tiling items should include removal and

re-tiling interlock pavement to the original state

including all required material to complete the

pavement layers such as base coarse, interlock

and sand ..etc. The measure of the diameter of the

UPVC pipes is from the outside, where the

diameter of manholes is from inside.

_ The holes of the manholes have to be done

using core machine and the manholes have to be

coated by two external bitumen coating.

_ The covers of manholes are made of cast iron

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with diameter 60 cm engraved by the word "

Sewage " in English and Arabic. the ring is from

cast iron square shaped with 70*70 cm

dimensions. the concrete which is to be used

around the ring is B350 for at least 30cm width

and depth, Basalt layer of 2 cm thick above the

concrete and around the cover to fix the ringshould be supplied and installed, all according to

drawings, specifications and Engineers

...instruction.

3.1

Supply, install 250 mm outside diameter UPVC

Pipes with wall thickness 7.3 mm and join,

UPVC pipes SN8 for the sewer networks with

watertight and flexible joints sealed with

approved gasket rubber ring including

dewatering, excavation in any ground, shoring,

shuttering, safety measures, testing, providing

specified bedded and covered by 20 cm of cleandune sand at the bottom , above and around the

pipes . Kurkar will be used for the rest of trench

with layers not exceeding 20cm each , of 98 %

MDD, leveling the road after backfilling .All

according par drawings, specifications and

Engineers instruction.

L.M 1250

3.2

Ditto. But with 200 mm outside diameter UPVC

Pipes with wall thickness 5.9 mm. The work

include connect with branch manholes or any

house connections.

L.M 750

3.3

Ditto. But with 160 mm outside diameter UPVC

Pipes with wall thickness 4.7 mm. The work

include connect with branch manholes or any

house connections.

L.M 1000

3.4

Supply, install precast circular reinforced

concrete Sewage manholes with internal dia.

1.5 m(B350 kg/cm2) with cast iron steps @30cm

spacing, cast iron manhole cover,(25 ton

capacity), building in collector inlet, outlet pipes

& future pipes ,connecting with end caps where

shown or necessary. The price including twoexternal bitumen coating, shuttering, excavation

in any ground, shoring, safety measures,

formwork, excavation in any type of soil ,

backfilling with kurkar in layers 20cm thick each

and compaction 98% MDD , removing the

surplus soil to the tip ..etc. the price include also

supply and install 10cm concrete B200 under the

bottom of the manhole and B200 plain concrete

for benching the price includes also removing

existing sewer network and manholes . All are as

per drawings , specifications and the engineerinstructions.

Unit 5

3.5 Ditto. With internal dia. 1.2 m Unit 20

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3.8

Adjust level of existing Line or Manholes (Sewer,

Water, Telephone, Storm water, etc.) to the

required level. The work includes decreasing the

height of manholes by demolishing the extra parts

or increasing the height by supplying & installingprecast concrete ring B300, in cast the height

more than 30 cm, otherwise casting of concrete

may be used, also include( if need) cast iron

cover 25 ton with the word sewer in English &

Arabic) and all required materials. The work also

includes cleaning of existing manholes & lines.

Unit 20

3.9 Ditto, but for Air Valve sewage manhole of

pressure line which connect with treatment plant. Unit 1

Total of sewage works(US$)

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Rehabilitation of Road No.25PAL 10-00071488

Summary

Description Total (US$)

Total Roads Works(US$)

Total of Water works(US$)

Total of sewage works(US$)

Grand Total (US$) Not including Value Added Tax(VAT)

Grand Total (in letters):-------------------------------------------------------------

Contractors Name:------------------------------------------------------------------

Signature and Stamp:----------------------------------------------------------------

Date:-------------------------------------------------------------------------------------

Date post:	03-Apr-2018
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