Bill of Quantity (BOQ) - PREAMBLE TO BILL OF QUANTITY (BOQ)

 
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ITB 2011-021

                      United Nation Development Programme

   Rehabilitation of Road No.8 and Construction of curbstones for median of road #10

              PAL 10-71488: UXOs and Rubble Removal From Gaza Strip

                       Bill of Quantity (BOQ)

PREAMBLE TO BILL OF QUANTITY (BOQ)
ITB 2011-021

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 in
the Tenderer’s 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 to
    required 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.      QUANTITIES
Although 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 taken
as 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.     MATERIALS
All 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
according to applicable BS, ASTM or DIN Standards. Execution also is subject to

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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/Engineer
approval, 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 CURRENCY
The prices given, by the Contract, hereunder in the BOQ shall be in United States Dollars
or ILS. 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 Contractor’s 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 of
    measuring 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 the
    works.
   Supply of consumable materials for the Contractor’s equipment.
   Removal of all contamination (refuse, debris, building rubbish and the like) arising
    from or in connection with the Contractor’s 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 on
    site 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 Contractor’s 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 contractor’s
    activities

5.     RIGHTS OF EMPLOYER
The following rights are reserved to the Employer:
 To omit individual items mentioned in the Schedule of Prices if not required in the
   opinion 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.

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.
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6.      SITE ACCESS AND STORAGE
The 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 INSTALLATION
All 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. DURATION
The total duration of the contract is Four (4) calendar months including weekends,
holidays and official holidays. Official weekends are Fridays and Saturdays.

9. OTHER CONTRACTOR’S 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 his
     work.
    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 of
     relevant Service Authority
    The contractor has to test on his own expenses, the sub-grade CBR before
     commencement 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 verify
     that 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 Engineer’s 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 for
     work completion according to engineer's instructions and specifications.
    The contractor has to coordinate with Municipalities regarding garbage containers
     location.
    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

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       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 and
       transport it wherever directed by the engineer to the related Municipality.
      The price will include costs of cutting and removing of the existing asphalt pavement
       layer 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 be
       part 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 in
       the drawings(engineering measurements in m2)
      Back-filling item should be in layers (25cm max. each & compaction test 97%). Prices
       shall 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 its
       elevation 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.

                            Bill # A: Rehabilitation of Road No.8

  Bill No 1: Roads Works
                                                                                Unit     Total
Item                           Description                     Uni     Qty.    Price     (US$)
 No.                                                            t              (US$)

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                                                                               Unit   Total
Item                           Description                       Uni   Qty.   Price   (US$)
 No.                                                              t           (US$)
       - 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 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 and
       removing of the Existing Asphalt pavement layer
       and transporting the removed material to a site
       approved by the Engineer

       Clean, excavate, cut and fill carriageway &
       sidewalks with clean dune sand from natural ground
       level to the bottom of the sub-base layer design
       level for carriageway and 5cm under the top face of
       the curb stone for sidewalks including watering,
1.1
       compaction not less than 97% & CBR not less than          m2    5000
       15% . All according to drawing and technical
       specifications. All tests as per specifications &
       Engineer Instructions.

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                                                                            Unit   Total
Item                           Description                   Uni    Qty.   Price   (US$)
 No.                                                          t            (US$)
       Transport and lay approved crushed stone base
       coarse 25 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
1.2    maximum dry density. The work includes all tests as
       per specifications and Engineer’s instructions. m2           3000
       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 from
       UNDP crushing site west of Khanyounis (GAN-OR
       ex-settlement
       Supply & lay pre-cast concrete curbstones for
       sidewalks (15x30x80 cm) including all necessary
       excavations, filling with dune sand & compaction to
       98% of MDD . Price includes B250 plain concrete
       foundation (27x10cm) under the curbstones and
       (12x21cm) behind, spreading 2 cm mortar under the
1.3                                                           L.m   450
       curbstones, filling joints between curbs with cement
       mortar and painting with one prime coat 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.
       Supply, install and compact of colored interlock tiles
       8 cm thick, The price include supply and spread
1.4    dune sand 5 cm thick under interlock, all the m2             3000
       required tests, all works are according to
       specifications, Drawings and Engineer instructions.
       Supply, form and construct B300 reinforced
       concrete retaining beams (15x30cm) or any
       structural element as instructed by the Engineer
1.5    including all necessary excavations & filling dune M3         3
       sand to the required level, & expansion joint at 12m
       interval with selotex board all in accordance with the
       specification , drawings & Engineer instructions.
       Total Roads Works

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  Bill No 2: Water works

                                                                               Unit   Total
Item                           Description                      Unit   Qty.   Price   (US$)
 No.                                                                          (US$)
       _All works must be coordinated with the water
       department at the Municipality and all testes need
       to be included.
        _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 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
       square shaped 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. All according
       to drawings, specifications and Engineer’s
       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 between the 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.

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Item                                                                     Unit   Total
 No.                         Description                  Unit   Qty.   Price   (US$)
                                                                        (US$)
       Supply, excavate and install 63mm diameter
       MDPE (Polyethylene) water pipes PN 10. The
       price should include excavation of the trench
       1.1 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
 1-    the top and bottom of the pipe , The remaining     L.M    450
       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 and Engineer’s
       instruction.
       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 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 , excavation in
       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
 2-    opening with aggregate bed, two external hot       Unit    2
       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 per drawings,
       specification and Engineer instruction
       Total of Water works

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Bill No 3: Sewage works
tem                                                                          Unit   Total
No.                           Description                     Unit   Qty.   Price   (US$)
                                                                            (US$)
       _The contractor has to submit detailed shop
       drawings of the coming items for the approval by
       the Engineer before starting the work.
       _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
       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.
       _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 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 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
       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 ring
       should be supplied and installed, all according to
       drawings, specifications and Engineer’s
       ...instruction.

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       Supply, install SN8, 200 mm outside diameter
       UPVC pipes with wall thickness 5.9 mm
       including connecting with existing sewer
       networks including excavation, shoring,
       shuttering, safety measures, testing, bedded and
       covered by 20 cm of clean dune sand around the
1-     pipes . Kurkar will be used for the rest of trench   L.M    200
       with layers not exceeding 20cm each , of 98 %
       MDD, leveling the road after backfilling .All
       according to drawings, specifications and
       Engineer’s instruction.
       Supply, install precast B300 circular reinforced
       concrete Sewage manholes with internal dia. 0.80
       m with cast iron steps @30cm spacing, cast iron
       manhole cover, (25 ton capacity). The price
       including two external 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 etc.. The price includes   Unit   7
2-     supply and install 10cm concrete B200 under the
       bottom of the manhole and B200 plain concrete
       for benching. All as per drawings, specifications
       and the engineer instructions.
       Total of sewage works
       Total Rehabilitation of Road No.8

                                           Summary:
                         Description                                   Total (US$)

Bill No 1: Roads Works

Bill no. 2: Water works

Bill No. 3: sewage works
                      Total of Bill # A:

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  Bill # B: Construction of curbstones for median of road #10 in Gaza City
                                                                               Unit     Total
Item                           Description                       Uni   Qty.   Price     (US$)
 No.                                                              t           (US$)
       - 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 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 and
       removing of the Existing Asphalt pavement layer
       and transporting the removed material to a site
       approved by the Engineer.
       -Depth of trench For Water Works is 1.4 m in
       carriage way and 1.1m in shoulders.
       _All works must be coordinated with the water
       department at the Municipality and all testes need to
       be included.
        _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 according to details.

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                                                                            Unit     Total
Item                           Description                    Uni   Qty.   Price     (US$)
 No.                                                           t           (US$)
       Clean, excavate, cut and fill for the median with
       supply and lay 30 cm clean dune sand layer mixing
       with composite. This layer from natural ground level
       up to 5 cm less than curbstone design level
       including watering, compaction not less than 98% &
1.1
       CBR not less than 15% . All according to drawings      m2    5200
       and technical specifications. All tests as per
       specifications & Engineer Instructions.

       Supply & lay pre-cast concrete curbstones for
       roundabout or median (15x30x100 cm) including all
       necessary excavations, filling & compaction to 97%
       of MDD. The price includes Supply & lay under the
       curb foundation (30x20 cm) compacted to 97% of
1.2    MDD kurkar layer , B250 plain concrete foundation
       (27x12cm) under the curb and (12x21cm) behind it
                                                             L.m    3200
       ,spreading 2 cm mortar under the curbstone, filling
       joints between curbs with cement mortar and
       painting with one prime coat 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.
       Supply, and install        63mm diameter MDPE
       (Polyethylene) water pipes PN 10 for the median
       .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 kurkar will be used for
1.3                                                          L.m    1300
       backfilling the rest of the trench in layers not
       exceeding 20cm, with compaction not less than 98
       %, up to the design leveling of the roads. All
       accordance with the specification, drawings &
       Engineer instructions.
       Total of Bill # B

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                                        Summary

                        Description                                Total (US$)

Total of Bill # A : Rehabilitation of Road No.8

Total of Bill # B: Construction of curbstones for
median of road #10 in Gaza City
                        Total (US$)

                         Vat (0%)                                      0.00

                    Grand Total (US$)

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

Contractor’s Name:------------------------------------------------------------------

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

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

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