Attachment J-3 - RFTOP BOQ Tulkarem and Tubas YDRC RFTOP BOQ Rev.02 June 10, 2023.xlsx

XLSX spreadsheet 436 KB Posted

Attached to
Basic Infrastructure Support Mechanism (BISM)
Solicitation number
72029423R00006
Issued by

About this file

Written by GovTribe AI ·

This is a solicitation for the Basic Infrastructure Support Mechanism (BISM) program. The solicitation seeks a qualified local construction contractor to address infrastructure needs in health, democracy and governance, education, youth, water, and economic growth sectors in the West Bank, East Jerusalem, and Gaza. Funded activities must comply with the Taylor Force Act, which prohibits assistance directly benefiting the Palestinian Authority, including infrastructure maintained by PA ministries or bodies and tax revenue to the PA. The solicitation is issued by the US Agency for International Development to obtain contractor services for the BISM program.

View the file

Other files

File Type Posted
BISM RFP No. 72029423R00006 Amendment No. 5.pdf PDF
BISM Amendment 4 ATTACHMENT J-5 Past Performance Report Rev.1.docx DOCX document
BISM Amendment 4 Attachment J-7 SF 33.pdf PDF
BISM Amendment 4 Attachment J-8 -Past Performance Matrix.xlsx XLSX spreadsheet
BISM Amend. 4 Annex 1 Questions and Answers.pdf PDF
BISM RFP No. 72029423R00006 Amendment No. 4.pdf PDF
Amendment No. 3 Attachment No. 1 BOD TUBAS 18042023.pdf PDF
RFP No. 72029423R00006 BISM Amendment No. 3.pdf PDF
Amendment 2 BISM RFP No. 72029423R00006.pdf PDF
RFP No. 72029423R00006 Amendment 1 BISM .pdf PDF
RFP No. 72029423R00006 Amendment 1 BISM .pdf PDF
ATTACHMENT J-5 - Past Performance Report.docx DOCX document
BISM RFP No. 72029423R00006 Attachment J-4 RFTOP.pdf PDF
Partner Information Form.pdf PDF
BISM RFP No. 72029423R00006.pdf PDF
SF1442 RFP No. 72029423R00006.pdf PDF
Attachment J-1 Mission Order 21 Addendum No. 1.pdf PDF
Attachment J-1 Mission_Order_21.pdf PDF
Attachment J2 VAT Guidance.pdf PDF
Attachment J-6 Certification-Regarding-Lobbying.pdf PDF
Show all 20

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Cover Sheet

BILL OF QUANTITIES

for

RFP: 72029423R00006

Expansion of Tubas Youth Development Resources Center
&
Expansion of Tulkarem Youth Development Resources Center

BOQ

WEST BANK - GAZA BISM PROGRAM

West Bank

June 10, 2023

BOQ Rev.02 (April 27, 2023) Page No. &P/

SUMMARY SHEET

COST SCHEDULE SUMMARY
RFP No. 72029423R00006
TASK ORDER SUMMARY SHEET
Item No.Description of WorksTotal Amount (US$)
1Expansion of Tubas Youth Development Resources Center$0.00
2Expansion of Tubas Youth Development Resources Center$0.00
Sub-Total for Items 1 to 2$0.00
3Mobilization - 4% of Sub-Total Cost for Items 1 to 2$0.00
Demobilization - 1% of Sub-Total Cost for Items 1 to 2$0.00
Sub-Total for Items 1 to 3$0.00
4Day Works$250,000.00
Total of All Works for Items 1 to 4$250,000.00
Total in Words
Address:
Date:
Signature and stamp:

April 27, 2023 BOQ Rev. 02 Page: &P/

BOQ Preamble

PRICING PREAMBLES
1. Introduction:
These Pricing Preambles set out the basis on which the Bills of quantities have been prepared. Notwithstanding the provisions of these pricing preambles, the Contractor is reminded that the Tender Drawings and the Specifications form part of the Tender Documents and as such mutually refer to the intent of the Tender Documents.

Where a discrepancy occurs it is deemed that the Contractor has allowed for the intent of the Tender Documents unless this is clarified specifically at the time of Tender.

2. Bills of Quantities:
The Bills of Quantities define the items which are measurable and the units of measurement represent the entire work to be carried out in accordance with the Drawings and the Specifications. The measurement items in the Bills of Quantities are to be accepted as the full interpretation of the requirement of the Drawings and Specifications. “Descriptions" are given in outline only, the Contractor is to refer to the Specifications and Drawings and make himself familiar with the requirements.
No additional measured items will be allowed to interpret further the information so given. Other requirements which are not measurable in terms of quantity of labor and materials (e.g.. specialist supervision, shop drawings, bar bending schedules, as built drawings, samples, tests, mock-ups, maintenance, materials, guarantees and the like) and are not given as specific items in the Bills, are to be included in the prices of the measured items. The method of measurement for the Contract is thus established by the measured items and units of the measurement in the Bills of Quantities. No other measurement method shall be used to measure the executed works.

The same method of measurement and no other will be used in re-measuring the executed work.

3. Pricing:
The Contractor shall satisfy himself as to the meaning of every item in the Bills of Quantities and the rates and prices inserted by him shall cover all Works required by the Contract Documents. All costs in connection with the proper and successful construction, completion and maintenance of the Works including, but not limited to, completion of all temporary works, furnishing all materials, equipment, supply and appurtenance, providing all construction Plants, equipment, tools, sampling, testing, profits, overheads, charges, provision of guarantees, performing all necessary labor and supervision and other cost of whatsoever nature necessary to fully complete the Works, shall be included in the unit and lump sum prices called for in the bills of Quantities. All Works not specifically set fourth as a pay item in the Bills of Quantities shall be considered as subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the Priced Tender. Prices shall be deemed to include for all straight ranking and circular cutting and consequent waste. All prices shall include all fees and levies.
4. Quantities:
All estimated quantities stipulated in the Bills of Quantities or other Tender Documents are approximate and are to be used only;
1.as a basis for estimating the probable cost of the Work and
2. for the purpose of comparing the bids submitted for the Work.
The actual amount of work done under each unit price items may differ from the estimated quantities. The basis of payment for work will be the actual quantities. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference between the amounts of work actually performed and the estimated amount.
5. Items in Bills of Quantities
Quantities given in the Bills are based upon measurement from the Contract Drawings and Specifications.
6. Measurement
Metric measurements and weights have been used throughout the Bills of Quantities. Work is measured net as fixed in position and each measurement is taken to the nearest centimeter. Fractions of a centimeter less than half are disregarded and all other fractions are regarded as whole centimeters. This principle shall not apply to dimensions stated in item descriptions. Where minimum deductions of voids are dealt with they refer only to openings or voids which are wholly within the boundaries of measured areas. Openings or voids which are at the boundaries of measured areas are always the subject of deduction irrespective of size.
7. Descriptions
The order of stating dimensions in descriptions is generally in the sequence of Length, Width and Height. Unless otherwise stated in the Bills of Quantities or herein, all measured items are deemed to include supply and fix in place complete, thus all measured items shall include all incidentals to complete the work in a proper manner such as but not limited to the following:
1. Labor.
2. Materials, including all costs in connection herewith (e.g. conveyance, delivery, unloading, storing, handling, lowering into position and the like).
3. Customs and import duties as applicable, insurance, levies and the like.
4. All shop treatment of materials (e.g. Preservation of timbers, galvanizing, priming, chrome plating, stove enameling, anodizing and the like, pipe wrapping, coatings, etc.).
5. Fitting and fixing materials in position including all necessary fixing devices and materials.
6. Commissioning & use of plant.
7. Disposal of waste of material.
8. Square, raking or curved cutting.
9. Work in volumes, areas and length of any size, no separate items being measured for isolated work or work in small quantities, short lengths, narrow widths, etc.
10. Establishment charges, on-costs, overhead charges profits and taxes excluding the Value Added Tax (VAT).
Junction between straight, raking and curved work are in all cases included with the work in which they occur.
Certain items are referred directly to detail drawings to eliminate detailed description. All such reference includes all work to execute the detail.
Where Specification clauses and / or detail drawing numbers are referred to in a description such information is provided for convenience only and the Contractor is to note that all other relevant Specification requirements and relevant drawings and details are to be taken into account.
8. Abbreviations.
The following abbreviations are used throughout the Bills of Quantities.
mm Millimeter
cm Centimeter
M.R Linear meter
M.S. Square meter
M.C Cubic Meter
L.S. Lump Sum
No Number
Kg. Kilogram
Ref. Reference
9. Definitions
The terms “ include " , “ is included “, “ including “, and similar, are used herein to indicate that the items are not specifically mentioned in the descriptions but the costs of which are to be included in the measured items.
Such references are not comprehensive and are for convenience only and the Contractor is to note that all relevant requirements of the Specifications and Drawings are to be taken into account in the measured items.
The word " Site” used in the Bills of Quantities means the whole of the areas within the Contract limit lies for this Contract as shown on the Contract Drawings. With reference to the clearance of debris, rubbish, trash, excavated material and the like the definition is extended to include the whole of the site.

The word “ ditto” used in the Bills of Quantities means the repetition of all or part of the preceding item as applicable to complete the sense of the item.

The word “ extra “ used in the Bills of Quantities means the additional cost of the item of work in question over and above the cost of work already measured.

10. Protection.
All rates in the Bills of Quantities shall include for protection as required and deemed necessary.
11. Shop Drawings / coordinated drawings.
All rates shall include where required for producing shop drawings & coordinated drawings and supporting calculations as requested by the Engineer.
12. As Built Drawings.
All rates shall include for producing one transparency and four (4) copies of all as-built drawings and supporting calculations to the approval of the Engineer.
13. Cutting and Patching.
The Contractor shall be responsible for all cutting, patching and making good for all trades for all work and his prices will be deemed to include for all such cutting and patching and making good.
1. Setting out of the buildings, yards, car parks, guardroom, retaining walls & boundaries are to be done by licensed authorized surveyor at the contractor’s expense and responsibility.
2. Rates and Prices shall be clearly spelled out alphabetically and numerically.
3. No item is to be measured twice under separate headings.
14. Excavation.
A) Measurements:
1. Excavation for foundation, trenches, etc. shall be for the actual dimensions shown on Drawings, and to be measured from Natural Ground level or Reduced Level (which is lower) , i.e.
a) From Reduced Level when R.L. is lower than N.G.L.
b) From N.G.L. when N.G.L. is lower than the Reduced Level.
2. Allowance for working space is not applicable; The excavation unit rate shall include any required working space.
3. Excavation for foundation of retaining walls is to be measured from Lower Reduced level, or from lower Natural Ground level (as stated in Item 1.)
4. Trench excavation and back filling for drain and water pipes and electricity cables and excavating for manholes and percolation pits is included in the items of pipe work, cabling, manholes and percolation pits and will not be measured separately.
5. Price to include removal of site obstacles, rocks, trees ….etc. and removal of all debris from site. Price also to include maintaining all trees that are not obstructing the buildings, boundary walls, courts and roads.
6. Each layer of back filling should be tested separately at the contractor’s expense then the next layer can be applied.
7. Co- ordination with all local authorities to facilitate the works, removal of obstacles or for diversion of roads, services, etc. ….is the contractor’s responsibility and is included in his rate.
8. Excavation shall be measured by cubic volume. The volume shall be calculated by taking the area of the slab, footing, base and the like and multiplying by the vertical depth. No allowance will be made for increase in bulk after excavation. No allowance will be made for working space.
9. All Suitable Excavated Material Shall be used . The agricultural soil shall be placed and to place agricultural soil as where needed as shown in the drawings and as instructed by the Engineer engineers restrictions. The extra and unsuitable soil shall be removed on the contractor’s expense with no extra cost. (contractor shall be to the specifications regarding excavated soil)
10. Extra and unsuitable soil shall be removed on the contractor’s expense with no extra cost.
11.Base course layers shall not be less than 200mm. thick. And measured in Meter Square, (the net measurement of the finished surface). No extra rate shall be paid for Leveling, ramming and filling of voids under the base course.
12.Examination and photographing of soil and work before covering up are obligatory and should be approved by the Engineer.
13.Prior to commencement of site leveling or any excavation; the Contractor shall obtain Engineer’s written approval on the contour grid of 5m x5m map, checked jointly by the contractor and the Engineer, the excavation profiles and sections shall showing all levels and dimensions, and the calculations of excavation quantities.
(B) Rates
1. Rates for excavation shall include for:
a) Removal of all site obstacles and clearing the site of all rubbish, debris, shrubs, trees, bushes, plants, fence and the like including grubbing up roots and foundations prior to the commencement of the Works.
b) Excavation to any depth.

c) Excavation in any material whatsoever found, including rock.

d) Excavating circular on plan.

e) Allowance for working space.

f) Excavating below water-table level.

g) Keeping excavations clear of water.

h) Leveling, ramming, trimming and grading bottoms of excavations in rock.

i) Planking and strutting.

j) Selecting Suitable material from the excavations and returning, filling watering and ramming in layers around foundations and to underside of hard-core beds including all multiple handling and transport about the site h)Cost of laboratory tests of for works and materials.

15. Concrete Work
(a) Measurements
1. Concrete works shall be measured net as per Drawings or as specified by the Engineer.
2. Each item of concrete works shall be measured in the unit described in the Bills of Quantities.
3. All recesses, openings or any other space not actually filled with concrete shall be deducted in calculating the volume or the area for payment.
4. Any extra concrete which was cast due to the Contractor’s negligence and is not marked specifically on the Drawings shall not be measured for payment.
5.Measurement shall be only for the seen surfaces of elements. Overlapping and measuring items twice under separate headings shall not be allowed.
6. Suspended concrete slabs shall be measured superficially and as follows :
a)from the center to center for external walls
b)from the external to the external face of the outer drop beams for walls
7. All beams, drop beams, projection including sun breakers and any part casted together with the slab shall not be measured and is deemed to be included in the price of the slab
8. Columns are to be measured from the top level of the slab to the bottom level of the beam or dropped beam.
9. Prices for reinforced concrete elements shall include reinforcement.
10. Prices for ribbed slabs shall include reinforcement and hollow blocks and no separate item for blocks will be provided.
11.The columns necks shall be measured from the top level of the foundation or footing to the top level of the tie beam.
(B) Rates
Rates for concrete work shall include for:
1. Labor
2.Supply and storage of cement,
3. Supply and storage of aggregates and water,
4. Mixing and placing in position,
5. Packing and tamping around reinforcement,
6. Vibrating, Vibrating, compacting of concrete, additives and curing,
7. Grading, tamping and troweling,
8. Installing of formwork, shutters and supports and dismantling the same.
9. Supplying reinforcement and storing on site including cutting, bending and fixing in position and providing all tying wire, spacers, shop drawings and testing,
10.Finish to exposed faces,
11.Work of any cross-sectional area,
12.Work at any height,
13.Curved work,
14.Forming mortices and grouting in,
15.Forming grooves, throats, holes, chases, rebates, chamfers, splayed angles, moldings and the like,
16.Casting in or cutting and pinning plugs, holdfasts, brackets, and the like.
17.Hoisting to any height and bedding, jointing and pointing,
18.Wall ties.
19.Hollow blocks for ribbed slabs including supply, storage, laying and arranging.
20. Painting of exposed surfaces of underground reinforced concrete elements with two coats of hot bituminous paint or special cold bitumen (75/25), the strokes of each layer to be opposite to each other (for the buried parts).
21.Taking samples, performing any laboratory tests that may be required by the Engineer and providing certificates of test results.
16. Blockwork
(A) Measurements
1. Block work shall be measured net in squared meters. No deductions will be made for voids or openings of less than 0.5 square meters in area.
2.Thickness given refer to the thickness shown on the drawings and no allowance will be made for any additional thickness due to uneven or bad workmanship.
3. For the main building, prices of the reinforced concrete lintels, sills and beams over the length of the block walls are included in the rates of the block works
4.For toilet block, prices of the reinforced concrete lintels, sills and beams over the length of the block walls are included in the rates of the block works.
B) Rates
Rates for block work shall include for:
1. Labour
2. Supply and storage of cement.
3. Supply and storage of aggregates, water and other materials.
4. Manufacture, curing and supply of blocks.
5. Laying blocks including horizontal and vertical mortar joints.
6. Using closed ends blocks as required by the Engineer at all ends, openings, services locations etc.
7. Work of all classifications in any location.
8. Finishing fair and pointing to exposed faces.
9. Rough and fair cutting.
10. Cutting or leaving holes, chases, grooves, mortices, sinking's and the like and making good.
11. Cutting and pinning or building in ends of lintels, steps, timbers, rails, brackets, steel sections and the like, and making good.
12. Concrete filling and reinforcing rods to cavities at quoins and door and window openings.
13. Cutting and bonding at angles, intersections and the like.
14.Reinforced concrete lintels of same thickness as block and 20 cm. high all over the length of the wall over openings or where no openings are provided in the block partition lintel of 20cm thick should be provided at midst of the height of the block partition over the entire length. Including scaffolding and reinforcement of 4f 12 and stirrups of 1f 8 every 20 cm.
17. Stonework
(1st)Measurements
1. Stone works shall be measured net in squared meters.
2.Thickness given refers to the nominal thickness or the thickness shown on the Drawing.
3. Rubble stone walls shall be measured by volume.
4. Stone facing for drop beams of the suspended slabs will be measured same as the item of stone walls unless otherwise specified in the Bills of quantities.
5.No measurement shall be made for any recesses, projections sides or depth of stone pieces.

6.Measurement of door and window jambs and reveals, corner pieces, and the like is not applicable. The stone facades (either built or clad) shall be measured according to their vertical elevations excluding the openings. Neither the projections (including the sides of the stone cladded columns ...etc.) nor the recesses from the relevant facades shall be subjected to measurement as these are deemed to be included in the unit rates of the relevant stone works. No extra cost shall be paid to stone angles or any other special stone piece deemed necessary to properly complete the works as per drawings and specifications.

(B) Rates
Rates for stonework shall include for:
1. Labour
2. Supply and storage of cement.
3. Supply and storage of aggregates, water and other materials.
4. Shaping of the apparent faces of stones as per Drawings and the Instructions of the Engineer.
5. All special pieces such as corners, jambs, pieces around windows and doors and the like.
6. Fabricated wire mesh, dowels, hangers and all tying and fixing tools for stone cladding works.
7. Laying stones including coursing, bonding, and all mortar joints.
8. Works of all classifications in any location.
9. Face or surface finishing including all openings, returns, reveals and the like.
10.Rough and fair cutting.
11.Tying to backing material.
12.Concrete and block backing where included with stonework item.
13.Cutting or leaving holes, chases, grooves, mortises, sinking and the like, and making good.
14.Cutting and pinning or building in ends of lintels, steps, timbers, rails, brackets, steel sections and the like, and making good.
15.Pointing including cleaning of stones, scaffolding and dismantling the same and all incidentals.
16.Lintels and other reinforced concrete elements including reinforcement except those elements specified in separate items in the Bills of Quantities.
(C) Stone Specifications shall be as follows:

1.Specific gravity ( kg/m3 ) – Min. 2600.

2.Water absorption ( % ) – Max. 1%.

3.Distortion index – Min. 5.5.

4.Stiffness index (row call) – Min. 10 only for lime stones used in ground texture & exposed to traffic movements.

5.Crushing index ( Megapascal ) – Min. 55.

18. Plastering
A) Measurements:
Plastering to all areas shall be measured net in squared meters including openings which are less than 0.25 squared meter in area. The plaster doors and windows sills shall not be subjected to measurement, these are deemed to be included in the plastering of the relevant facades, ceiling and walls.
B) Rates
The price shall include for running rules:
1. Supply and storage of cement.
2. Supply and storage of aggregates and water.
3. Clearing of walls and other elements to be plastered and spraying with water.
4. Installation of scaffolding and dismantling the same.
5. Mixing and applying plastering to any surface, location, area, width and height.
6. Plastering to jambs and reveals of openings, side of columns, window sills,…etc.
7. All narrow widths for taking out joints on block walls or backing concrete face for key, for making good to frames around pipes and other fittings.
8. Making good around steel sections, pipes, tubes, bars, brackets, outlets and the like.
9. Curing.
10. Expanded metal lath, corner mesh, angle beads at all corners and plaster stops at openings, edges, expansion joints, sills,…etc. and where ever needed and according to the instructions of the Engineer.
11. Labour and all incidentals required as specified and/or detailed in Specifications and Drawings.
19. Carpentry And Joinery Work
(A) Measurements
1. Sizes of timber given in the Bills of Quantities are finished sizes and shall be as per Drawings.
2. Sizes of doors and other items mentioned in the Bills of Quantities shall allow for tolerance to suit the structural openings as per Drawings.
3. Wooden doors and pair of doors shall be measured in number or in squared meters for the structural opening or as mentioned otherwise in the Bills of Quantities.
4. Blackboards shall be measured in number or in squared meters as mentioned in the Bills of Quantities.
(B) Rates
Rates for carpentry and joinery work shall include for:
1. Labour.
2. Shop drawings.
3. Any length of timber.
4. Joints in the running length of timber.
5. Raking, curved or circular work and labors.
6. Frames, architrave, chalk holders and other holders and kick plates.
7. Allowance for plastering and tiling and the like.
8. Forming holes, angles, ends, miters, rebates, splayed edges, grooves, chamfers, scribed edges, rounded edges, rounded corners, notches, sinking's, fitted ends, far ends and the like.
9. Cutting and fitting around obstructions.
10. Forming moldings.
11. Nosing, bed molds, margins, and the like.
12. Facing and edging to blackboard.
13. Bedding and painting.
14. Grounds, blockings and backings.
15. Plugging concrete, block work, and stonework, and making good.
16. Ironmongery including cylindrical locks, handles, stoppers, screws, temporarily fixing, re-fixing, oiling and adjusting.
17. Providing two keys for each lock including tagging.
18. Hardware including nails, screws, dowels, cramps and the like.
19. Steel legs, brackets, bearers and other supports including painting.
20. Glass and glazing including cutting to size and putty.
21. Fly screening including cutting to size.
22. Preparing surfaces to receive finishes.
23. Painting, varnishing, polishing, oiling, and the like, to any area or width in any location including work in multi colors and cutting in edges.
24. All doors located at corridors and staircase shall be Hydraulic Jack door closer & fire rated and with push panic bar , for all fire rated doors UL certificate is required .
C. Wooden Doors
Wooden Doors 4.5 cm Thick single or double sashes. With (Frame).(4.5x3.5) cm hardwood (oak) edging and (2.7x9.5) cm soft wood stile. Edge strip banding of width 4.5 mm. plywood with oak over veneer on both sides, color for frames and Architrave as directed by engineer. Door paneling to be soft wood 4.5x2.7 cm. each 4 cm., frames and sub frames of hardwood 4.5cm thickness ( as per drawings), width according to the wall thickness’ and Allowance of 4 - 6 cm. thickness for plastering and tiling purposes, immersed in wood preservative before erection then embedded completely in sand - cement mortar and completely anchored as per specification. Price to include ironmongery, U shaped 10cm height from both sides at the bottom for internal doors, and at the bottom door stoppers, wired glass 4 mm thick for vision panel, Price includes also aluminum louvers of 25x65cm in the bottom for store doors ,gaskets cylindrical Lock (Approved by Palestine Standards Institution), and painting in three coats of oil paint in addition to primer coat. All as per Detailed Drawings, specification and instructions of supervisor engineer. price also include PUSH - PANIC BAR were needed , for all fire rated doors UL certificate is required
Note : the price of non structural ( Arch., Mech., Elec.) items shall include seismic resistance fixation according to details, FEMA requirement and IBC2012 Code.
20. Metal ( Steel and Aluminum ) Works
(A) Measurements
Metal works shall be measured in number or in squared meters as stated in the Bills of Quantities.
(B) Rates
Rates for metalwork shall include for:
1. Labour.
2. Preparing shop drawings.
3. Cutting,
4. Assembling.
5. Welding grinding and joining.
6. Drilling, countersinking, screwing, bolting and riveting.
7. Bedding and painting.
8. Frames, including galvanized steel frames for Aluminum windows and architrave.
9. Lugs, plugs, holdfasts and the like.
10. Gaskets, sashes, double weather strips and external and internal silicon filling around frames.
11. Ironmongery including locks, stoppers, handles, temporarily fixing, refixing, oiling and adjusting.
12. Providing two keys for each lock and padlock including tagging.
13. Hardware including cramps, dowels and the like.
14. Glass and glazing including cutting to size, putty and rubber.
15. Preparing surfaces for and painting one coat of primer before fixing.
16. Sealing.
17. Painting to any area or width in any location including work in multi colors and cutting in edges.
18. All other accessories and incidentals required to execute the work.
19. Note: - All doors and frames located at corridors and staircase shall be Hydraulic Jack door closer & fire rated ,

All windows located at corridors shall be fire rated for all fire rated doors UL certificate is required Note : the price of non structural ( Arch., Mech., Elec.) items shall include seismic resistance fixation according to details, FEMA requirement and IBC2012 Code.

21. Tilling, Flooring And Marble:
(A) Measurements
1. All tiling works (terrazzo, ceramics, marble) shall be measured net in squared meters and the rate shall include skirting. Skirting will not be included in the measurements..
2. Marble works for steps and treads of stairs shall be measured in linear meter. The tread and the riser shall be measured as a one unit, the rate shall include skirting; i.e. skirting will not be included in the measurements..
3. Marble works for sills for windows and other openings shall be measured in linear meter or in squared meter as stated in the Bills of Quantities.
4. Marble works for urinals shall be measured in number.
5. Parapet copping shall be measured in linear meter.
6. Marble works for stair flight’s skirting shall be included in (2) above.
(B) Rates
(1) Rates for finishes shall include for:
1. Supply and storage of cement.
2. Supply and storage of aggregates and water.
3. Mixing.
4. Hacking concrete, applying cement slurry or raking out joints of blockwork to form key.
5. Application to any surface.
6. Any width or area.
7. Any location and any height.
8. Beds, bedding and backing.
9. Finish to surface.
10. Finish to edges and arises.
11. Grouting and pointing.
12. Making good around steel sections, pipes, tubes, bars, brackets, outlets and the like.
13. Finish to falls, cross falls and currents.
14. Forming bays including joints.
15. Treating surfaces with dust proofer, hardener and the like.
16. Ends, intersections, angles, ramps, and the like on skirting.
17. Forming rounded top edges and coves at bottom on skirting.
18. Curing.
19. 5 cm thick x 50 cm width polystyrene spray foam (35kg/ m3- 300 kPa) for building external walls on the solid slab for ground and first floor and 5 cm thick x 240 cm width, for the cantilevered spaces on the first floor, also price includes 5cm light concrete layer over and around the width extruded polystyrene board.
(2) Rates for floor tiling: In addition to the related items stated above the rates for floor tiling shall also include:
1. Supply, store and cure of tiles.
2. Bedding and lining in cement and sand mortar
3. Sand or concrete filling as required by the Specifications.
4. Pointing and grouting with white cement.
5. Forming holes.
6. Forming grooves.
7. On site mechanical grinding and polishing.
(3) Rates for wall tiling: In addition to the related items stated above the rates for wall tiling shall also include:
1. Supply, store and cure of tiles
2. Plastering.
3. Cutting and patching around the services and other openings.
4. Mortar.
5. Purpose made tiles including rounded edge tiles and bullnose tiles.
6. Grouting, grinding, and cleaning.
22. Roof Finishes :
(A) Measurements
1. All finishes shall be measured superficially net unless otherwise stated clearly.
2. All finishes including triangular shaped fillets, except cement and sand lining to gutters, shall be measured on the slab surface only. Parapets and column stubs shall be included in the price and shall not to be measured.
3. concrete screed and waterproofing membrane shall be for horizontal projection of roof area as calculated on roof plan between plastered surfaces of parapets and walls only. Corner chamfers and vertical waterproofing shall not be measured. Expansion joint waterproofing shall not be measured, and shall be included in expansion joint unit prices.
(B) Rates
(1) Rates for cement and sand work shall include for :
1. Supply and storage of cement.
2. Supply and storage of aggregates and water.
3. Mixing.
4. Hacking concrete, applying cement slurry or raking out joints of block work to form key.
Application to any surface,
1. Any width or area.
2. Finish to surface.
3. Finish to falls, cross falls and currents.
4. Forming bays including joints.
5. Finish to edges and arises.
6. Proper finishing around steel sections, pipes, tubes, bars, brackets, outlets, and the like.
7. Ends, intersections, ramps, and the like, on fillets.
(2) Rates for waterproofing shall include for :
1. Preparation of surface.
2. Any area or width.
3. Cutting in edges.
4. Over laps, priming and treatment at the corners and floor drains.
5. Dressing over parapets and stub columns including forming groove to receive edge of plasticized bitumen membrane and sealing with elastic sealer.
(3) Rates for roof sheets shall include for :
1. Side and end laps, Fittings including bolts, hook bolts, screws and washers.
2. Sheets of any width or length.
23. Glazing Work:
(A) Measurements
1. Glass and glazing work is included within the items in which the glass is fixed and will not be measured separately.
(B) Rates
Rates for glass and glazing work shall include for:
1. Any size, shape and area.
2. Glazing to wood or metal.
3. Bedding edges.
4. Labors to edges.
5. Drilling holes and grinding.
24. Paintings and Decorating:
(A) Measurements
1. Painting and decorating walls, ceilings and the like shall be measured net in squared meters,
2. Painting and decorating to all other surfaces, inter alia, The doors and windows sills shall not be subjected to measurement as these are deemed to be included in the painting rates of the relevant facades, ceiling and walls.
(B) Rates
Rates for painting and decorating work shall include for:
1. Preparation of surface including puttying, sealing and priming.
2. Any area or width.
3. Any location.
4. Work in multi colors.
5. Cutting in edges.
6. All paint types shall be approved and having a supervision certificate from the PSI. as shown in color scheme map in drawing AD-034.

7.Gypsum works include all filling materials in the profiles needed to fix the elements and without any additional payment.

All elements needed for fixing the false ceiling including anchors, L,Z,T sections …. Etc.

Execute opening for mechanical and lighting fixtures.

8. Contractor's rates shall include supplying of all materials, workmanship, samples, primers, surface preparation, protection of painted surfaces, application to all heights as required of works, repairing of all damaged surface , and all other requirements as per specifications.
Note : the Price of non structural ( Arch., Mech., Elec.) items shall include seismic resistance fixation according to details, FEMA requirement and IBC Code
25. Asphalt Works
A) Measurement:
1. Base course works shall be measured net in squared meter or as specified in the Bills of Quantities in case of base course works are not included in the asphalt works.
2. Asphalt works shall be measured net in squared meter.
B) Rates:
Rates for base course and asphalt works shall include for:
1. Labour,
2. Supply and storage of base course materials.
3. Spreading, leveling, watering and compacting the base course to receive asphalt.
4. Supply and apply asphalt concrete.
5. Spreading by using Finisher.
6. Compacting.
7. Trimming, cutting and making good around edges, openings, corners and trenches.
26) Curbstone Works
A) Measurements:
Curbstone works shall be measured in linear meter.
B) Rates:
1. Labour.
2. Supply and storage of aggregates. Cement and water.
3. Supply and storage of curbstone.
4. Excavation in all kinds of soil including rocks, concrete and asphalt.
5. Supply and cast of blinding concrete as per Specifications.
6. Struts.
7. Laying curbstone including mortar.
8. Backfilling, leveling, watering and compacting.
9. Pointing and grouting.
10. Lowering curbs as entrance and ramps and where requested by the Engineer.
27- Demolition And Alterations:
A) Measurements
1. Unless otherwise stated, old materials shall be understood to become the property of the contractor and shall be cleared away.
2. Removing individual fittings, fixtures, engineering installations or the like from an existing structure shall be given as an item, stating the size, or enumerated.
3.Those required to be set aside for reaffixing shall be so described.
4. Removing finishing's or coverings to existing structures shall be given as Items, indicating the quantity, or in square meters. Stating the nature of the finishing or coverings.
5.Demolishing individual structure, or part thereof, shall be given as an item, stating the dimensions. Alternatively, demolishing all structures on site may be given one item.
6. Cutting opening in existing structures and alterations to existing structures shall be given either as an item or a number. Stating the size of the opening and the type and thickness of the existing structure.
7.Making good all work damaged shall be understood to be included. The provision of new lintels shall be included in the description of such work. The provision of temporary screens and coverings to protect the existing structure shall be understood to be included in the demolition and alteration items.
8.Shoring incidental to demolitions and alterations, together with clearing away and making good all work damaged shall be understood to be included. Shoring, other than that incidental to demolitions and alterations. Shall be given as an item stating the location; clearing away and making good all work damaged shall be understood to be included.
B) Rates
Rates shall include for:
1. Labour, materials and plant.
2. Temporary propping or shoring incidental to the Work.
3. Protection of adjacent buildings.
4. Temporary screens and protection of remaining finishing's and structures.
5. Clearing all debris from site.
6. Making good finishes and structures.
7. Disposal of old materials by Contractor unless otherwise stared in the description.
8. Removal of old materials to Owner store where these are to be retained by the Owner.
28- Non-Structural elements:
Prices includes the non structural elements fixation, calculation where needed
1. Shop drawings and calculations must be prepared by professional structural engineer experienced in the area of seismic force restraints.
2. The contractor should not install seismic restraints until seismic restraints submittals are approved by Engineer On Record (EOR).
3. The publications listed below (including amendments, addenda revisions, supplements and errata) form a part of this specifications to the extent referenced. The publications are referenced in text by basic designation only.
Non- structural elements definition, type, seismic restraints system, supports, and all requirements shall be as stated by the following publications:
1. IBC- Latest Edition.
2. Federal Emergency Management Agency - FEMA_e_74.
3. American Concrete Institute (ACI )-Latest Edition.
4. American Institute of Steel Construction (AISC).
5. American Society for Testing and Materials (ASTM).
6. American Society of Civil Engineers (ASCE 7)-Latest Edition.
29. STEEL STRUCTURE WORKS
A)Rates
Rates shall include :
1.Design and detail all welded or bolted connections as per specifications
2.designing , fabrication, packaging, transportation to the job site, haulage, carnage, lifting, storage and erection surveying, drawings, and dimensional accuracy
3.All connection materials, bolts, welds, shear, connectors or hammer driven screws, washers, nuts spring locking washers, plates, cleats, shop welding, site welding, drilling of holes and such like
4.All required materials that are related to the construction of the steel structure and the decking such as sandwich thermal panels, reinforcing bars, welded wire fabric, concrete, special details, accessories, adapters, fixings, sealants, connections, mountings, support and such like are shall be considered an integral part of the framing system and shall be deemed to be the responsibility of the contractor for supply and installation as per specifications and engineers instructions. subject to the approval of the engineer.
5.All form works and shuttering in any form, shape and size. Making chamfered and curved edges, allowing for and making grooves and sleeves. and the like. Removal of forms and cleaning of all exposed tie wires and rods. Proper finishing shall be done for the harmed surfaces and edges and all surface finishing.
6.Temporary support and formwork.
7.all steel sections should painted with hammer finish paint over one coat of primer (duco)

Project: Expansion of Tubas and Tulkarem Youth Development Resources Center

BOQ Preamble April 27, 2023 Page: &P/

1) Tulkarem YDRC BOQ

BILL OF QUANTITIES: EXPANSION OF TULKAREM YOUTH DEVELOPMENT RESOURCES CENTER
THE COSTS PROVIDED BY THE CONTRACTOR IN THIS BILL OF QUANTITIES ARE ALL INCLUSIVE FOR THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED IN THE BELOW DESCRIPTIONS OR NOT.
Item Ref.DescriptionUnitQuantityUnit Rate (US$)Total Amount (US$)
SECTION 1
1Excavation, Backfilling Site Works, Demolition And Alterations Works
1.1Demolition works:
Demolition of the existing walls, stairs, entrance, cesspit or Septic tank, etc. as shown on sheet No. AR03-01 ,Price Shall include removal of extra soil, debris, and organic materials, relocation of trees at building footprint, and demolition of 25m of roof parapet wall on the existing building. And existing sewage lines and manholes the excavations footprintL.S1.00$0.00
1.2Relocation of the electrical & telephone poles; the contractor shall verify the location of this Poles on site and coordinate with service Provider; price shall include all necessary civil and electrical works and all materials needed.L.S1.00$0.00
1.3a) Site Leveling to reduced level (Excavation and/or make up of levels for all Site including External Works And Existing Building). Cut in any kind of soil, Rock ,concrete, or asphalt; to the required Levels (reduced levels as required on drawings). Price shall include back filling with excavated suitable soil, or imported suitable material to the bottom level the extruded polystyrene boards for the building or Base course layer for the external works ,removal of extra soil, debris, and organic materials to the approved sites specified by authorities, Price also includes preparation of agricultural areas according to the levels in the general site layout plan. removal of any construction elements not needed in the site or filling cavities and wells with suitable materials.M.C300.00$0.00
1.4Excavation for foundations; in any kind of soil or rock to the levels shown in the drawings.
Price shall include back filling with excavated soil if suitable or imported approved materials up to bottom of the extruded polystyrene boards, removal of extra and unsuitable soil.M.C462.00$0.00
1.5Filling with Suitable Approved Material for quantities that are extra and above the quantities included in item 1.3.M.C400.00$0.00
Sub-Total Amount for Item No.1 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 2
SKELETON WORKS.
2CONCRETE WORKS.
2.1Supply and Cast Plain Concrete Class D7 for :
a ) Concrete for Blinding under foundations, footings & tie beams. Thickness should be at least 10cm or according to drawings.M.S390.00$0.00
b) Rubble Concrete Class D7 with Max. 30% crushed stones for filling cavities and voids, under foundation and according to Engineer instructions. . Price shall include cleaning and drying of the pitM.C50.00$0.00
2.2Supply and Cast Reinforced Concrete Class A3-24 price includes two coats of cold asphalt( NITOPROOF 30)for :
a)Foundations and wall footings for the buildingM.C188.00$0.00
b) Tie Beams.M.C22.00$0.00
c) Columns Neck & Reinforced Walls (Shear walls or/and Basement walls) below slab on grade Level Price shall include the columns attached on these walls. Price shall include Installing of 50 mm extruded polystyrene board XPS(35kg/m3-300 kPa) ,dimple sheet layer from the external side of the building external walls, to be installed from the top of foundations to the slab on grade or external finishM.C45.00$0.00
2.3Supply and Cast Reinforced Concrete Class A3-24 For suspended slab 15 cm thick, Price shall include surface leveling, finishing, polyethylene sheets 125 micron, 50 mm extruded polystyrene board XPS(35kg/m3-300 kPa) and all related work (measured for projected area).M.S373.00$0.00
2.4Supply and Cast Reinforced Concrete Class A3-24 for:
a)Stairs, landings and where required.M.C18.00$0.00
b)Reinforced Walls and parapet above slab on grade including attached columns.M.C230.00$0.00
c)Columns.M.C13.00$0.00
2.5Supply and install reinforced concrete Class A3-24 (fair face concrete finish). for Columns , Walls , Beams , Drop Beams and where needed The price shall includes any needed all accessories, special formwork system for fair concrete according to DrawingsM.C10.00$0.00
2.6Supply and cast reinforced concrete Class A3-24 for suspended solid slabs
a-25 cm thick .M.S700.00$0.00
b-20 cm thick.M.S80.00$0.00
Sub-Total Amount for Item No.2 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 3
SKELETON WORKS.
3STEEL STRUCTURE WORKS.
3.01Supply and install of wooden-galvanized Steel shed consisting of steel framing columns and beams, ( hard wood oak beams and horizontal louvers),price shall include galvanized steel base plate for columns, plates for the beams for fixing, wooden lovers and beams ,as per drawing and specifications.
a. For the roof (MW01,MW02,S901,S902, AR404)M.S63.00$0.00
3.02Supply and install of wooden-galvanized steel shed consisting of steel framing columns and beams, ( hard wood oak beams and horizontal louvers),price shall include galvanized steel base plate for columns, plates for the beams for fixing, wooden lovers and beams ,as per drawings and specifications
a. For the ENTERANCE (AR0405, MW03,MW04,MW05,S900,S902)M.S85.00$0.00
Sub-Total Amount for Item No.3 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 4
SKELETON WORKS.
4STONE WORKS PREAMBLE
4.1Supply and Build Stone Walls smooth textured “Mataba to the full length and height as shown in the drawings. Price shall include concrete backing of plain concrete Class A3-24 and concrete blocks 10cm thick.M.S1.00$0.00
4.2“Supply and clad first grade first class white stone uniform in color and texture and (jamain stone- band amoud), smooth textured Mataba,all stone to be cut in curve as per the details and radius. minimum stone thickness is 5 cm.All stone dimensions, high, layout as per elevations and details.
price shall include concrete filling of plain concrete Class A3-24, steel mesh 8 mm/ 20 cm horizontal and vertical, all ancillaries, the galvanized steel rod 6 mm, the galvanized steel brackets for each stone (each stone of row) to be applied each 1 meter of height, and 2 coat of brush bond, angles, lintels, windows jambs angles, doors jambs, flashing and sealing. As per drawings & specifications. CO 01- CO 02- CO 10 - AR801M.S520.00$0.00
4.3Supply install and clad dry fixation stone for ground floor slab. Price shall include 5 cm thick Mattabeh stone from jamain stone (Band amoud) or tafouh and the prefabricated fixation system from hazmetal, fisher or equivalent ( brackets, anchors, bolts), galvanized steel substructure(channels), elastic pointing and 2 coats of brush bond, As per drawings and specifications. C0 10M.S18.00$0.00
4.4Supply and install natural stone coping brushed finish for parapets. Price shall include grouting, fixation, Jampo screw not less than 12cm, two coats of BRUSHBOND (insulation& vapor barrier) or equivalent, flashing and sealing. As per drawings and specifications.CO 10- CO 06.
a- 7 cm thickM.R144.00$0.00
b-5cm thickM.R1.00$0.00
Sub-Total Amount for Item No.4 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 5
SKELETON WORKS.
5BLOCK WALLS WORKS PREAMBLE.
5.1Supply and Build Concrete Block Walls, 'Grade 35’ of any size blocks, All concrete block to be built as IBC , and calculations must be done for block partitions for horizontal and vertical joints ( beams) as drawings CO 04.
a. Blocks (10 Ten) cm thick.M.S23.00$0.00
b. Blocks (20 twenty) cm thick for internal partitions, parapets and external stair case walls at roof or where required.M.S175.00$0.00
c. Blocks (15 fifteen) cm thick for internal partitions, parapets and external stair case walls at roof or where required.M.S395.00$0.00
c. Blocks(25 Twenty five) cm thick for lift, internal partitions, parapets and external stair case walls at roof or where required.M.S10.00$0.00
c. Blocks(5 five) cm thick for shafts, internal partitions, parapets and external stair case walls at roof or where required.M.S5.00$0.00
Sub-Total Amount for Item No.5 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 6
INTERNAL FINISHES
6PLASTERING.
Internal plaster :
6.1Supply and apply Plaster for ceilings 20mm thick with some special acoustic additives to be supplied and installed.M.S107.00$0.00
6.2Three Coats of Cement and Sand Plaster including slurry coat to wallsM.S1,125.00$0.00
6.3Three Coats of External plastering (Cement and Sand Plaster). Price shall include waterproofing additive (W 290) and painting with standard approved color Waterproofing supercryl.M.S69.00$0.00
6.4Repair and maintain External plastering for existing walls price include Waterproofing additive (W 290) with the second and last face and painting with standard approved color Waterproofing supercrylM.S30.00$0.00
6.5Supply and apply external textured colored (stucco) Plaster for external and internal walls where shown in drawings , entrances gates,M.S780.00$0.00
Sub-Total Amount for Item No.6 Carried to Tulkarem YDRC Summary Table$0.00
SECTION 7
INTERNAL FINISHES
7TILING, FLOORING AND MARBLE WORKS
Price includes 5 cm thick x 50 cm width polystyrene spray foam (35 kg/ m3- 300 kPa ) for building external walls on the solid slab for ground and first floor and 5 cm thick x 240 cm for the cantilevered spaces on the first floor, also price includes 5cm light concrete layer over and around the width extruded polystyrene board.) for ground and first floor only. as per details and locations
7.1Supply and Install local stone mosaic tiles (5x10x1 cm) Wall Tiles (for parapets, price shall include sand mortar, pointing with white cement (flexible insulation), and two coats of BRUSHBOND. As per drawings and specifications. CO 05M.S183.00$0.00
7.2Supply and Install Non-Slip porcelain Floor Tiles R9 for toilets and kitchen. Price shall include sand with cement filling (Class D7 ), and epoxy grouting. As per drawings and specifications. CO 05M.S58.00$0.00
7.3Supply, Install and finish Pre-cast pre-polished Terrazzo Tiles , Price shall include Pre-cast Terrazzo skirting size (30 x 10 x 1.5 ) cm with same tiles texture, cement bedding, epoxy, required sand fill, and on site grinding where required. As per drawings and specifications. CO 09M.S12.00$0.00
7.4Supply and install porcelain tiles. price shall include mortar bed, sand fill material, skirting and epoxy grouting. Price shall include skirting. As per drawings and specifications.D7/Co05.M.S410.00$0.00
7.5Supply and Install Local Marble Sills, Thresholds, copping for parapet and wherever needed (3 cm. thick). price shall include cement mortar bedding , epoxy grouting and polishing of face and seen edge. CO 09
a – External window sills - for any widthM.R36.00$0.00
b – Internal window sills (20cm)M.R1.00$0.00

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .