copy of b.o.q..xlsx

Electronic copy of the BOQ shall be submitted along with the signed hard copy thereof. In case of any discrepancy between the soft and the hard copies, the hard copy shall prevail.

SAUDI COMMITTEE FOR

PALESTINIAN RELEIF

ITB 2013- 032

PAL 10-49740 /Construction of 300 Residential Units in Rafah

Package #8: Construction Tal El Sultan Secondary School #2 in Rafah

SECTION 9: PRICE SCHEDULE (Bill of Quantities)

BILL OF QUANTITIES

Tal Al Sultan - SCHOOL

A-THE MAIN BUILDING

PREAMBLE OFEXCAVATION, BACK FILLING AND SITE WORKS.

Excavation.General. 1. Excavation for foundation, trenches. Etc. shall be the actual dimensions shown on Drawings includingblinding area, and to be measured from Natural Ground Level or Reduced Level (which is lower), i.e.1. From Reduced Level when R. L. is lower than N. G. L. 2. From N. G. L. when N. G. L. is lower than the Reduced Level.3. Top agricultural soil to be excavated and relocated at contractor’s expense up to depth of 75 cm as stated in item 11 below. Quantities to be calculated and reimbursed do not include this 75 cm layer.2.Allowance for working space is not applicable, unless it is clearly specified in the Special Conditions. 3. The price of excavation for foundation of retaining walls and B/W are including in the concrete foundationprice. 4. Price to include removal of site obstacles, rocks, trees and all debris from site, including any necessaryrerouting of infrastructure works, such as piping, conduits, etc... Price also to include maintaining all trees thatare not obstructing the buildings, boundary walls, courts and roads. 5. Each layer of backfilling shall be tested separately, on the contractor's expense, prior to applying the nextlayer.6. 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 are deemed to be included in his rates.7. Excavated soil shall be classified and retained, to back fill with suitable fill material and to place agriculturalsoil as where needed as shown in the drawings and as instructed by the Engineer. The extra and unsuitable soilshall be removed, on the contractor’s expense with no extra cost. 8. Prior to commencement of site leveling or any excavation, the Contractor shall obtain Engineer’s writtenapproval on the contour grid of 5m exam map, checked jointly by the contractor and the Engineer, theexcavation profiles and sections showing all levels and dimensions, and the calculations of excavationquantities.9. Excavation shall be in Cubic Volume, the net measurements of the excavated elements as shown in thedrawings, no allowance shall be made for increase in bulk after excavation.10. Hard Core beds shall be of not less than 15 cm. thick. And measured in Meter Square, (the net measurementof the finished surface). No extra rate shall be paid for Leveling, ramming and filling of voids under the hardcore.11. Rate of Excavation shall include :- Removal of top agricultural soil, containing roots and organic materials. Up to 75 cm. Deep. Excavation to any depth, in any shape, in any type of soil, below water table level and keeping excavation free of water. Leveling, ramming, trimming and grading excavation bottoms. Planking and strutting. Cost of lab. Tests of works and materials.

Package #8: Construction of Tal El Sultan Secondary School #2 in Rafah ITB 2013‐032

Bill No (1)1. Mobilization & Demobilization

All works according to particular specifications, and supervisor engineer instructions.

1.1

Preparation the existing site include:1- Supply Site offices, shed, ground slab, equipments, and furniture for both supervision and contractor. 2- Access road to and through the site.3- Transportation & Communication for the contractor team and for the supervision engineers as well

L.S. 1

1.2

Dismantle and remove all facilities, services, furniture, shed and any equipment related to the project supervisor and contractor office.As per the engineer instructon. LS 1

Total

Total Amount

US $

Item No.

Description Unit Quantity Unit Rate

US $ (letters)

Unit Rate US $

(Numbers)

Contractor's Signature and Seal


Bill No (A)1.EXCAVATION & EARTHWORKS

Contractor shall take into consideration that all – directand indirect works and expenses required for thecompletion of the coming items are included in the uintprice.All works must be according to drawings, specificationand engineer instructions. Rates shall include : 1. Shore up the sides of excavation and take allprecautions to keep the adjacent buildings and existinginfrastructure utilities (sewage, water, electricity andtelecommunication works )safe. And repaire anydamage occure in the site.2. Cleaning the site and removing all debris and rubblesto approved dump site. 3.Approval of Bench mark and leveling network beforeexcavation works. 4. Backfilling in layers not more than 25cm thick foreach layer and compaction to 98% of MDD. 5. Safety precautions to protect neighbor utilizes andpersons. 6. All required Tests should be accommedated by anapproved lab.7. Laying out the buildings coordinates to be carrid outby profesional surveyor using total station device.8.price include leveling and backfilling from importedsand to make up level around buildings up to the top ofexternal ground beams levels.9.All the above mentioned and following specificationsis part of the contractor obligations.

1.1 Excavation in sandy soil or any other soils including backfilling with selected or imported sand material around foundations & any other element up to ground slab level in layers not more than 25cm thick for each layer with compaction to 98% of MDD. The works including compacting the design soil surfaces to get (98% MDD), The price also includes transportation of the disapproved excavated material to approved dump area according to supervision engineer’s instructions.

L.S. 1

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)2. Concrete Works.

Rates of Concrete Works shall include:‐

1. All form works and shuttering (new lumber for shuttering

painted by special oil ) in any form, shape and size . Making

chamfered and curved edges, allowing for and making

grooves and sleeves and using Tie Rods (Batant) for concrete

walls ; removal of forms and cleaning of all exposed tie wires

and rods. Steel forms must be used in shuttering the external

decorations.

2. Fuel or burned oil is not accepted to be used for painting

the lumber before use the form.

3. Supplying, Casting, vibrating and curing as per

specifications.

4. Approved additives and admixtures.

5. Incurred costs on New Concrete Job Mix Designs, Sampling

, testing and providing test results certificates, storing and

saving of samples.

6. Painting of exposed surfaces of underground reinforced concrete elements with two coats of hot bituminous paint (75/25) after primer layer , the strokes of each layer to be opposite to each other.7. Preliminary installations for Electrical, plumbing and floor drainage in floor slabs including final floor slab.8. Compaction and testing under the foundation, ground beams, ground slabs and Apron. the compaction should not be less than 98% of MDD.

9. All works according to specifications , drawings and supervisor engineer instructions Note : All prices of concrete item should include the steel reinforcement works as the follwoing:

10.Supply, fabricate and fix reinforcement steel (fy= 410 N/mm2) for all the structural elements according to drawings and engineer's instructions for any grade, size and length as detailed in the drawings, storing on site including cutting, bending and fixing in position and providing all tying wires, spacers, shop drawings, testing and bar bending schedules .All works according to specifications , drawings and supervisor engineer instructions

2.2 Supply and cast ready mix reinforced concrete B(250) kg/cm2 for the ground slab 10cm thick with steel mesh 8mm diameter every 20cm including polythene sheets below concrete slab and compacting the soil beneath the slab to 98% of MDD.as per specifications and drawings. M2 950

2.3 Ditto but 10cm thick entrance ramps and platform. M2 202.4 Supply and cast ready mix reinforced concrete B (250)

kg/cm2 for foundations (isolated, strap & inverted T sec.) as per specifications and drawings. M3 140

2.5 Ditto but for ground beams including ground beam for the platform. M3 63

2.6 Ditto but for strap beams between the foundations. M3 302.7 Ditto but for canopies. M3 252.8 Ditto but for all elements of stair case including the entrance

stairs. M3 32

Total Amount

US $

2.1 Supply and cast ready mix plain concrete B (200) kg/cm2 for Blinding beds 5 cm thick including polythene sheets as per specifications and drawings. M3 23

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)2. Concrete Works.

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)2.9 Ditto , but for wall parapet in corridors under steel balustrade

in the gnd. floor, ramp side walls, roof expansion joints walls & for stair case walls parapet M3 8

2.15 Ditto, but for stair case slab M2 1002.16 ditto, but B250 reinforced concrete for Apron (surface treated

with mechanical steel toweled finish) the price include polythene sheets. Reinforcement Ø 8mm / 15 cm in both way and reinforced edge beam. The price including 15cm thick compacted base coarse to 100% of MDD according to drawing and specification. M2 230

2.14 Supply and cast ready mix concrete B (250) kg/cm2 for suspended hollow block slab 20 cm thick, including the reinforced steel, decorative arches in last slab, corridor concrete parapet, under steel balustrade for the typical slab, hollow cement block 40 x 25 x 14cm, all drop and inverted beams everywhere in the slab and all other materials as per specifications and drawings. M2 2650

2.13 Supply and cast ready mix reinforced concrete B (300) kg/cm2 for columns and columns necks as per specifications and drawings. M3 115

2.12Ditto but plain concrete B200 under water tank. 10 cm thick. M3 3

2.11 Supply and cast ready mix concrete (B150) for stub columns at the roof. M3 9

2.10. Ditto but for sills, lintels, concrete wall (hunches for doors), gas room elements .etc. M3 60

Total



Bill No (A)3. Building Works

The price include: 1- supplying hollow or solid cement block from goodand approved factory in perfect dimension and build it

in good manner with a compressive strength 35 kg/cm2

for hollow block and 60 kg/cm2 for solid block. Thisitem will include cement mortars, reinforced concreteinfill (B250) between columns & block walls (10-20 cmwide) with 1Ø8mm/40cm horizontally and 2Ø8mmvertically according to drawings, pipes encasement,false columns 20x20 cm/4.0m among the parapet wallwith 4Ø12mm and bituminous paper between blockwork and drop beams & all requirements needed tofinish the works according to the drawings, specificationand to the supervision engineer instructions.

2- Providing samples for approval and all the requiredtests.

3.4 Supply and build solid cement block 40x20x20 cm, under ground beams, and external boundary for building including painting the buried parts with one coat of primer and two coats of hot bitumen (75/25) after primer layer.

M2 170

3.3 Ditto but 40x20x 10 cm thick. M2 85

Ditto but 40x20x 15 cm thick for the roof wall. M2 80

Total

3.1 Supply and build hollow cement blocks 40x20x20cm. M2 1600

Total Amount

US $

3.2

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)4. Carpentry works

The items include supplying carpentry works from good wood grade “A” including frame cover mould, architrave and at least two coats of oil paint, 15cm Aluminum kick plate 1mm thick from both sides , hard ware locked type Wally switch or equivalent and brass hinges 10cm height, door stopper and all other fitting according to specification and drawing .

4.2 Ditto but type D2 overall size 90x 220cm x45mm thick. No 4

4.3 Ditto but type D4 overall size 110x220cmx4.5mm thick. but with signal lock.

No 2

4.4 Ditto but type D3 overall size 80x220x4.5cm th. No 2

4.5 Supply and fix soft wood cover fillets size 50mm x 20 mm for blackboards including oil painting as per specification and drawings.

Mr 170

4.6

Supply and fix 100mm x 55mm soft wood, chalk shelves smoothed and grooved once, screwed to block work using mild steel angle 60x60x5mm including priming and oil painting.

Mr 110

4.8

Supply and fix soft wood poster hanging rails size 50mm x 20mm with round edges, smooth surface , apply two coats of sanding sealer, sand lightly and apply two coats of varnish,one coat of Lucker paint. drill and fix to concrete or block walls using expansion steel bolts as per specification and drawings..

Mr 145

4.9

Supply and fix soft wood rubbing rails size 150mm x 20mm with round edges, smooth surface , apply two coats of sanding sealer,one coat of Lucker paint. sand lightly and apply two coats of varnish, drill and fix to concrete or block walls using expansion steel bolts as per specification and drawings..

Mr 530

4.10Display panel size 120x100cm play wood 1cm thick and colored (mokkete) fixed on plywood according to drawings.

No 28

Supply and fix 120x20mm soft wood coat hook rail smoothed , plugged and screwed to wall at 30cm center to center including priming and varnish painting with Galvanized steel coat hook 3mm thick, screwed to rail at 20cm center to center as per specifications and drawings and to be approved by the engineer.

Mr 105

Total

4.1 Supply, fix & paint flushed wooden external double leaves door type D1, overall size 125 x 220 x 4.5cm thick, complete with the above preamble.

No 20

Total Amount

US $

4.7

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)

The item include supplying white aluminum windows section

7000 with two rails, with min. wall thick 1.5mm (to be

approved by representative engineer )as frame, glass 4 mm

thick, ironmongery , accessories and hard ware as per

specification and drawings

5.1

Supply and fix white aluminum window section 7000 type

W1. , overall size 250 x 120cm, complete with frame, white

color, four sliding leaves ,clear glass 4mm thick, ironmongery

and hardware. and as per specification and drawing.

No 56

5.2 Ditto but, Type W2 overall size 125 x 120cm No 255.3 Ditto but two leaves type w3 over all size 250 x 80cm No 53

5.4 Ditto but type W3* overall size 1.25 x80cm (two leaves). No 3

5.5Ditto but section 4500 W5 overall size 60x60cm with two

hinges at the mid as per specification and drawings No 3

5.6

Supply and fix steel protection for windows over all size W1

(ground floor) 250x110 cm .the prices including mild steel

frame size 40 x 8mm thick, vertical steel plate size 20mm

wide x 8mm thick fixed every 12cm (clear distance),

decorative circles 20x2mm, all by welding to the frame. Fixed

on walls by steel angle ties, painting with one coat of primer

undercoat and at least two coats of oil paint, all according to

drawing, specification and engineer instructions.

.No 16

5.7 Ditto but window size W2 125x110cm (ground floor) .No 55.8 Ditto but window size W3 250x70cm. .No 535.9 Ditto but window size W3* 125 x 80cm .No 3

5.10 Ditto but window size W5 60x60 cm .No 3

5.12 Ditto but window size 125x80cm for first and second floor No 20

5.13

Supply and fix mild steel balustrade 40cm high for the

corridors comprising of M.S. hollow section tubes 40 x 20 x 2

mm verticals spacing 10 cm clear distance, and welded

60x40x2 mm top and bottom rails fixed to columns and

bottom parapet using expansion bolts, rates includes M.S.

end angles, painting with one primer, one under coats and

minimum two coats of oil paint, (the color to be approved By

the Supervisor Engineer and as drawings and specifications).

Mr 260

5.14 Ditto but high 60cm for staircase handrail. Mr 85

5.15

Supply and fix galvanized steel balustrade for stair case pipe

Ø 1.5” 2mm thick fixed to walls by steel plate and 3 bolts

every 2m and 10cm space between wall and the pipe, the

works include oil painting and all Accessories needed to finish

the work according to Eng. Instructions and specification.

Mr 90

5. Metal works

5.11 Ditto but window size 250x80cm for first and second floor No 40

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)5. Metal works

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

5.16

Supply and fix flush galvanized steel double external door

DS1 (125 x220x4.4cm), new double sheets (2‐mm thick),

complete with frame 3mm thick, ironmongery, hardware and

oil painting, with hard ware locked type Wally switch or

equivalent and all requirement as latches, locks…etc as

specified in the drawings and specifications for ground floor.

.No 6

5.17 Ditto but single door DS2 90x220cm No 8

5.18

Supply and fix double leaves Gas store door 250x105cm with

steel wire mesh 50x50x3mm fixed be steel angle size

50x50x5mm and 40x40x4mm mild steel stiffener, complete

with frame ironmongery, hard ware and oil painting. The

price includes approved lock EU made and all requirement as

latches, locks.. etc as specified in the drawings and

specification and to be approved by the representative

engineer.

No 1

5.19

Supply and fix steel cover for the access opening to the roof

(opening 80cmx80cm). The item includes angle frame,

pyramid shape steel sheet, counter weight, locks, oil

painting,…etc. as shown in the drawings and specifications.

No 2

-5.20Supply and fix a flag pole made of painted galvanized pipe

1.5" ,3m length with welded pulley.No 2

Total



Bill No (A)6. FINISHING works

A- Plaster worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : Supply of all needed materials, including galvanized angles for the corners, windows and external decoration as well as the use of galvanized wire mesh between concrete and block work. Preparation works by covering all conduits of electricity, water supplies , etc, with a galvanized wire mesh at least 20cm width coated by mortar (1:1) cement : sand and the work includes removal of wires and nails and cleaning of surfaces to be ready for

Contractor shall take into consideration that all – direct and indirect works and expenses required for the completion of the coming items are included in the uint price.Trimming of concrete chippings, removing the wires and etc. and cleaning of existing surfaces to be ready for plastering.The work shall include checking out all of the preliminary installation in ceilings and walls such as electrical, water supply and waste water pipes and repairing the damages if any.This should be done prior to commencement of plastering and after obtaining a written approval from the supervision engineer.Curing with water for at least three days for each coat.

B- Tiles worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : 1. Samples for approval and all the required tests.2. Cleaning, mechanical polishing and pointing using 3.Insulation works under ceramic floor tiles for upstairs bath rooms and kitchens using primer coat, two hot bitumen coats (75/25) 4. Plastic angle beads for ceramic wall tiles and Aluminum angle for ceramic of walls at the corners and top and sides of ceramic edges.5. Local marble must be Grade (A) free cracks and clay flaws.6. Measuring the stockpiled quantities of tiles and obtaining the engineer approval prior to shipment to the site.7.Transporting and carefully handling the stored quantities to the site.

6.1

Supply and make internal plastering 13 mm thick for ceiling

,walls and soffits. The work includes rough primer nail

rendering to form a key with (mix 1:1) cement sand, second

layer 13mm: Base‐Coat "Rendering" with (1:3:0.25) cement:

sand mortar: lime and third layer: Finishing Coat with (1:1:1)

cement: sand mortar: lime . Works include all materials

needed to finish the works according to specifications ,

drawings and supervisor engineer's instructions

M2 7000

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)




Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

6.2

Supply and make internal plastering for black board size

400X125cm, three coats using lime free mortar , apply at

least 2 coats of glue putty, sand surface until smooth, apply

one coat of undercoat ,allow to dry ,sand lightly then apply

liberally and brush two coats of chalkboard green oil paint

as per specifications and drawings.

.No 26

6.3

Supply and make external plastering 20mm thick to walls

with four faces : the first is the rough nail rendering (mix

1:1) cement sand; the second is 5mm thick mortar (mix 1: 2)

cement:sand, the third is the undercoat 13mm (mix 1: 3

:0.25) cement:sand:lime, the forth is two coats of Tyrolean

finish ( mix 1: 3) white cement to fine aggregate (Quartiz)

and all is according to specifications , drawings and

supervisor engineer's instructions

M2 1500

6.4

Supply and make external plastering 20mm thick for

decorates at four faces : the first is the rough nail rendering

(mix 1:1) cement:sand, the second is 5mm thick mortar (mix

1: 2) cement:sand, the third is the undercoat 13mm (mix 1:

3 :0.25) cement:sand:lime; the forth is make Finishing Coat,

smooth surface with (1:1:1) cement:sand mortar:lime. and

all this is according to specifications , drawings and

supervisor engineer's instructions

M2 1300

6.5

Supply and install terrazzo floor tiles (grade A) size

25cmx25cmx2.5cm with Basalt stone laid on 2cm mortar

bed and 5 cm thick sand bed and terrazzo skirting 25cmx

7cmx1cm including all materials and testing as per

specifications and drawings.

M2 2400

6.6

Supply and cast terrazzo edge beam 24cm wide x 6cm thick

of the same kind and color of the floor tiles including

smoothing the surfaces and edges (for corridors and

thresholds.) as per specifications and drawings.

.Mr 200

6.7 Ditto but for stair case handrail coping size 15cmx4cm. Mr 50

6.8

Supply and install local marble (grade A) size 25 cm wide x

3cm thick for windows sills laid on 2 cm thick mortar bed

including polishing and grooving as approved by the

representative engineer and as specification and drawings..

Mr 280

6.9-

Supply and lay precast terrazzo stair treads size 35 cm wide x

4cm thick chamfered once , rebated once and laid on 2cm

thick mortar bed same color and kind of the floor tiles and

the price including terrazzo stair risers size 12.4cm high

x2cm thick and skirting 20cm high x2cm thick on the both

sides as specification and drawing.

Mr 280

6.10Supply and install best quality non slipping ceramic floor

tiles (grade A) size 20 cm x 20cm x 6mm thick as

specification and drawings.

M2 35




Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

6.11

Supply and install white glazed wall tiles (grade A) size 20 cm

x 20cm x 6mm thick laid on mortar backing up to lintel level

as specified in the drawing and approved by representative

engineer.

M2 110

6.12

Supply and install high quality Granite 250x60x2cm thick

(Tiger) for top cover of kitchen. The price includes local

marble grade A for two direction supporting, for, back,

shelves, skirting, aluminum doors, and all accessories, fitting

and making holes for sinks and water and gas supply as per

specification and drawings and to be approved by the

representative engineer.

No

1

6.13Supply and fix fire extinguisher, 6kg capacity filled with CO2,

fixed at 2m height. According to, specification, drawings and

as per Palestinian fire defiance requirements.

No 4

6.14 Ditto but filled with powder. No 4

6.15

Supply and install Gas supply system for laboratory, the

system including all required brass pipe, fitting valves,

distribution box, Burners.etc, and pipe should be pressure

tested and guaranteed against chemical attack and

approved by representative engineer and the civil defense.

the contractor shall submit work shop drawing to be

approve by the representative Engineer

.L.S 1

6.16

Supply and install high quality Granite 180x70x2cm thick

(Tiger) for top cover of students preparing bench. The price

includes local marble grade A for two direction supporting,

floor, mid separators, marble necessary to close around and

bottom of sink, and shelves, skirting and all accessories,

fitting and making holes for sinks and water and gas supply

as per specification and drawings and to be approved by the

representative engineer.

Unit

8

6.17Ditto but for teacher bench 200x80x2cm including marble

back Unit 1

6.18Ditto but for laboratory store bench size 255x60x2.0cm

including aluminum doors (kitchen doors) and including

marble back

Unit 1

Total



Bill No (A)7. PLUMBING works

7.1

Supply and fix white glazed fireclay hand wash basin size

56cm x43cm (HARSA Type) or equivalent, complete with all

water supply pipes ½", waste fitting, trap, plug and chain,

swan neck water tap( Hamat or equivalent) and mirror

60x60cm, and the drainage line 2” to the nearest floor trap.

No 3

7.2

Supply and fix white glazed fireclay Oriental squatting W.C.

suite (HARSA Type), or equivalent complete with plastic

double action flushing cistern, and fixed chromium plated tap

1/2”, including all water supply pipes ½", flushing

mechanism, angle valves, 4” diam PVC drainage pipe to the nearest manhole as specification and drawings. as specification and drawings.

No 1

7.3 Ditto but European W.C , including heavy duty cover. No 2

7.4

Supply and fix floor trap 4inch diameter, complete with heavy

duty brass grating and 4”& 2” PVC drainage pipe to the

nearest manhole or next F.T and including S trap if needed as


No 14

7.5

Supply and install Galvanized steel pipe and fittings (1”)

including insulation with asphalt paper, excavation &

backfilling with clean sand , jointing using all necessary

fittings, valves and fixing with brackets screwed to concrete

or block work as specification ,drawings and engineer

instruction.

.Mr 250

7.6 Ditto but (3/4”). .Mr 75

7.7

Supply and fix oil painted galvanized steel threaded pipe 3”

including jointing, fittings Tee ,elbows ,shows,& fixing to

walls with metallic brackets and 3 inch diameter wire balloon

grating, caps on the top ends and floor traps in all floors as


.Mr 180

7.8

Supply and fix water storage plastic tank 1.5 m3 capacity with

locks for cover, with approved type not less than 32 kg

weight, complete with lockable cover, 1 inch diam.

automatic float valve, overflow pipe (1”diam) and drip tray,

with all connections for rising main and distribution pipe

work and stop valves 1” with all accessories as specification

and drawings, including painting tanks with white oil paint .

.No 6

7.9

Supply and install UPVC pipes 160mm, SN8 for drainage, with

sockets ,work includes excavating of trenches (depth 0.75‐

1.5m),bedding, compacted backfilling with clean sand in

layers not more than 25 cm, connecting to the manholes and

hydraulic test according to the specifications and drawings

.Mr 200

7.10- Ditto but 110mm diameter. .Mr 55

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)7. PLUMBING works

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

7.11

Supply and install concrete manhole of internal diameter 60

cm ,and (50‐100) cm depth according to the required level,

10cm thick plain concrete for walls and base, slab, with cast

iron cover with frame 50cm opening, 8 ton bearing capacity,

including excavation, backfilling, hunching and making good

according to specification ,drawing, and the engineer

instructions.

No 10

7.12 Ditto, but 80 cm internal diameter (105‐150cm)depth .No 8

7.13

Supply and fix white glazed fireclay laboratory sink size

60cmx40cm (HARSA Type) or equivalent, complete with

water supply pipes ½” , waste, fitting, trap, chain, long swan

neck water tap ( Hamat or equivalent), and the drainage line

2” to the nearest floor trap as specification and drawings

.No 11

7.14

Supply and Install a standby booster pump with capacity = 5

m3/hr and head equal 30 m. The item includes all the

required fittings & equipments (valves, T, elbows, non return

valves,. etc.), also the item includes steel box protection with

lock, automatic operation device and connecting to electrical

source with needed cables and all as Representative

Engineer instructions as specification and drawings

L.S 1

7.15

Supply & install, water meter device, type (ARAD) or

equivalent 1”, with gate valve 1” inch diameter, jointing, and

connection to the existing water supply pipe 4” including all

required fittings and accessories and as specification and

drawings.

.No 1

Total



Bill No (A)8. ROOFING works

8.1

Supply and cast foam concrete with fine aggregates for roof screeding of average thickness 7 cm as shown in drawing. The item will include making the angle fillet 5x5cm around the boundary of the parapet .

M2 850

Supply and lay one layer of plasticized bitumen roofingmembrane with chipping 4 mm thick, including primingconcrete surface prior to laying, dressing into rain wateroutlets to form water proofing seal and cover the anglefillets. The rate include verticals parts skirting as perspecification and drawings.

Note: Measurement will be for the horizontal projection

8.3Supply and Execute expansion joint on the roof asdetailed in drawings including, polystyrene sheets 2cmthick, mastic sealant as per specification and drawings.

.Mr 20

Note: The concrete work not included

8.4

Supply and Execute expansion joint in the corridor floor as detailed in drawings, including polystyrene sheets 2cm thick, mastic sealant, aluminum angles 40x65x3mm as in specification and drawings.

.Mr 21

8.5

Supply and Execute expansion joints and cover for backcolumns, front columns and corridor soffits as detailedin drawings including polystyrene sheets 2cm thick,mastic sealant and aluminum strip size 100 x 3mmscrewed to walls or soffits from one side as perspecification and drawings.

Mr. 80

8.6Supply and fix polystyrene sheets 2cm thick for foundation’s expansions joints as per specification and drawings.

M2 25

Total

8.2 M2 850

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (A)9. PAINTING works

All the painting materials should be approved and testedby approved local laboratory and have the finalApproved from the Eng.

9.1

Supply and Paint the internal walls up to a high of 2.2mabove finishing floor level with one coat pendrole, twocoats of putty, one undercoat primer and two coat of oilpaint as specified in specification and approved byrepresentative engineer.

M2 2400

9.2Supply and Paint one-primer and minimum two coats ofPoliside for internal walls, ceiling and drop beams asspecification and drawings.

M2 4500

9.3

Supply and Paint, external walls with one coat of Pendrole primer and at least two coats of External quality of colored emulsion (Weather Shield) or equal approved as specification and drawings

M2 2600

Total

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)


BILL of QUANTITIES


( B ) -CANTEEN


Bill No (B)1.EXCAVATION & EARTHWORKS

Rates of Concrete Works shall include:-1. All form works and shuttering (new lumber for shuttering painted by special oil ) in any form, shape and size . Making chamfered and curved edges, allowing for and making grooves and sleeves and using Tie Rods (Batant) for concrete walls ; removal of forms and cleaning of all exposed tie wires and rods. Steel forms must be used in shuttering the external decorations.2. Fuel or burned oil is not accepted to be used for painting the lumber before use the form.3. Supplying, Casting, vibrating and curing as per specifications.4. Approved additives and admixtures.5. Incurred costs on New Concrete Job Mix Designs, Sampling , testing and providing test results certificates, storing and saving of samples.6. Painting of exposed surfaces of underground reinforced concrete elements with two coats of hot bituminous paint (75/25) after primer layer , the strokes of each layer to be opposite to each other.7. Preliminary installations for Electrical, plumbing and floor drainage in floor slabs including final floor slab.8. Compaction and testing under the foundation, ground beams, and ground slabs, the compaction should not be less than 98% of MDD.9. All works according to specifications , drawings and supervisor engineer instructions Note : All prices of concrete item should include the steel reinforcement works as the follwoing:10.Supply, fabricate and fix reinforcement steel (fy= 410 N/mm2) for all the structural elements according to drawings and engineer's instructions for any grade, size and length as detailed in the drawings, storing on site including cutting, bending and fixing in position and providing all tying wires, spacers, shop drawings, testing and bar bending schedules .All works according to specifications , drawings and supervisor engineer instructions Contractor shall take into consideration that all – directand indirect works and expenses required for thecompletion of the coming items are included in the uintprice.All works must be according to drawings, specificationand engineer instructions. Rates shall include : 1. Shore up the sides of excavation and take allprecautions to keep the adjacent buildings and existinginfrastructure utilities (sewage, water, electricity andtelecommunication works )safe. And repaire anydamage occure in the site.2. Cleaning the site and removing all debris and rubblesto approved dump site. 3.Approval of Bench mark and leveling network beforeexcavation works. 4. Backfilling in layers not more than 25cm thick foreach layer and compaction to 98% of MDD.

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)1.EXCAVATION & EARTHWORKS

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)5. Safety precautions to protect neighbor utilizes andpersons. 6. All required Tests should be accommedated by anapproved lab.7. Laying out the buildings coordinates to be carrid outby profesional surveyor using total station device.8.price include leveling and backfilling from importedsand to make up level around buildings up to the top ofexternal ground beams levels.9.All the above mentioned and following specificationsis part of the contractor obligations.

1.1

Excavation in sandy soil or any other soils including backfilling with selected or imported sand material around foundations & any other element up to ground slab level in layers not more than 25cm thick for each layer with compaction to 98% of MDD. The works including compacting the design soil surfaces to get (98% MDD), The price also includes transportation of the disapproved excavated material to approved dump area according to supervision engineer’s instructions.

L.S. 1

Total



Bill No (B)2. CONCRETE works

Rates of Concrete Works shall include:-1. All form works and shuttering (new lumber for shuttering painted by special oil ) in any form, shape and size . Making chamfered and curved edges, allowing for and making grooves and sleeves and using Tie Rods (Batant) for concrete walls ; removal of forms and cleaning of all exposed tie wires and rods. Steel forms must be used in shuttering the external decorations.2. Fuel or burned oil is not accepted to be used for painting the lumber before use the form.3. Supplying, Casting, vibrating and curing as per specifications.4. Approved additives and admixtures.5. Incurred costs on New Concrete Job Mix Designs, Sampling , testing and providing test results certificates, storing and saving of samples.6. Painting of exposed surfaces of underground reinforced concrete elements with two coats of hot bituminous paint (75/25) after primer layer , the strokes of each layer to be opposite to each other.7. Preliminary installations for Electrical, plumbing and floor drainage in floor slabs including final floor slab.8. Compaction and testing under the foundation, ground beams, and ground slabs, the compaction should not be less than 98% of MDD.9. All works according to specifications , drawings and supervisor engineer instructions Note : All prices of concrete item should include the steel reinforcement works as the follwoing:10.Supply, fabricate and fix reinforcement steel (fy= 410 N/mm2) for all the structural elements according to drawings and engineer's instructions for any grade, size and length as detailed in the drawings, storing on site including cutting, bending and fixing in position and providing all tying wires, spacers, shop drawings, testing and bar bending schedules .All works according to specifications , drawings and supervisor engineer instructions

2.1Supply and cast ready mix plain concrete B (200) kg/cm2 for Blinding beds 5 cm thick including polythene sheets as per specifications and drawings.

M3 1

2.2 Ditto, under cold water tank 10cm thick M3 1

2.3

Supply and cast ready mix reinforced concrete B(250) kg/cm2 for the ground slab 10cm thick with steel mesh 8mm diameter every 20cm including polythene sheets below concrete slab and compacting the soil beneath the slab to 98% of MDD.as per specifications and drawings.

M2 26

2.4Supply and cast ready mix reinforced concrete B250 kg/cm2 for foundations as per specification and drawings.

M3 2

2.5 Ditto but for ground beams. M3 32.6 Ditto but for lintels and sills. M3 2

2.7 Ditto but B300, for columns and columns necks. M3 3

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)2. CONCRETE works

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

2.8

ditto, but B250 reinforced concrete for Apron (surface treated with mechanical steel toweled finish) the price include polythene sheets. Reinforcement Ø 8mm / 15 cm in both way and reinforced edge beam. The price including 15cm thick compacted base coarse to 100% of MDD according to drawing and specification.

M2 40

2.9

Supply and cast ready mix reinforced concrete B250 kg/ cm2 for suspended hollow block slab 20 cm thick , including the reinforced steel, drop and inverted beams, hollow cement block 40*25*14, and all other materials needed to finish the work as per specifications and drawings.

M2 40

Total



Bill No (B)3. BLOCK works

The price include: 1- supplying hollow or solid cement block from goodand approved factory in perfect dimension and build it

in good manner with a compressive strength 35 kg/cm2

for hollow block and 60 kg/cm2 for solid block. Thisitem will include cement mortars, reinforced concreteinfill (B250) between columns & block walls (10-20 cmwide) with 1Ø8mm/40cm horizontally and 2Ø8mmvertically according to drawings, pipes encasement,false columns 20x20 cm/4.0m among the parapet wallwith 4Ø12mm and bituminous paper between blockwork and drop beams & all requirements needed tofinish the works according to the drawings, specificationand to the supervision engineer instructions.

3.1 Supply and build hollow cement blocks 40x20x20cm. M2 553.2 Ditto but 40x20x 15 cm thick for the parapet wall M2 10

Total

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)4. METAL works

The item include supplying white aluminum windowssection 7000 with two rails, with min. wall thick1.5mm(be approved by representative engineer )asframe, glass 4 mm thick, fironmongery , accessories andhard ware as per specification and drawings.-Steel work should be Paint with two coats of oil paint& one primer (polyzinc).

4.1

Supply fix and paint flush galvanized steel single leafdoor D4 all fittings overall size 110x220cm, doublesheet (2-mm), complete with frame ,ironmongery,hardware with locked type wally switch or equivalents..as per specification and drawings.

No. 1

4.2Supply and fix aluminum window W6, overall size120x120cm.

No. 3

4.3

Supply and fix galvanized steel protection for windowsover all size 120x110 cm .the prices including mild steelframe size 8mm thick x 40mm wide, vertical steel platesize 20mm wide x 8mm thick fixed every 12cm C.C bywelding to the frame and circular steel plate size20x2mm as stiffeners and two horizontal steel stiffenerssize 20x8mm. Fixed on walls by steel angle ties,painting with oil paint, all according to drawing,specification and engineer instructions.

No. 3

Total

Unit Rate US $

(Numbers)

Total Amount

US $

Item No.


US $ (letters)



Bill No (B)5. FINISHING works

A- Plaster worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : Supply of all needed materials, including galvanized angles for the corners, windows and external decoration as well as the use of galvanized wire mesh between concrete and block work. Preparation works by covering all conduits of electricity, water supplies , etc, with a galvanized wire mesh at least 20cm width coated by mortar (1:1) cement : sand and the work includes removal of wires and nails and cleaning of surfaces to be ready for plastering.


B- Tiles worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : 1. Samples for approval and all the required tests.2. Cleaning, mechanical polishing and pointing using grout.3.Insulation works under ceramic floor tiles for upstairs bath rooms and kitchens using primer coat, two hot bitumen coats (75/25) 4. Plastic angle beads for ceramic wall tiles and Aluminum angle for ceramic of walls at the corners and top and sides of ceramic edges.5. Local marble must be Grade (A) free cracks and clay flaws.6. Measuring the stockpiled quantities of tiles and obtaining the engineer approval prior to shipment to the site.7.Transporting and carefully handling the stored quantities to the site.

5.1

Supply and make internal plastering 13 mm thick for ceiling ,walls and soffits. The work includes rough primer nail rendering to form a key with (mix 1:1) cement sand, second layer 13mm: Base-Coat "Rendering" with (1:3:0.25) cement: sand mortar: lime and third layer: Finishing Coat with (1:1:1) cement: sand mortar: lime . Works include all materials needed to finish the works according to specifications , drawings and supervisor engineer's instructions

M2 55

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)5. FINISHING works

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

5.2

Supply and make external plastering 20mm thick to walls with four faces : the first is the rough nail rendering (mix 1:1) cement sand; the second is 5mm thick mortar (mix 1: 2) cement:sand, the third is the undercoat 13mm (mix 1: 3 :0.25) cement:sand:lime, the forth is two coats of Tyrolean finish ( mix 1: 3) white cement to fine aggregate (Quartiz) and all is according to specifications , drawings and supervisor engineer's instructions

M2 65

5.3

Supply and make external plastering 20mm thick for decorates at four faces : the first is the rough nail rendering (mix 1:1) cement:sand, the second is 5mm thick mortar (mix 1: 2) cement:sand, the third is the undercoat 13mm (mix 1: 3 :0.25) cement:sand:lime; the forth is make Finishing Coat, smooth surface with (1:1:1) cement:sand mortar:lime. and all this is according to specifications , drawings and supervisor engineer's instructions

M2 15

5.4

Supply and install terrazzo floor tiles size 25cmx25cmx2.5cm with Basalt stone laid on 2cm mortar bed and 5 cm thick sand bed and the price including terrazzo skirting of same kind and color of the floor tiles 25cmx7cm x1cm thick laid on 1 cm mortar

M2 25

5.5

Supply and cast terrazzo edge beam 25cm wide x6cm thick ofthe same kind and color of the floor tiles including smoothingthe surfaces and edges (for thresholds )as per specification anddrawing

Mr 2

5.6Supply and install white glazed wall tiles (grade A) size 20cmx20 cm x 6 mm thick laid non mortar backing up to lintel levelas specified in the drawing and approved by the engineer.

M2 35

5.7Supply and install local marble (grade A) size 25 cm wide x3cm thick for windows sills laid on 2 cm thick mortar bed asapproved by the engineer.

Mr. 4

5.8

Supply and install high quality Granite 410x60x2cm thick(Tiger) for top cover of kitchen. The price includes localmarble grade A for two direction supporting, for, back,shelves, skirting, aluminum doors, and all accessories, fittingand making holes for sinks and water and gas supply as perspecification and drawings and to be approved by therepresentative engineer.

Unit 1

Total



Bill No (B)6. PLUMBING works

6.1

Supply and fix stainless steel single bowel sink basinsize 80cm x40cm (type Foster), complete with watersupply pipes ½” , waste, fitting, trap, chain, long swanneck water tap ( Hamat or equivalent), and the drainageline 2” to the nearest floor trap as specification anddrawings

No 1

6.2

Supply and install Galvanized steel pipe and fittings (1”) including insulation with asphalt paper, excavation &backfilling with clean sand , jointing using allnecessary fittings, valves and fixing with bracketsscrewed to concrete or block work as specification,drawings and engineer instruction.

Mr 35

6.3 Ditto but (3/4”) internal diameter. Mr. 30

6.4

Supply and fix galvanized steel threaded pipe 3”including jointing, fittings Tee ,elbows ,shows,& fixingto walls with metallic brackets and 3 inch diameter wireballoon grating and floor traps as specification anddrawings.

Mr 4

6.5

Supply and fix water storage plastic tank 1.5 m3capacity with locks for cover, with approved type notless than 32 kg weight, complete with lockable cover,1 inch diam. automatic float valve, overflow pipe(1”diam) and drip tray, with all connections for risingmain and distribution pipe work and stop valves 1”with all accessories as specification and drawings,including painting tanks with white oil paint .

No. 2

6.6

Supply and install concrete manhole of internal diameter60 cm ,and (50-90) cm depth according to the requiredlevel, 10cm thick plain concrete for walls and base, slab,with cast iron cover with frame 40cm opening, 8 tonbearing capacity ,according to specification and drawing

No 2

6.7Ditto but with 80 cm internal diameter (100-150cm)depth

No 2

6.8

Supply and fix floor trap 4-inch diameter, complete withheavy-duty brass grating and 2-inch diam. UPVCdrainage pipe to the nearest manhole as specificationand drawings.

No 1

6.9Supply and install steel stop valve (1”) internal diameter including jointing using all necessary fittings as specification and drawings

No. 1

6.1

Supply and install UPVC pipes 160mm, SN8 fordrainage, with sockets ,work includes excavating oftrenches (depth 0.75-1.5m),bedding, compactedbackfilling with clean sand, connecting to the manholesand hydraulic test according to the specifications anddrawings

Mr 60

6.11 Ditto but 100mm (4”) internal diameter. Mr 10

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)7. ROOFING works

7.1Supply and cast foam concrete with fine aggregates forroof screeding of average thickness 10 cm as shown indrawing.

M2 40

7.2

Supply and lay one layer of plasticised bitumen roofing membrane with chipping 4 mm thick, including priming concrete surface prior to laying, dressing into rainwater outlets to form waterproofing seal and cover with angle fillets. The rate includes verticals parts skirting as per specification and drawings.

M2 40

Total

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (B)8. PAINTING works



M2 60

8.2


M2 80

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)


BILL of QUANTITIES


(C)-Construction of standard Basket and

Volleyball Playground


Bill No (C)1.Playground works

1.1

Supply ,spreading ,leveling , damping and compacting 20cm

(M.D.D 100%) of base coarse material with CBR≥80 including

the excavation and backfilling with approval clean sand or

kurkar leveling up to required levels, compaction of subgrade

to 98% MDD & removing trees or any other obstruction

items available in the proposed area of the playground and

removing all arising debris from the site according to drawing

specifications and under supervision .

M2 460

1.2

Supply and cast plain concrete B250 kg/cm2 for bases of

volleyball poles of size 70x70x70cm including excavation,

bitumen paint , backfilling with clean sand and steel sleeve

2.5”.

No. 2

1.3

Supply and cast ready mix reinforced concrete B250 kg/cm2

for the floor slab 12 cm thick including expansion joints, by

cutting the concrete slab 4mm thick & 5cm depth, mastic

sealant, polythene sheets below concrete slab and

mechanical steel trowelling for the surface, complete with

the boundary chamfered beams 20cm wide and 40 cm depth.

as per specifications and drawings.

M2 460

1.4

Supply and fix two galvanized steel pipes with standard

volleyball net, each pipe consists 2‐inch diam./3.2 mm thick

and 300 cm long pipe to be put inside the sleeve, work

includes priming, undercoats of two white oil paint.

L.S 1

1.5

Supply and fix movable galvanized steel basket ball towers as

detailed in the drawing including fiberglass board size

180x120x1.6cm with steel frame of angle 50x20x5mm.. steel

plate size 60x40x0.6 cm, standard steel ring and net as shown

on the drawings. The work also include painting of all the

steel elements with poly zinc primer and at least two coats

of while/black oil paint and the fibber glass board with black

and white colors.

No. 2

1.6

Painting of basket and volleyball playground lines 5 cm wide in two different colors (white and yellow) with special paint for sports and according to the engineer instruction.

L.S 1

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)


Tal Al - Sultan School

Bill of Quantities

D)-Construction of Boundary Wall


Bill No (D)1.BOUNDARY WALL WORKS

‐Compressive strength for solid block not less than 60kg/cm2.

‐Painting all the steel elements with one coat primer, under

coat, 2 coats of oil paint

* Rates of Concrete Works shall include:‐







decorations.




specifications.




saving of samples.

6. Painting of exposed surfaces of underground reinforced

concrete elements with two coats of hot bituminous paint

(75/25) after primer layer , the strokes of each layer to be

opposite to each other.

7.The excavation &backfilling with imported clean sand.

8. Compaction and testing under the foundation, ground

beams, and ground slabs, the compaction should not be less

than 98% of MDD.

9. All works according to specifications , drawings and

supervisor engineer instructions

10.Supply, fabricate and fix reinforcement steel (fy= 410

N/mm2) for all the structural elements according to drawings

and engineer's instructions for any grade, size and length as

detailed in the drawings, storing on site including cutting,

bending and fixing in position and providing all tying wires,

spacers, shop drawings, testing and bar bending schedules

.All works according to specifications , drawings and


* Compressive strength for solid block not less than

60kg/cm2.

* Painting all the steel elements with one coat primer, under

coat, 2 coats of oil paint

1.1Supply and cast plain concrete B200 kg/cm2 for blinding beds

5cm thick including polythene sheet as per specifications and

drawings.

M3 12

1.3 Ditto, but for top beams, columns and column necks. M3 35

1.4Supply and built solid cement blocks type A 40x20x15cm for

boundary walls as per specifications and drawings.M2 950


for foundations (Strap footing, and gnd. beam) as per

specifications and drawings for boundary walls.

Total Amount

US $

1.2 M3 75

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (D)1.BOUNDARY WALL WORKS

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

1.5

Supply and fix polystyrene sheets 18mm thick and applying

mastic sealant 2cm depth and aluminum strip at the both

sides for boundary wall expansion joint at foundation and the

super structure as per specifications and drawings.

Mr 100

1.6

Supply and make external plastering 15mm thick and colored

Tyrolean finish coats for walls and colored external painting

finish for soffits and columns according to drawings,

specifications and under supervision.

M2 2200

1.7

Supply, fix and paint two leaves steel gate size 450 cm wide x

310cm high comprising of steel angles 40x40x4mm for frame

and stiffeners, 2mm steel sheets, each leaf will be fixed to

reinforced concrete columns, three hinge pad lock 2” three

tower bolts and all needed accessories and rubber wheels

15cm diam as per specification and drawings

.No 1

Total



Bill of quantities

E - External Works


Bill No (E)1.External Works

1.1

Supply, spread , level and compact of 40cm thick in two layers of approved selected material ( Kurkar ) with CBR ≥30 to be spread as bedding layer prior to subsequent tiling including soil grading, leveling ,excavating, backfilling with approved material and all needed tests and compaction test 98 % for sub-base and Kurkar. The excess material form the site up to the required level as per specifications and drawings

M2 1200

1.2 Supply & Cast ready reinforced concrete mix B250 kg/cm2 for chamfered edge beams 20x30 as per specifications and drawings.

.M3 15

1.3Supply, spread, land, colored interlock tiles 8 cm thick with shape approved by engineer, the price includes 5 cm clean sand, compacting, tiles testing as per specification and drawing

M2 1200

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill of quantities

F - Toilet Block


Bill No (F)1.EXCAVATION & EARTHWORKS

Contractor shall take into consideration that all – directand indirect works and expenses required for thecompletion of the coming items are included in the uintprice.All works must be according to drawings, specificationand engineer instructions. Rates shall include : 1. Shore up the sides of excavation and take allprecautions to keep the adjacent buildings and existinginfrastructure utilities (sewage, water, electricity andtelecommunication works )safe. And repaire anydamage occure in the site.2. Cleaning the site and removing all debris and rubblesto approved dump site. 3.Approval of Bench mark and leveling network beforeexcavation works. 4. Backfilling in layers not more than 25cm thick foreach layer and compaction to 98% of MDD. 5. Safety precautions to protect neighbor utilizes andpersons. 6. All required Tests should be accommedated by anapproved lab.7. Laying out the buildings coordinates to be carrid outby profesional surveyor using total station device.8.price include leveling and backfilling from importedsand to make up level around buildings up to the top ofexternal ground beams levels.9.All the above mentioned and following specificationsis part of the contractor obligations.

1.1 Excavation in sandy soil or any other soils including backfilling with selected or imported sand material around foundations & any other element up to ground slab level in layers not more than 25cm thick for each layer with compaction to 98% of MDD. The works including compacting the design soil surfaces to get (98% MDD), The price also includes transportation of the disapproved excavated material to approved dump area according to supervision engineer’s instructions. L.S. 1

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (F)2.CONCRETE WORKS

Rates of Concrete Works shall include:‐







decorations.




specifications.




saving of samples.

6. Painting of exposed surfaces of underground reinforced

concrete elements with two coats of hot bituminous paint

(75/25) after primer layer , the strokes of each layer to be

opposite to each other.

7. Preliminary installations for Electrical, plumbing and floor

drainage in floor slabs including final floor slab.

8. Compaction and testing under the foundation, ground

beams, and ground slabs, the compaction should not be less

than 98% of MDD.

9. All works according to specifications , drawings and


Note : All prices of concrete item should include the steel

reinforcement works as the follwoing:

10.Supply, fabricate and fix reinforcement steel (fy= 410

N/mm2) for all the structural elements according to drawings

and engineer's instructions for any grade, size and length as

detailed in the drawings, storing on site including cutting,

bending and fixing in position and providing all tying wires,

spacers, shop drawings, testing and bar bending schedules

.All works according to specifications , drawings and


2.1Supply and cast ready mix for plain conc. B 200 under cold

water tank 10cm thickM3 2

2.2


for the ground slab 10 cm thick with steel mesh 8 mm

diameter every 20 cm including polythene sheets below

concrete slab.

M2 40

2.3Supply and cast ready mix reinforced concrete B250 for

foundationsM3 3

2.4 Ditto but for ground beams. M3 52.5 Ditto but for lintels and sills. M3 2

2.6 Ditto, but B300 for columns and column necks. M3 3

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (F)2.CONCRETE WORKS

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)

2.7 Ditto, but plain conc. B 200 under cold water tank 10cm thick m3 2

2.8

Supply and cast ready mix concrete B250 kg/cm2 for

suspended hollow block slab 20 cm thick, including the

reinforced steel, drop and inverted beams, making grooves

around the cantilever and all other materials, hollow cement

block 40x20x14cm as per specification and drawing

M2 70

2.9

ditto, but B250 reinforced concrete for Apron (surface

treated with mechanical steel toweled finish) the price

include polythene sheets. Reinforcement Ø 8mm / 15 cm in

both way and reinforced edge beam. The price including

15cm thick compacted base coarse to 100% of MDD

according to drawing and specification.

M2 60

Total



Bill No (F)3.BLOCK WORK

3 The price include:

1‐ supplying hollow or solid cement block from good and

approved factory in perfect dimension and build it in good

manner with a compressive strength 35 kg/cm2 for hollow

block and 60 kg/cm2 for solid block. This item will include

cement mortars, reinforced concrete infill (B250) between

columns & block walls (10‐20 cm wide) with 1Ø8mm/40cm

horizontally and 2Ø8mm vertically according to drawings,

pipes encasement, false columns 20x20 cm/4.0m among the

parapet wall with 4Ø12mm and bituminous paper between

block work and drop beams & all requirements needed to

finish the works according to the drawings, specification and

to the supervision engineer instructions.

3.1Supply and build hollow cement blocks type “A” 40x20x20cm.

M2 100

3.2 Ditto but 10 cm thick. M2 20

Total Amount

US $

Total

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (F)4.CARPENTRY WORK

4.1

Supply, fix and paint wooden single internal flush door type

D7 over all size 70x220x4.5cm complete with frame,

architrave, ironmongery, and hardware and 15cm aluminum

kick plate from both sides, 10cm brass hinges, steel latches

etc. & painting with oil paint according to the drawing,

specifications and under supervision.

No 12

Total

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (F)5.METAL WORK

‐The item include supplying aluminum windows type 4500

with min. wall thick 1.6mm and with all requirement as

frame, glass 4 mm thick, ironmongery , accessories and hard

ware as per specification and drawings.

‐Painting all the steel elements with one coat primer, under

coat, two coats of oil paint

5.1

Supply, fix and paint single external steel door type DS4 size

110x220cm complete with frame, ironmongery wally switch

type, latch, lock…etc. According to drawings, specifications

and under supervision.

No. 2

5.2

Supply and fix aluminum window type 7000 min wall thick

1.5mm , W7 , overall size 160 x 60cm, complete with frame,

white color, two sliding leaves and one for fly screen ,clear

glass 4mm thick, ironmongery and hardware. And as per

specification and drawing.

No 6

5.3 Supply and fix Aluminum window 4500 W8 60x60 cm

with two hinged at the mid as per specification and drawings.No 12

5.4Supply and fix 1” galvanize steel pipe protection fixed

regularly to concrete edges 180 cm lengths including painting

with two coats of oil paint and one coats of poly zinc primer.No. 18

5.5 Ditto but 120cm length. No. 36

Total

Total Amount

US $

Item No.


US $ (letters)

Unit Rate US $

(Numbers)



Bill No (F)6.FINISHING WORKS

A- Plaster worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : Supply of all needed materials, including galvanized angles for the corners, windows and external decoration as well as the use of galvanized wire mesh between concrete and block work.

Preparation works by covering all conduits of electricity, water supplies , etc, with a galvanized wire mesh at least 20cm width coated by mortar (1:1) cement : sand and the work includes removal of wires and nails and cleaning of surfaces to be ready for plastering.


B- Tiles worksAll works must be according to drawings, specification and engineer instructions. Rates shall include : 1. Samples for approval and all the required tests.2. Cleaning, mechanical polishing and pointing using grout.3.Insulation works under ceramic floor tiles for upstairs bath rooms and kitchens using primer coat, two hot bitumen coats (75/25) 4. Plastic angle beads for ceramic wall tiles and Aluminum angle for ceramic of walls at the corners and top and sides of ceramic edges.5. Local marble must be Grade (A) free cracks and clay flaws.6. Measuring the stockpiled quantities of tiles and obtaining the engineer approval prior to shipment to the site.7.Transporting and carefully handling the stored quantities to the site.

6.1

Supply and make internal plastering 13 mm thick for ceiling

,walls and soffits. The work includes rough primer nail

rendering to form a key with (mix 1:1) cement sand, second

layer 13mm: Base‐Coat "Rendering" with (1:3:0.25) cement:

sand mortar: lime and third layer: Finishing Coat with (1:1:1)

cement: sand mortar: lime . Works include all materials

needed to finish the works according to specifications ,

drawings and supervisor engineer's instructions

M2 85

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Bill No (F)6.FINISHING WORKS

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6.2

Supply and make external plastering 20mm thick to walls with

four faces : the first is the rough nail rendering (mix 1:1)

cement sand; the second is 5mm thick mortar (mix 1: 2)

cement:sand, the third is the undercoat 13mm (mix 1: 3

:0.25) cement:sand:lime, the forth is two coats of Tyrolean

finish ( mix 1: 3) white cement to fine aggregate (Quartiz) and

all is according to specifications , drawings and supervisor

engineer's instructions

M2 80

6.3

Supply and make external plastering 20mm thick for

decorates at four faces : the first is the rough nail rendering

(mix 1:1) cement:sand, the second is 5mm thick mortar (mix

1: 2) cement:sand, the third is the undercoat 13mm (mix 1: 3

:0.25) cement:sand:lime; the forth is make Finishing Coat,

smooth surface with (1:1:1) cement:sand mortar:lime. and all

this is according to specifications , drawings and supervisor

engineer's instructions

M2 25

6.4Supply and install non‐slipping ceramic (grade A) size

20cmX20cmX6mm thick for floor.M2 44

Supply & fix pre‐cast terrazzo drinking point units size

214x50x25cm including the followings;

‐ polishing and smoothing, forming slope.

‐ built on 3 concrete piers 15cm thick, at least 3 piers per unit.

required pipes ½”and fittings for cold water supply and 4

taps 1/2 " (Tebisea type or equivalent).

‐ 2" PVC drainage pipe to the nearest manhole

‐ 60cm high of white glaze tiles above it .

‐ painted galvanized steel cover box for protections, wire

mesh grill complete with frames and lock, brass grating &

complete with all fittings according to the drawing. and

specifications.

6.6Supply and install white glazed wall tiles (grade A) size

20cmx20cmx6 mm thick laid on2cm mortar (1:3).M2 180

6.7

Supply and install local marble (grade A) size 25cm wide x

3cm thick for windows sills and edge beam laid on 2cm thick

mortar bed with water drip greeve as approved by the

Engineer and as specification and drawings.

Mr 21

Total

6.5 No. 6



Bill No (F)7.PLUMBING WORKS

7.1

Supply and fix white glazed fireclay hand wash basin size 56cm x43cm (HARSA Type) or equivalent, complete with all water supply pipes ½", waste fitting,

trap, plug and chain, swan neck water tap( Hamat or equivalent) and mirror 60x60cm, and the drainage line 2” to the nearest floor trap.

No. 4

7.2

Supply and fix white glazed fireclay Oriental squattingW.C. suite (HARSA Type), or equivalent complete withplastic flushing cistern, and fixed chromium plated tap1/2”, including all water supply pipes ½", flushing

mechanism, angle valves, 4” diam PVC drainage pipe tothe nearest manhole as specification and drawings. asspecification and drawings.

No. 10

7.3 Ditto but European W.C No. 2

7.4

Supply and fix floor trap 4inch diameter, complete with heavy duty brass grating and 4”& 2” UPVC drainage pipe to the nearest manhole or next F.T and including S trap if needed as specification and drawings.

No. 9

7.5

Supply and install Galvanized steel pipe and fittings (1”) including insulation with asphalt paper, excavation & backfilling with clean sand , jointing using all necessary fittings, valves and fixing with brackets screwed to concrete or block work as specification ,drawings and engineer instruction.

Mr. 50

7.6 Ditto but (3/4”) diameter. Mr. 40

7.7

Supply and fix water storage plastic tank 1.5 m3capacity with locks for cover, with approved type notless than 32 kg weight, complete with lockable cover,1 inch diam. automatic float valve, overflow pipe(1”diam) and drip tray, with all connections for risingmain and distribution pipe work and stop valves 1”with all accessories as specification and drawings,including painting tanks with white oil paint .

No. 4

7.8

Supply and install UPVC pipes 160mm, SN8 fordrainage, with sockets ,work includes excavating oftrenches (depth 0.75-1.5m),bedding, compactedbackfilling with clean sand, connecting to the manholesand hydraulic test according to the specifications anddrawings

Mr. 60

7.9 Ditto but 110mm internal diameter. Mr. 207.10 Ditto but 110mm for vent-pipe Mr. 8

7.11

Supply and install concrete manhole of internal diameter60 cm ,and (50-100) cm depth according to the requiredlevel, 10cm thick plain concrete for walls and base, slab,with cast iron cover with frame 50cm opening, 8 tonbearing capacity, including excavation, backfilling,hunching and making good according to specification,drawing, and the engineer instructions.

No. 10

7.12Ditto, but with 80 cm internal diameter (105-150cm)depth

No. 6

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Bill No (F)8.ROOFING WORKS

8.1

Supply and cast foam concrete with fine aggregates forroof screeding of average thickness 7 cm includingconc. Angle fillet 5cmx5cm around the boundary asshown in drawing.

M2 70

Supply and lay one layer of plasticized bitumen roofingmembrane with chipping 4 mm thick, including primingconcrete surface prior to laying, dressing into rainwateroutlets to form waterproofing seal and cover with anglefillets. The rate includes verticals parts skirting 25cmheight as per specification and drawings.

Note: Measurement will be for the horizontal projection

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8.2 M2 70

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Bill No (F)9.PAINTING WORKS



M2 85

9.2


M2 100

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Bill of quantities

G - Electrical works


Bill No (G)1- ELECTRICAL WORKS

Al the following items shall include erecting the flush and/or

surface type electrical wirings according to drawings,

specifications and engineer instructions, the items should be

executed completely including all materials and accessories

needed such as wires, cables, conduits, boxes,..Retc.

1

Supply, install, connect and test ceiling mounted fluorescent

lighting fixture 2x36w complete with lighting tubes 36, chock,

condensers, starters, rigid PVC conduits, J.boxes, fixing

screws (Galv.) and wiring. (Type is GA'ASH No. 50540 or

equivalent)

NO 42

2 Ditto but 1x36w NO 63 Ditto but 1x36 w with special reflector for black board NO 90

4 Ditto but round bulk head light, water proof, 60 w lamp No 72

5Ditto but lighting luminaries 150w HPS lamp for external

lighting, work is complete with all accessories and wires of

4mm2

NO 5

6

Supply and install single pole 10A ON/OFF switch from

"Bticino‐luna" BN white complete with the internal box 503

BP "114x79x46mm", support frame C4 703 and cover

plat4803/1BN, the work includes all accessories needed such

as wires , pipes, fixing bolts, connection and commissioning

.As per drawings and specification.

NO 13

7 Ditto but double pole switch 10A and with cover plate NO 38 Ditto but triple pole switches with cover plate NO 279 Ditto but two ways switch 1P 16N NO 19

10 Ditto but push button 10A1P NO 11

11Ditto but socket outlet (2P+E) 10/16A, complete with all

accessories for connection and commissions.NO 122

12Ditto for external uses, type is Bticino complete with all

accessories.NO 18

13Ditto but telephone socket complete with all accessories and

wires.No 4

14Ditto, but computer sockets outlet complete with all conduits

and cables from the socket to the main computer junction

box, type STP, cat 5.

No. 15

15 Ditto, but satellite sockets. No. 5

16

Supply, install , connect and test computer rack U6 with

patch panels 24 port and Cisco 24 Port Router for telephone

and data complete with all connection strips, termination,

cables from socket outlet to rack and from rack to telephone

as per drawings and engineers instructions .

L.S 1

17Supply and install school electrical two bell with two push

buttons connected together L.S 1

18 Ditto but domestic bell No 1

19Supply and install electrical ceiling fan 220V\125W, with its

switch and connection , type is CHMC or equivalent No 34

20Supply and install 2x60W amplifier with TWO horn loud

speakers , 50 W each, two microphones and connection,

include steel protection box around the loud speakers.set 1

21Supply and install amplifier socket out let , the work including

wires, conduits, j. boxes and all necessary accessories.No 2

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22

Earthing System : Supply, install, and commission complete earthing system includes the following: welding 3.5x30mm galvanized steel sheets and connection to main distribution board .Cupper electrodes with diameter 25 mm inside manhole . Four 60cm manholes with its standard covers. Wires of 35mm2 NYA , pipes , boxes , all accessories & civil works required. All works according to drawings, specifications and engineer instructions. The resistance of the system must not exceed 2 ohm.

L.S 1

23Supplying and installing 80cm manhole with 8 ton cover,

15cm base coarseNo 1

24 Ditto but 60 cm No 6

25Supply and install 3” PVC pipe in depth 90cm, the work

includes excavation, 20cm clean sand bedding backfilling and

warning tape.

MR 170

26 Ditto but 2” PVC pipes MR 7027 Ditto but 1.5” PVC pipes (rigid) MR 20

28

Supply and install a wooden pole of 8.5m height and 1.5m to

be driven in soil, the work includes painting the lower part of

the pole by cold bitumen, all accessories should be used in

connection.

NO 1

29

Supply and install lighting octagonal pole of 10m height,

including concrete base with the four poles for fixing and 10A

C.B for control, installed on fiberglass plate The pole is

supplied with lighting luminaries from GA’ASH CAT no5764

compete with lamp 250W, including arm 40cm, cable

3x2.5mm2, according to specifications and drawings

NO 2

30

Supply and install electrical switch board of size 120x80x25

cm , two doors, the frame work is made of galvanized steel

sheets 2mm thickness, painted by antistatic and insulation

paint . steel sheets with anti‐static paint,indication lamps ,

bus bars for phases , neutral and earthing terminal with all

necessary accessories and material to hand over clean and

tested ad in operating conditions . Type is MOLLER or

equivalent with high degree of protection

No 1

31 Ditto but 80x60x20cm one door. No 132 Ditto, but 80X60X20 cm two doors No. 133 Ditto but size 60x40x20cm No 5

34Ditto but PVC dist‐board 24CB capacity, type is GEWISS or

equivalentNo 1




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(Numbers)35 Supply and install the followings

a) NZM6‐ 63A/ZM‐63A NO 1b) NZM 6‐100A ZM6 100A NO 1c) LTL fuses 3x60A/100A Set 1d) KWHM 3X60A NO 1e) Three phase C.B 3x40A . (Type is MOELLER FAZ‐3‐C40 or

equivalent).NO 2

f) Three phase C.B 3x32A. (Type is MOELLER FAZ‐3‐C32 or

equivalent).NO 13

g) Three phase C.B 3x25A . (Type is MOELLER FAZ‐3‐C25 or

equivalent).No 6

h) Single phase C.B 1x32A (Type is MOELLER FAZ‐1‐C32 or

equivalent). NO 2

i) Single phase C.B 1x25A (Type is MOELLER FAZ‐1‐C25 or

equivalent). NO 2

j) Single phase C.B 1x16A (Type is MOELLER FAZ‐1‐C16 or

equivalent). NO 56

k) Single phase C.B 1x10A (Type is MOELLER FAZ‐1‐C10 or

equivalent). NO 24

l) Three phase 4 poles residual current C.B 4x40A, 0.03A NO 9

m) One phase 2 poles residual current C.B, 2x40A, 0.03A NO 1

n) PSK Staircase light switch timer , 16A ,220V NO 3o)KVARM3 ph 60A No 1

p)capacitors unit 10KVAR complete with mcb and resistor No 1

36Voltmeter with 7 position selector switch complete with all

accessoriesNo 1

37 Ammeter with 3‐CTs 100/5A , complete with all accessories No 1

38 Supply , install , connect and test the following cable

a) XLPE cable 5x16 mm2 MR 50b) XLPE cable 5x10 mm2 MR 160c) XLPE cable 5x6 mm2 MR 160d) XLPE cable 5x4 mm2 MR 20e) NYY CABLE 3x6mm2 MR 100f) NYY CABLE 3x4 mm2 MR 50

39 Supply and install XLPE Cu cable 3*25+16 mm2 with all

accessories needed for connection to pillar.MR 100

Total



Total Amount $

I Mobilization Mobilization & Demobilization

A Main building 1. Excavation &Earthworks.2. Concrete Works.3. Building Works4. Carpentry works5. Metal works6. FINISHING works7. PLUMBING works8. ROOFING works9.PAINTING works

B Canteen 1. Excavation &Earthworks.2. Concrete Works.3. Building Works4. Metal works5. FINISHING works6. PLUMBING works7. ROOFING works8.PAINTING works

C Play Ground 1. Playground works

D Boundary Wall 1. BOUNDARY WALL WORKS

E External works 1. External Works

F Toilet Block 1. Excavation &Earthworks.2. Concrete Works.3. Building Works4. Carpentry works5. Metal works6. FINISHING works7. PLUMBING works8. ROOFING works9.PAINTING works

G Electrical works 1. ELECTRICAL WORKS

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