ITB 2011- 002 PAL 10-49740 /Construction of 300 ... · PAL 10-49740 /Construction of 300...

SAUDI COMMITTEE FOR

PALESTINIAN RELEIF

UNITED NATIONS

DEVELOPMENT PROGRAMME

ITB 2011- 002

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

Package #7: Completion of Construction Tal El Sultan Secondary School #1 in Rafah

SECTION 9: PRICE SCHEDULE (Bill of Quantities)

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.

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.

Preparation the existing site include:1- Supply Site office, equipments, and furniture for both supervision and contractor.

2- Access road to and through the site.

3- Transportation & Communication.4- Cleaning the existing site either inside or outside the buildings, the work includes removing all debris from floors, stairs, roofs, around buildings, and cleaning the buildings roofs by using the grinding tools.

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

1.3 Dismantling the water tanks, pipes and all services and shifting from the roof of first floor to the roof of second floor including all needed fitting and accessories. LS 1

Total

All works according to particular specifications, The contractor must submit reports for the exisiting activities and materials on the project site supported with photographs before work start and take approval to start the work.(shifted from excavation item)

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

Bill No (I)1. Mobilization & Demobilization

Description Unit Quantity

1.1

LS 1

Item No.

Bill No (A)1. 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.8. Compaction and testing under the foundation, ground beams, and ground slabs, the compaction should not be less than 97% of MDD.9. Cleaning the existing constructed steel bars from rust,detrimental scales and dirt well in the works using sand blast.10. All works according to specifications , drawings and supervisor engineer instructions 11. Supplying reinforcement of 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 schedules12. Steel bars used for alignment and fixing of reinforcement works, and extra steel added to assure proper detailing and safety.13. All works according to specifications , drawings and supervisor engineer instructions 14.Works include dismantling the existing corrigated sheet (Skorite) cover of stair case and storing all material to spesified location upon the engineer instrctions.

15.All works must be performed with caution and safety measures so that not affecting the existing works.

2.1 Supply and cast ready mix concrete B (250) kg/cm2 for for canopies.

m³10

2.2 Ditto but for all elements of stair case including the entrance stairs.

m³ 10

2.3 Ditto , but for wall parapet in corridors under steel balustrade in the, ramp side walls, roof expansion joints walls & for stair case walls parapet.

m³ 5

2.4 Ditto but for sills, lintels, concrete wall (hunches for doors), .etc.

m³ 14

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

Item No.


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

m³ 9

2.6 Ditto but plain concrete B200 under cold-water tank. 10 cm thick.

m³ 3

2.7 Supply and cast ready mix concrete B (250) kg/cm2 for suspended hollow block slab 20 cm thick, including 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 815

2.8 Ditto, but for stair case slab m² 102Total

Bill No (A)2. Building Works

The items include supplying hollow cement block from goodand approved factory in perfect dimension and build it ingood manner, cement mortars, concrete infill (B250)between columns & block walls (10-15cm wide), and pipesencasement, compressive strength 35kg/cm2, bituminouspaper between block work and drop beams & allrequirements needed to finish the works according to thedrawings, specification and to the engineer instructions.All works must be performed with caution and safetymeasures so that not affecting the existing works.

Unit Rate US $

(Numbers)

Total Amount

US $

Ditto but 40x20x 15 cm thick for the roof wall. m² 89

2.1 Supply and build hollow cement blocks 40x20x20cm. m² 819

Total

Item No.

Description Unit Quantity Unit Rate

US $ (letters)

2.2

Bill No (A)3. Carpentry works

The items include supplying carpentry works fromgood wood grade “A” including frame covermould, architrave and at least two coats of oil paint,15cm Aluminum kick plate 1mm thick from bothsides , hard ware locked type union switch orequivalent and brass hinges 10cm height, doorstopper and all other fitting according tospecification and drawing .

3.2 Supply and fix soft wood cover fillets size 50mm x20 mm for blackboards including oil painting as perspecification and drawings.

Mr. 70

3.3 Supply and fix 100mm x 55mm soft wood, chalk

shelves smoothed and grooved once, screwed toblock work using mild steel angle 60x60x5mm

including priming and oil painting.

Mr. 43

3.5 Supply and fix soft wood poster hanging rails size50mm x 20mm with round edges, smooth surface ,apply two coats of sanding sealer, sand lightly andapply two coats of varnish, drill and fix to concreteor block walls using expansion steel bolts as perspecification and drawings.

Mr. 128

3.6 Supply and fix soft wood rubbing rails size 150mmx 20mm with round edges, smooth surface , applytwo coats of sanding sealer, sand lightly and applytwo coats of varnish, drill and fix to concrete orblock walls using expansion steel bolts as perspecification and drawings..

Mr. 215

3.7 Display panel size 120x100cm play wood 1cmthick and colored (mokkete) fixed on plywoodaccording to drawing

No. 10

10

3.4 Supply and fix 120x20mm soft wood coat hook railsmoothed , plugged and screwed to wall at 30cmcenter to center including priming and varnishpainting with Galvanized steel coat hook 3mmthick, screwed to rail at 20cm center to center as per specifications and drawings and to be approved bythe engineer.

Mr. 45

3.1 Supply, fix & paint flushed wooden externaldouble leaves door type D1, overall size 125 x 220x 4.5cm thick, complete with the above preamble. No

Total

Item No.

Description Unit Quantity Unit Rate

US $ (letters)

Total Amount

US $

Unit Rate US $

(Numbers)

Bill No (A)

The item include supplying white aluminumwindows section 7000 with two rails, with min.wall thick 1.5mm (to be approved byrepresentative engineer )as frame, glass 4 mmthick, ironmongery , accessories and hard ware asper specification and drawings. All works must be performed with caution andsafety measures so that not affecting the existingworks.

4.1 Supply and fix white aluminum window section7000 type W1. , overall size 250 x 120cm,complete with frame, white color, four slidingleaves ,clear glass 4mm thick, ironmongery andhardware. and as per specification and drawing.

.No 20

4.2 Ditto but, Type W2 overall size 125 x 120cm .No 104.3 Ditto but two leaves type w3 over all size 250 x

80cm.No 20

4.4 Supply and fix mild steel balustrade 40cm high forthe corridors comprising of M.S. hollow sectiontubes 40 x 20 x 2 mm verticals spacing 10 cmclear distance, and welded 60x40x2 mm top andbottom rails fixed to columns and bottom parapetusing expansion bolts, rates includes M.S. endangles, painting with one primer, one under coatsand minimum two coats of oil paint, (the color tobe approved By the Supervisor Engineer and asdrawing and specifications).

Mr 82

4.5 Ditto but high 60cm for staircase handrail. Mr 84.6 Supply and fix galvanized steel balustrade for stair

case pipe Ø 1.5” 2mm thick fixed to walls by steelplate and 3 bolts every 2m and 10cm spacebetween wall and the pipe, the works include oilpainting and all Accessories needed to finish thework according to Eng. Instructions andspecification.

Mr 24

4.7 Ditto but single door DS2 90x220cm for stair case.No. 2

4.8 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.

Unit 2

4.9 Supply and fix a flag pole made of painted galvanized pipe 1.5" ,3m length with welded pulley.

Unit 2

Total Amount

US $

Total

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

4. Metal works

Item No.


Bill No (A)5. FINISHING works

Item No.


Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

5.1 Supply and make internal plastering 13 mm thick to walls, soffits and ceiling, after rough primer nail rendering. Works include all materials needed to finish the works according to technical specifications & engineer instructions.

m² 2300

5.2 Ditto but for external plastering 15mm thick to walls and soffits the price including additional layer of 5mm thick lime free mortar (mix 1: 3) as per specifications and drawings.

m² 540

5.3 Supply and make two coats of external white cement Tyrolean. Works include all materials needed to finish the works according to technical specifications & engineer instructions.

m² 540

5.4 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. 10

5.5 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 780

5.6 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. 95

5.7 Ditto but for stair case handrail coping size15cmx4cm.

Mr 17

5.8 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 118

Bill No (A)5. FINISHING works

Item No.


Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

5.9 Supply and lay precast terrazzo stair treads size 35cm wide x 4cm thick chamfered once , rebated onceand laid on 2cm thick mortar bed same color andkind of the floor tiles and the price includingterrazzo stair risers size 12.4cm high x2cm thick andskirting 20cm high x2cm thick on the both sides asspecification and drawing.

Mr 82

5.10 Supply 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 2

5.11 Ditto but filled with powder. No 2Total

Bill No (A)6. PLUMBING works

Item No.


Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

6.1 Supply and fix floor trap 4inch diameter, completewith heavy duty brass grating and 4”& 2” PVCdrainage pipe to the nearest manhole or next F.Tand including S trap if needed as specification anddrawings.

No 8

6.2 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

6.3 Ditto but (3/4”). Mr. 356.4 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 specification and drawings.

Mr. 50

6.5 Supply and fix cold water storage plastic tank 1.5m3 capacity with locks for cover, approved type,complete with lockable cover with lock, 1 inchdiam. automatic float valve, overflow pipe (1”diam)and drip tray, with all connections for rising mainand distribution pipe work and stop valves 1” withall accessories as specification and drawings,including painting tanks with white oil paint .

No. 2

6.6 Supply and install UPVC pipes 160mm, SN8 fordrainage, with sockets ,work includes excavatingof trenches (depth 0.75-1.5m),bedding, compactedbackfilling with clean sand, connecting to themanholes and hydraulic test according to thespecifications and drawings

Mr. 20

6.7 Supply and install concrete manhole of internal diameter 80 cm ,and (50-100) cm depth according to the required level, 12cm 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 2

6.8 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

Total

Bill No (A)7. ROOFING works

Item No.


Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

7.1 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 800

Supply and lay one layer of plasticized bitumenroofing membrane with chipping 4 mm thick,including priming concrete surface prior to laying,dressing into rain water outlets to form waterproofing seal and cover the angle fillets. The rateinclude verticals parts skirting as per specificationand drawings.Note: Measurement will be for the horizontalprojection

7.3 Supply and Execute expansion joint on the roof asdetailed in drawings including, polystyrene sheets2cm thick, mastic sealant as per specification anddrawings.

Mr. 20

Note: The concrete work not included7.4 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. 7

7.5 Supply and Execute expansion joints and cover forback columns, front columns and corridor soffits asdetailed in drawings including polystyrene sheets2cm thick, mastic sealant and aluminum strip size100 x 3mm screwed to walls or soffits from oneside as per specification and drawings.

Mr. 38

Total

7.2

m² 800

Bill No (A)8. PAINTING works

Item No.

Description UnitQuantit

y

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

All the painting materials should be approved andtested by approved local laboratory and have thefinal approved from the Eng. All works must be performed with caution andsafety measures so that not affecting the existing

k8.1 Supply and Paint the internal walls up to a high of2.2m above finishing floor level with one coatpendrole, two coats of putty, one undercoat primerand two coat of oil paint as specified inspecification and approved by representativeengineer.

m² 1485

8.2 Supply and Paint one-primer and minimum twocoats of Poliside for internal walls, ceiling anddrop beams as specification and drawings.

m² 815

Total

BILL of QUANTITIES


( B ) -CANTEEN

Bill No (B)1. CONCRETE works

Item No.


Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

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.8. Compaction and testing under the foundation, ground beams, and ground slabs, the compaction should not be less than 97% of MDD.9. Cleaning the existing constructed steel bars from rust,detrimental scales and dirt well in the works using sand blast.10. All works according to specifications , drawings and supervisor engineer instructions 11. Supplying reinforcement of 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 schedules12. Steel bars used for alignment and fixing of reinforcement works, and extra steel added to assure proper detailing and safety.33. All works according to specifications , drawings and supervisor engineer instructions

1.1 Supply and cast plain concrete B (200) kg/cm2 under cold water tank 10cm thick m² 1

1.2 Supply and cast ready mix concrete B250kg/cm2for Aprons (surface treated with mechanical steeltrowel finish) the price include excavation orbackfilling with clean sand or kurkar to theapproved sub grade level,polythene sheets. 15 cmthick compacted base coarse according to drawingand specification .

m³ 5

Bill No (B)2. BLOCK works

Item No.


y

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

The items include supplying hollow cement blockfrom good and approved factory in perfectdimension and build it in good manner, cementmortars, concrete fillet (B250) between columns &block walls (10-15cm- 20cm wide),for new orprevious built. and pipes encasement, compressivestrength 35kg/cm2 & all requirements needed tofinish the works according to the drawings,

2.1 Supply and build hollow cement blocks 40x20x20cm.

m² 15

2.2 Ditto but 40x20x 15 cm thick for the parapet wall m² 10Total

Bill No (B)3. METAL works

Item No.


Unit Rate US $ (letters)

Unit Rate US $

(Numbers)

Total Amount

US $

The item include supplying white aluminumwindows section 7000 with two rails, with min.wall thick 1.5mm(be approved by representativeengineer )as frame, glass 4 mm thick,fironmongery , accessories and hard ware as perspecification and drawings.-Steel work should be Paint with two coats of oilpaint & one primer (polyzinc).

3.1 Supply fix and paint flush galvanized steel singleleaf door D4 all fittings overall size 110x220cm,double sheet (2-mm), complete with frame,ironmongery, hardware with locked type unionswitch or equivalents. .as per specification anddrawings.

No. 1

3.2 Supply and fix aluminum window W6, overall size120x120cm.

No. 3

3.3 Supply and fix galvanized steel protection forwindows over all size 120x110 cm .the pricesincluding mild steel frame size 8mm thick x 40mmwide, vertical steel plate size 20mm wide x 8mmthick fixed every 12cm C.C by welding to theframe and circular steel plate size 20x2mm asstiffeners and two horizontal steel stiffeners size20x8mm. Fixed on walls by steel angle ties,painting with oil paint, all according to drawing,specification and engineer instructions.

No. 3

Total

Bill No (B)4. FINISHING works

Item No.

Description Unit Quantity Unit Rate US $ (letters)

Unit Rate US $

(Numbers)

Total Amount US $

4.1 Supply and make internal plastering 13 mm thick to walls , soffits and ceiling after rough primer nail rendering with all material needed according to specification & eng. Instructions.

m² 50

4.2 Ditto Supply and make external plastering15 mm thick to walls and soffits the priceincluding additional layer of 5mm thicklime free mortar (mix 1:3) as perspecifications and drawing and eng.Instructions..

m² 80


m² 80

4.4 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 50

4.4 Supply and cast terrazzo edge beam 25cmwide x6cm thick of the same kind andcolor of the floor tiles including smoothingthe surfaces and edges (for thresholds )asper specification and drawing

Mr 2

4.6 Supply and install white glazed wall tiles(grade A) size 20cm x20 cm x 6 mm thicklaid non mortar backing up to lintel level asspecified in the drawing and approved bythe engineer.

m² 35

4.7 Supply and install local marble (grade A)size 25 cm wide x 3cm thick for windowssills laid on 2 cm thick mortar bed asapproved by the engineer.

Mr. 3

TOTAL

Bill No (B)5. PLUMBING works

Item No.



Unit Rate US $

(Numbers)

Total Amount

US $

5.1 Supply and fix stainless steel single bowel sinkbasin size 80cm x40cm (type Foster), completewith water supply pipes ½” , waste, fitting, trap,chain, long swan neck water tap ( Hamat orequivalent), and the drainage line 2” to the nearestfloor trap as specification and drawings

No 1

5.2 Supply and install Galvanized steel pipe andfittings (1”) including insulation with asphaltpaper, excavation & backfilling with clean sand ,jointing using all necessary fittings, valves andfixing with brackets screwed to concrete or blockwork as specification ,drawings and engineerinstruction

Mr 30

5.3 Ditto but (3/4”) internal diameter. Mr. 205.4 Supply and fix galvanized steel threaded pipe 3”

including jointing, fittings Tee ,elbows ,shows,&fixing to walls with metallic brackets and 3 inchdiameter wire balloon grating and floor traps asspecification and drawings.

Mr 4

5.5 Supply and fix cold water storage plastic tank 1.5m3 capacity, approved type, complete withlockable cover, 1 inch diam. automatic float valve,overflow pipe (1”diam) and drip tray, with allconnections for rising main and distribution pipework and stop valves 1” with all accessories asspecification and drawings, including paintingtanks with white oil paint .

No. 2

5.5 Supply and install concrete manhole of internaldiameter 60 cm ,and (50-90) cm depth according tothe required level, 12cm thick plain concrete forwalls and base, slab, with cast iron cover withframe 40cm opening, 8 ton bearing capacity,according to specification and drawing

No 2

5.7 Ditto but with 80 cm internal diameter (95-140cm)depth

No 2

5.8 Supply and fix floor trap 4-inch diameter, completewith heavy-duty brass grating and 2-inch diam.UPVC drainage pipe to the nearest manhole asspecification and drawings.

No 1

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

No. 1

5.10 Supply and install UPVC pipes 160mm, SN8 fordrainage, with sockets ,work includes excavatingof trenches (depth 0.75-1.5m),bedding, compactedbackfilling with clean sand, connecting to themanholes and hydraulic test according to thespecifications and drawings

Mr 60

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

Bill No (B)6. ROOFING works

Item No.


y


Unit Rate US $

(Numbers)

Total Amount

US $

6.1 Supply and cast foam concrete with fine aggregatesfor roof screeding of average thickness 10 cm asshown in drawing.

m² 40

6.2 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

Bill No (B)7. PAINTING works

Item No.



Unit Rate US $ (Numbers)

Total Amount US $

7.1 Supply and Paint the internal walls up to a high of2.2m above finishing floor level with one coatpendrole, two coats of putty, one undercoat primerand two coat of oil paint as specified in specificationand approved by representative engineer.

m² 50

7.2 Supply and paint one-primer and minimum twocoats of poliside for internal walls all ceiling anddrop beams as specification and drawings.

m² 50

Total

BILL of QUANTITIES


(C)-Construction of standard Basket and

Volleyball Playground

Bill No (C)1.Playground works

Item No.


y


Unit Rate US $

(Numbers)

Total Amount

US $

1.1 Supply ,spreading ,leveling , damping andcompacting 20cm (M.D.D 100%) of base coarsematerial with CBR≥80 including the excavationand backfilling with approval clean sand or kurkarleveling up to required levels, compaction ofsubgrade to 98% MDD & removing trees or anyother obstruction items available in the proposedarea of the playground and removing all arisingdebris from the site according to drawingspecifications and under supervision .

m² 460

1.2 Supply and cast plain concrete B250 kg/cm2 forbases of volleyball poles of size 70x70x70cmincluding excavation, bitumen paint , backfillingwith clean sand and steel sleeve 2.5”.

No. 2

1.3 Supply and cast ready mix reinforced concreteB250 kg/cm2 for the floor slab 12 cm thickincluding expansion joints, by cutting the concreteslab 4mm thick & 5cm depth, mastic sealant,polythene sheets below concrete slab andmechanical steel trowelling for the surface,complete with the boundary chamfered beams20cm wide and 40 cm depth. as per specificationsand 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

Tal Al - Sultan School

Bill of Quantities

D)-Construction of Boundary Wall

Bill No (D)1.BOUNDARY WALL WORKS

Item No.


Unit Rate US $

(Numbers)

Total Amount

US $-The items below including the flowing :--Shuttering, steel shaping, fixing, supplying and cast therequired concrete.-Two coat hot bitumen type 75/25 for foundations, necks andground beams and all requirement per spec. and drawings.

-The excavation &backfilling with imported clean sand.-Compressive strength for solid block not less than 60kg/cm2.

-Painting all the steel elements with one coat primer, undercoat, 2 coats of oil paint

1.1 Supply and cast plain concrete B200 kg/cm2 for blinding beds 5cm thick including polythene sheet as per specifications and drawings. M3 12

Supply and cast ready mix concrete B250 kg/cm2 forreinforced concrete foundations Strap footing, and gnd. beamas per specifications and drawings for boundary walls.

M3 75

1.3 Ditto, but for top beams, columns and column necks. M3 351.4 Supply and built solid cement blocks type A 40x20x15cm for

boundary walls as per specifications and drawings.m² 950

1.5 Supply and fix polystyrene sheets 18mm thick and applyingmastic sealant 2cm depth and aluminum strip at the both sidesfor boundary wall expansion joint at foundation and the superstructure 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 x310cm high comprising of steel angles 40x40x4mm for frameand stiffeners, 2mm steel sheets, each leaf will be fixed toreinforced concrete columns, three hinge pad lock 2” threetower bolts and all needed accessories and rubber wheels15cm diam as per specification and drawings

.No 1

Total

1.2


Bill of quantities

E-External Works

Bill No (E)1.External Works

Item No.


y



Total Amount US $

1.1 Supply, spread , level and compact of 40cm thickin two layers of approved selected material (Kurkar ) with CBR ≥30 to be spread as beddinglayer prior to subsequent tiling including soilgrading, leveling ,excavating, backfilling withapproved material and all needed tests andcompaction test 98 %. The excess material form thesite up to the required level as per specificationsand drawings

m² 1200

1.2 Supply & Cast ready mix reinforced concrete

B250 kg/cm2 for chamfered edge beams 20x30 asper specifications and drawings.

.M3 15

1.3 Supply, spread, land, colored interlock tiles 8 cmthick with any shape, the price includes 5 cm cleansand, compacting, tiles testing as per specificationand drawing

m² 1200

Total

BILL of QUANTITIES


(F)-Construction of Toilet Block

Bill No (F)1.CONCRETE WORKS

Item No.


y

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

-The items below including the flowing :--Shuttering, steel shaping, fixing, supplying andcast the required concrete.-Two coat hot bitumen type 75 for foundations,necks and ground beams and all requirement perspecification and drawings.

1.1 Supply and cast ready mix reiforced plain concreteB 200 under cold water tank 10cm thick M3 2

1.2 B250 ready mix reinforced concrete for Apron(surface treated with mechanical steel trowelledfinish) the price include polythene sheets. 15cmthick compacted base coarse according to drawingand specification .

M3 6

Total

Bill No (F)2.BLOCK WORK

Item No.


y



Total Amount US $

The items include supplying hollow cement blockfrom good and approved factory in perfectdimension and build it in good manner, cementmortars, concrete infill (B250) between columns& block walls (10-15cm wide), and pipesencasement, compressive strength 35kg/cm2 & allrequirements needed to finish the works accordingto the drawings, specification and to the engineerinstructions.

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

m² 50

2.2 Ditto but 10 cm thick. m² 20Total

Bill No (F)3.CARPENTRY WORK

Item No.


y


Unit Rate US $

(Numbers)

Total Amount

US $

3.1 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

Bill No (F)4.METAL WORK

Item No.


Unit Rate US $

(Numbers)

Total Amount

US $

-The item include supplying aluminum windowstype 4500 with min. wall thick 1.6mm and with all requirement as frame, glass 4 mm thick,ironmongery , accessories and hard ware as perspecification and drawings.

-Painting all the steel elements with one coatprimer, under coat, two coats of oil paint

4.1 Supply, fix and paint single external steel doortype DS4 size 110x220cm complete with frame,ironmongery union switch type, latch, lock…etc.According to drawings, specifications and undersupervision.

No. 2

4.2 Supply and fix aluminum window type 7000 minwall thick 1.5mm , W7 , overall size 160 x 60cm,complete with frame, white color, two slidingleaves and one for fly screen ,clear glass 4mmthick, ironmongery and hardware. And as perspecification and drawing.

No 6

4.3 Supply and fix Aluminum window 4500 W860x60 cm with two hinged at the mid as perspecification and drawings.

No 12

4.4 Supply and fix 1” galvanize steel pipe protectionfixed regularly to concrete edges 180 cm lengthsincluding painting with two coats of oil paint andone coats of poly zinc primer.

No. 18

4.5 Ditto but 120cm length. No. 36Total

Bill No (F)5.FINISHING WORKS

Item No.



Unit Rate US $

(Numbers)

Total Amount

US $

5.1 Supply and make internal rough rendering and plastering 13 mm thick to walls, soffits and ceiling with all required material according to specifications and under supervision.

m² 70

5.2 Supply and make external plastering 15 mm thick to walls and soffits, the price including additional layer of 5mm thick lime free mortar (mix1:3) as per specification and drawings and under supervision .

m² 130


m² 120

5.4 Supply and install non-slipping ceramic (grade A)size 20cmX20cmX6mm thick for floor.

m² 44

Supply & fix pre-cast terrazzo drinking point unitssize 214x50x25cm including the followings;- polishing and smoothing, forming slope.- built on 3 concrete piers 15cm thick, at least 3piers per unit.- required pipes ½”and fittings for cold watersupply and 4 taps 1/2 " (Hamat type or equivalent).

- 2" PVC drainage pipe to the nearest manhole- 60cm high of white glaze tiles above it .- painted steel cover box for protections, wire meshgrill complete with frames and lock, brass grating& complete with all fittings according to thedrawing. and specifications.

5.6 Supply and install white glazed wall tiles (grade A)size 20cmx20cmx6 mm thick laid on2cm mortar(1:3).

m² 170

5.7 Supply and cast terrazzo edge beam 25cm wide x6cm thick of the same kind and color of the floortiles including glass dividers, smoothing thesurfaces and edges (for corridors and thresholds.)as per specifications and drawings.

Mr 3

5.8 Supply and install local marble (grade A) size25cm wide x 3cm thick for windows sills laid on2cm thick mortar bed with water drip greeve asapproved by the Engineer and as specification anddrawings.

Mr 18

Total

5.5

No. 6

Bill No (F)6.PLUMBING WORKS

Item No.


Unit Rate US $

(Numbers)

Total Amount

US $

6.1 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

6.2 Supply and fix white glazed fireclay Oriental squatting W.C.suite (HARSA Type), or equivalent complete with plasticflushing 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 nearestmanhole as specification and drawings. as specification anddrawings.

No 10

6.3 Ditto but European W.C No 26.4 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

6.5 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. 20

6.6 Ditto but (3/4”) diameter. Mr. 406.7 Supply and fix cold water storage plastic tank 1.5 m3

capacity, approved type, complete with lockable cover with locks, 1 inch diam. automatic float valve, overflow pipe (1”diam) and drip tray, with all connection 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. 2

6.8 Supply and install UPVC pipes 160mm, SN8 for drainage,with sockets ,work includes excavating of trenches (depth0.75-1.5m),bedding, compacted backfilling with clean sand,connecting to the manholes and hydraulic test according tothe specifications and drawings.

Mr. 60

6.9 Ditto but 110mm internal diameter. Mr. 206.10 Ditto but 110mm for vent-pipe Mr 86.11 Supply and install concrete manhole of internal diameter 60

cm ,and (50-100) cm depth according to the required level,12cm thick plain concrete for walls and base, slab, with castiron cover with frame 50cm opening, 8 ton bearing capacity,including excavation, backfilling, hunching and makinggood according to specification ,drawing, and the engineerinstructions.

No 5

6.12 Ditto, but with 80 cm internal diameter (105-150cm)depth No. 4

TOTAL

Bill No (F)7.ROOFING WORKS

Item No.


y

Unit Rate US $

(letters)

Unit Rate US $

(Numbers)

Total Amount

US $

7.1 Supply and cast foam concrete with fineaggregates for roof screeding of average thickness7 cm including conc. Angle fillet 5cmx5cm aroundthe boundary as shown in drawing.

m² 65

Supply and lay one layer of plasticized bitumenroofing membrane with chipping 4 mm thick,including priming concrete surface prior to laying,dressing into rainwater outlets to formwaterproofing seal and cover with angle fillets.The rate includes verticals parts skirting 25cmheight as per specification and drawings.

Note: Measurement will be for the horizontalprojection

Total

7.2

m² 65

Bill No (F)8.PAINTING WORKS

Item No.



Total Amount US $

Total

8.1 Supply and paint one pendrole coat and minimumtwo coats of poliside for internal walls ,ceiling anddrop beams as specification and drawing m² 85


Bill of quantities

G-External Works

Bill No (G)ELECTRICAL WORKS

Item No.




Total Amount US $

Al the following items shall include erecting the flush and/orsurface type electrical wirings according to drawings,specifications and engineer instructions, the items should beexecuted completely including all materials and accessoriesneeded such as wires, cables, conduits, boxes,..Retc.

1.1 Supply and install fluorescent lighting fixture 2x36w, type isGA’ASH, SHATIEL or equivalent, the item is complete with allaccessories

NO 80

1.3 Ditto but 1x36 w with special reflector for black board NO 201.4 Ditto but round bulk head light, water proof, 60 w lamp No 241.5 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 coverplat4803/1BN, the work includes all accessories needed such aswires , pipes, fixing bolts, connection and commissioning .Asper drawings and specification.

NO 13

1.6 Ditto but double pole switch 10A and with cover plate NO 31.7 Ditto but triple pole switches with cover plate NO 51.8 Ditto but two ways switch 1P 16N NO 31.9 Ditto but push button 10A1P NO 31.10 Ditto but socket outlet (2P+E) 10/16A, complete with all

accessories for connection and commissions.NO

44

1.11 Ditto for external uses, type is Bticino complete with allaccessories.

NO4

1.12 Ditto but telephone socket complete with all accessories wires. No 21.13 Supply and install school electrical two bell with two push buttons

connected together L.S

1

1.14 Supply and install 4” PVC pipe in depth 90cm, the work includes excavation, 20cm clean sand bedding backfilling and warning tape. MR 80

1.15 Ditto but 3” PVC pipes MR 401.16 Ditto but 2” PVC pipes MR 30

Bill No (G)ELECTRICAL WORKS

Item No.




Total Amount US $

1.17 Ditto but 1.5” PVC pipes (rigid) MR 201.18 Supply and install electrical switch PVC dist-board 24CB

capacity, type is GEWISS or equivalentNo 2

1.19 Supply and install PVC conduit 6x40cm , type is IBOCO MR 201.20 Ditto but 3x2cm MR 501.21 Supply and install the followings

a) Three phase C.B 3x25A No 2b) Single phase C.B 1x32A NO 2c) Single phase C.B 1x25A NO 2d) Single phase C.B 1x16A NO 10e) Single phase C.B 1x10A NO 10f) One phase 2 poles residual current C.B, 2x40A, 0.03A NO 1

1.22 Supply and install the following cablea) XLPE cable 5x10 mm2 MR 40b) XLPE cable 5x6 mm2 MR 40c) XLPE cable 5x4 mm2 MR 70

Total

Total Amount $

I Mobilization Mobilization & Demobilization

A Main building 1. Concrete Works. 2. Building Works 3. Carpentry works 4. Metal works 5. FINISHING works 6. PLUMBING works 7. ROOFING works 8.PAINTING works

B Canteen 1. Concrete Works. 2. Building Works 3. Metal works 4. FINISHING works 5. PLUMBING works 6. ROOFING works 7.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.Concrete Works. 2. Building Works 3. Carpentry works 4. Metal works 5. FINISHING works 6. PLUMBING works 7. ROOFING works 8. PAINTING works

G Electrical works 1. ELECTRICAL WORKS

Sub Total $

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Authorized signature ……………...………………….………………..

Signature and Sealing………………………………………………….

Title ………………………………………..……………………………….

Telephone………………………………………………………………….

Name of the contractor ………….………..…………………………...

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OVERALL SUMMARY

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ITB 2011- 002 PAL 10-49740 /Construction of 300 ... · PAL 10-49740 /Construction of 300...

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Transcript of ITB 2011- 002 PAL 10-49740 /Construction of 300 ... · PAL 10-49740 /Construction of 300...