BOQ-STR LABOUR CAMP BUILDING.xls

project Name : Al-Jurn campowner : Rashid .S . Al Rashidlocation : Al Hasastructural B.O.Q

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ITEM D E S C R I P T I O N QTY UNIT RATE AMOUNTSR

A- LABOUR ACCOMMODATIONBILL 01 - STRUCTURAL

1

1.1 ExcavationExcavation in unclassified ground including all hard and rock layers, temporary earthwork supports, dewatering and any worksbelow the normal water table levels to : Pits and trenches for foundations commencing from the site existing levels .Necessary moving or transportation about the site of excavated

material including hauling to temporary stockpile or ultimate disposal off site is to be included in the unit rate of excavation 557 M³

1.2 FILL Approved granular fill selected from excavated material and/or imported clean sand fill according to site soil report recommendation and subject to Engineer's approval in making up levels, including compaction in layers 250mm to maximum in field density as per standard . 221 M³

1.3 BASE COARSE LAYER

150 mm thick compacted approved base coarse to undersideof slabs on grade. 1566 M²

1.4 TERMITE CONTROL

Soil treatment for termite control 1566 M²

To Bill Summary SR

EARTH WORK:


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2 CONCRETE

Plain insitu concrete, 2500PSI, with typeV cement including formwork and all requirements

2.1 Blinding beds 39 M³

2.2 Reinforced insitu concrete, 4000PSI , type V including formwork and epoxy steel reinforcement conforming to ASTM A615 in:

2.2.1 isolated Footings 215 M³

2.2.2 Column pedestals 8 M³

2.2.3 Grade Beams 67 M³

2.2.4 EQUIPMENT FOUNDATION 15 M³

To Bill Summary SR


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2.3 Reinforced insitu concrete, 4000 PSI, type V cementincluding formwork and epoxy steel reinforcementconforming to ASTM A185 in:

reinforcement Epoxy coated including thickening. the item include also all expansion joints 235 M³

2.4 Reinforced insitu concrete, 4000PSI , type Iincluding formwork and steel reinforcement conforming to ASTM A615 in:

2.4.1 columns 17 M³

2.4.2 Drop Beams 34 M³

2.4.3 Equipment foundation at roof 2.50 M³

2.4.4 hollow block slab as per drawings 283 M2

2.50 Sundries

2.5.1 25 mm non-shrink grout under base plate 3.60 M2

To Bill Summary SR

Slab on grade 150 mm thick with 5F 10/m wiremesh∅


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3 STRUCTURAL STEEL WORKS

3.1 steel frame roof systemInstall complete steel roof system

including steel beams, complete frame system,

, dowells, plates,bolts,GA. anchor bolts, erection of all the system, supports&accessories as per applicable standards including all labors, cranes, temporary scaffolding to complete the work according to site conditions .All steel framing system to be coated with two coats of epoxy paint anti corrosion system for steel systems of an approved material.The item is including making all required tests and providing certificates of compliance for the used materilas for the Q.C.items are as follows:

3.1.1 H 250X250X9 20736 KG

3.1.2 Purlin 230CLHS 66X2.40 8940 KG

3.1.3 L120x120x12 4689 KG

3.1.4 PLATES 950 KG

3.1.5 Rod 20mm∅ 230 LM

3.1.6 1368 M2

3.1.7 5 CM INSULATION ROCKWOOL SHEET WITH WIREMESH 1368 M2

3.1.8 GALVANIZED ANCHOR BOLT DIA 24 160 NO

3.1.9 BOLT M 24-A325 200 NO

To Bill Summary SR

Total area is 1368 M2 As shown on drawings . corregated sheet 1.0 mm thk ,with 5 cm insulation sheet

1 MM CORREGATED SHEET


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4 WATERPROOFING AND MOISTURE PROTECTION

4.1 Bituminous paint onto surfaces of reinforced concrete in contactwith soil - three coats. 970 M²

4.2 layer of polyethlene sheet 250 micron under the blinding concrete 2010 M²

To Bill Summary SR


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B- JUNIOR STAFF'S ACCOMMODATIONBILL 01 - STRUCTURAL

1






1.4 TERMITE CONTROL


To Bill Summary SR

EARTH WORK:


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2 CONCRETE








To Bill Summary SR


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reinforcement Epoxy coated including thickening. the item include also all expansion joints 167 M³



2.4.2 Drop Beams 25 M³

2.4.3 Equipment foundation at roof 2.50 M³

2.4.4 Hollow block slab as per drawings 293 M2

2.50 Sundries

2.5.1 25 mm non-shrink grout under base plate 2.50 M2

To Bill Summary SR



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3.1 steel frame roof systemInstall complete steel roof system

including steel beams, complete frame system,


3.1.1 H 250X250X9 13382 KG

3.1.2 Purlin1 230CLHS 66X2.40 6334 KG

3.1.3 L120x120x12 4689 KG

3.1.4 plates 650 KG

3.1.5 Rod 20mm∅ 213 LM

3.1.6 890 M2



3.1.9 BOLT M 24-A325 140 NO

To Bill Summary SR

Total area is 890 M2 As shown on drawings . corregated sheet 1.0 mm thk ,with 5 cm insulation sheet



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To Bill Summary SR


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C- KITCHEN BUILDINGBILL 01 - STRUCTURAL

1






1.4 TERMITE CONTROL


To Bill Summary SR

EARTH WORK:


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2 CONCRETE








2.2.5 Sundries

2.2.5.1 25 mm non-shrink grout under base plate 2.50 M2


2.3.1reinforcement Epoxy coated including thickening. the item include also all expansion joints 180 M³

To Bill Summary SR



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3.1 steel frame roof systemInstall complete steel structure system

including steel columns, complete frame system,


3.1.1 IPE 450 18564 KG

3.1.2 H 250X250X9 8456 KG

3.1.3 Purlin1 230CLHS 66X2.40 9576 KG

3.1.4 L120x120x12 9663 KG

3.1.5 PLATES 1800 KG

3.1.6 Rod 20mm∅ 202 LM

3.1.7 1209 M2



3.1.10 BOLT M 24-A325 336 NO

To Bill Summary SR

Total area is1209 M2 As shown on drawings . corregated sheet 1.0 mm th ,with 5 cm insulation sheet



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To Bill Summary SR


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D- FENCE & GUARD ROOMBILL 01 - STRUCTURAL

1




To Bill Summary SR

EARTH WORK:


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2 CONCRETE







To Bill Summary SR


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reinforcement Epoxy coated including thickening. 2.5 M³



2.4.2 Top Beam of fence 40 M³

2.4.3 hollow block slab (For guard room) 16 M2

To Bill Summary SR


the item include also all expansion joints (FOR GUARD ROOM)


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To Bill Summary SR

BOQ-STR LABOUR CAMP BUILDING.xls

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