Students shall review Assignment Excel Sheet, calculate the Cost Estimation of All Items, and following:

Students shall review Assignment Excel Sheet, calculate the Cost Estimation of All Items, and following:

1. Background Information about the Project Management 2. Discuss the importance of Cost Estimation 3- Discuss The Importance of Assessing Project Risk (20% Marks) (20% Marks) (20% Marks) 4. Calculation of Project Selling Price (as below BOQ Table) 5. Reference (35% Marks) (5% Marks) + BILL OF QUANTITIES AND COST ESTIMATE OF PROPOSED Project for ITG 401 Summer One Course Rate in AED 600mm wide apron in concrete grade 20 to receive wood float, smoothened I, color of additives Supply and fix Ceramic wall tiles including bedding OUND FLOOR Plaster to walls, columns and beams 3mm thick Plastic ceiling to approved color ITEM DESCRIPTION Unitati Amount LM 32 SM 6 SM 500 SM 71 7,500 8,500 1,800 6,500 Site installation: To include general site clearing erecting site signpost, temporary fence on the site, temporary 1 connection to water and powerest SUM 1 500,000 Rate in AED Unit ELEMENT 01 SUBSTRUCTURE EARTH WORKS atity Amount EXCAVATION Excavation in sandy soil or any other soil. The price includes excavation for any unwanted existing soil organics, ste to any levels as per engineer instruction and approval drawings. The price also includes transportation of excavated material to approved dump area according to supervision engineer's instructions, and includes using shutter bracing to the excavation sides. SM 60 200 L.S 1 550,000 CM 70 2,000 Excavate oversite average 100 mm deep to remove and cart away vegetable soil Excavation of foundation trenches and back filling 2 after construction, Blinding class 20 under strip foundations an bases, thickness 50mm Stones masonry Natural Stone foundation; in cement and sand 11:3) mortar 400mm wide CM 1 60,000 CM 2 25,000 Backfilling by using (Sand) around foundations, walls & any other element for building to design levels up to the ground floor slab level and outside yard, which shall be spread in layers not exceeding 25 cm and compacted (98%) as shown in the drawings and mentioned in the specifications and according to the engineer's instructions. CONCRETE (8-200) 6" Solid Block (400 mm x 200 mm x 200 mm) "Insulated Block (400 mm x 200 mm x 200 mm) 12" Insulated Block (400 mm x 300 mm x 200 mm) m' 650 12,000 Sub-structure (All Provisional) Carried to Summary Sub-structure (All Provisional) Carried to Summary Column bases Columns CM 3 CM 1 CM2 120,000 120,000 120,000 beams Cement CARRIER-60 Ton Air Cooled chiller 20,000 Gallon Water Storage Tank 60x60 Light LED / 50 Watts Energy mm 12,750 mm' 13,600 mm' 14,250 50 US KG Tons 1 3 m' 4 1 2,350 8.75 Hire 2,000,000 AED/Hrs CM | 72 LM 75 55,000 7,000 " 1 1 LM 1 Burnt clay bricks masonery walling in cement mortar (1:3) 200 mm Thick RHS 60x40x3mm RHS for trusses (Rafters RHS 40x40x2mm RHS Puclloss and internal members RHS 60x40x3mm RHS for trusses (Rafters) RHS 40x40x2mm RHS Purlines and internal members Roof coverings 1.5mm thick MS sheet gutters including painting Weather guard paint applied in 98 150 6,000 55,000 Labor Man Hours Overhead 58 % of Prime Cost Contingency 3.75% Escalation 6 %6 PC Sums Mark-Up for Profit is 9% LM 1 1 3 200,000 LM 250 Calculate the Project Selling Price SM 220 55,000 5,500 2,300 3,000 LM 15 LM 120 2 1. Background Information about the Project Management 2. Discuss the importance of Cost Estimation 3- Discuss The Importance of Assessing Project Risk (20% Marks) (20% Marks) (20% Marks) 4. Calculation of Project Selling Price (as below BOQ Table) 5. Reference (35% Marks) (5% Marks) + BILL OF QUANTITIES AND COST ESTIMATE OF PROPOSED Project for ITG 401 Summer One Course Rate in AED 600mm wide apron in concrete grade 20 to receive wood float, smoothened I, color of additives Supply and fix Ceramic wall tiles including bedding OUND FLOOR Plaster to walls, columns and beams 3mm thick Plastic ceiling to approved color ITEM DESCRIPTION Unitati Amount LM 32 SM 6 SM 500 SM 71 7,500 8,500 1,800 6,500 Site installation: To include general site clearing erecting site signpost, temporary fence on the site, temporary 1 connection to water and powerest SUM 1 500,000 Rate in AED Unit ELEMENT 01 SUBSTRUCTURE EARTH WORKS atity Amount EXCAVATION Excavation in sandy soil or any other soil. The price includes excavation for any unwanted existing soil organics, ste to any levels as per engineer instruction and approval drawings. The price also includes transportation of excavated material to approved dump area according to supervision engineer's instructions, and includes using shutter bracing to the excavation sides. SM 60 200 L.S 1 550,000 CM 70 2,000 Excavate oversite average 100 mm deep to remove and cart away vegetable soil Excavation of foundation trenches and back filling 2 after construction, Blinding class 20 under strip foundations an bases, thickness 50mm Stones masonry Natural Stone foundation; in cement and sand 11:3) mortar 400mm wide CM 1 60,000 CM 2 25,000 Backfilling by using (Sand) around foundations, walls & any other element for building to design levels up to the ground floor slab level and outside yard, which shall be spread in layers not exceeding 25 cm and compacted (98%) as shown in the drawings and mentioned in the specifications and according to the engineer's instructions. CONCRETE (8-200) 6" Solid Block (400 mm x 200 mm x 200 mm) "Insulated Block (400 mm x 200 mm x 200 mm) 12" Insulated Block (400 mm x 300 mm x 200 mm) m' 650 12,000 Sub-structure (All Provisional) Carried to Summary Sub-structure (All Provisional) Carried to Summary Column bases Columns CM 3 CM 1 CM2 120,000 120,000 120,000 beams Cement CARRIER-60 Ton Air Cooled chiller 20,000 Gallon Water Storage Tank 60x60 Light LED / 50 Watts Energy mm 12,750 mm' 13,600 mm' 14,250 50 US KG Tons 1 3 m' 4 1 2,350 8.75 Hire 2,000,000 AED/Hrs CM | 72 LM 75 55,000 7,000 " 1 1 LM 1 Burnt clay bricks masonery walling in cement mortar (1:3) 200 mm Thick RHS 60x40x3mm RHS for trusses (Rafters RHS 40x40x2mm RHS Puclloss and internal members RHS 60x40x3mm RHS for trusses (Rafters) RHS 40x40x2mm RHS Purlines and internal members Roof coverings 1.5mm thick MS sheet gutters including painting Weather guard paint applied in 98 150 6,000 55,000 Labor Man Hours Overhead 58 % of Prime Cost Contingency 3.75% Escalation 6 %6 PC Sums Mark-Up for Profit is 9% LM 1 1 3 200,000 LM 250 Calculate the Project Selling Price SM 220 55,000 5,500 2,300 3,000 LM 15 LM 120 2