please i need your help with this problems.

As a contractor, and after the "Go /No Go" process, you have decided to bid for a project. The project is constructing a warehouse. 4. Material Cost Info: 1. Perform a detailed cost estimate of the work items using the given information. 2. Construct a recap sheet and calculate your prices 3. Fill out the bid form below. to complete your work. Note: Round up all figures in all calculations. 1. Ply-form used in the formwork costs 1.5 OMR/m. The total ply-form cost is divided equally for each one of two uses. 2. Lumber used in the formwork costs 2.86 OMR/m2. The total ply-form cost is divided equally for each one of two uses. 3. Reinforcing steel will cost OMR 18000. 4. Concrete cost 35 OMR/m2. 5. Brickwork materials cost OMR 5000. 6. Amount of OMR 20000 is dedicated for the finishing work. 7. Steel mesh cost 5 OMR/m. 8. Total foundation formwork surface area= 631m2 9. Total columns formwork surface area = 150 m2 1. Bid form Table: Estimated Unit Price quantity Total Price 10. Equipment Cost Info: m3 m3 Item Description Unit No. 1 Fencing, mobilization, Lump sum and demobilization 2 Excavation m3 3 Compaction 4 Foundation concrete m3 5 Floors concrete 6 Columns Concrete m3 7 Steel Structure Job (Beams, trusses, and roof) 8 Steel, reinforcing Lump-sum 9 Brickwork 10 MEP Job 11 Finishing Lump-sum 1. A dozer costing OMR 35/hr is to be used in the excavation work 2. Two vibratory-plate compactors each @ 3 OMR/hr is used in the compaction work 3. Small tools costing 1% of the total direct cost is to be used throughout the construction period. 4. The cost of concrete placing equipment is included in the cost of concrete itself. 11 Subcontractor Cost Info: m2 1. The MEP work in the project will be awarded to a subcontractor. The cost of MEP work will be OMR 20000. 2. The steel structure work in the project will be awarded to a subcontractor. The cost will be OMR 40000 Total bid price 2. Project Info: refer to the drawings All columns are 60cm x 40cm x 500 cm. Ignore exhaust fans opening and doors while calculating the brick wall areas. 12. Production Rates: 1. The excavation process production rate is 20 cubic meters per hour. 2. The compaction process production rate is 20 cubic meters per hour. 3. The concrete placing production rate is 24 cubic meters per hour. 4. The brickwork production rate is 2.5 square meters per hour. 3. Labor Cost Info: 13. OTHERS: 1. Excavation work requires a crew of an excavator driver and a flagman. The driver rate is 4 OMR/hr, and the flagman rate is 2 OMR/hr. 2. The compaction process requires two equipment operators. The rate of one operator is 3.5 OMR/hr. 3. The formwork fabrication requires a crew of one foreman (carpenter) and two laborers. The rate of the foreman is 2 OMR/m2, and the rate of one laborer is 1 OMR/m2 1. Daily working hours = 8 hours 2. Fencing, mobilization, and demobilization = OMR 3000 3. Job overhead = OMR 7000 4. Tax - 3% of the total cost 5. Markup = 15% 6. Bonds = OMR 2000