costing of lobby at tower a and b

Date : July 20 , 2012Project : Sea Residences Phase 1Subject : COST BREAKDOWN

COST BREAKDOWN FOR MAIN LOBBY AT TOWER A

ITEM DESCRIPTION

APG PROPOSAL DCI EVALUATION

QTY UNIT UNIT COST AMOUNT QTY UNIT UNIT COST AMOUNT

A. 1. FLOOR WORKSa. Dismantling of existing damaged 600x600 floor t 24.30 m² Php 271.85 Php 6,605.96 24.30 Php 260.00 Php 6,318.00 b. Preparation of floor 24.30 m² Php 150.00 Php 3,645.00 24.30 Php 150.00 Php 3,645.00 c. Supply and installation of 600x600 floor tiles 24.30 m² Php 3,912.59 Php 95,075.94 24.30 Php 3,037.01 Php 73,799.34

d. Refrouting of tiled floor 285.38 m² Php 40.69 Php 11,612.11 57.08 m² Php 40.69 Php 2,322.59

B. 2. CEILING WORKS

285.38 m² Php 557.98 Php 159,236.33 285.38 Php 247.37 Php 70,594.45

C. 3. GENERAL REQUIREMENTSa. Equipment Support 1.00 lot Php 7,313.89 Php 7,313.89 b. Sanitation and Disposal 1.00 lot Php 2,473.85 Php 2,473.85 c. Site Supervision 1.00 lot Php 4,875.15 Php 4,875.15

D. 4. Stainless Doorsa. rectifications of stainless door

Total Amount (Additive) Php 290,838.23 Php 156,679.37

Prepared by:Design Coordinates, Inc.Construction Project Managers

Gerry V. LiwagConstruction Project Engineer

Noted by:Design Coordinates, Inc.Construction Project Managers

Cid V. OrbetaConstruction Project Manager

Confome:

Melchor A. B. Tinio

m³m³m³

a. Rectification and corrective works, preparation, sanding and repainting with 2 coats of topcoat, Boysen flat latex finish

m³

APG Designs

Date : July 20 , 2012Project : Sea Residences Phase 1Subject : COST BREAKDOWN

COST BREAKDOWN FOR MAIN LOBBY AT TOWER B

ITEM DESCRIPTION

APG PROPOSAL DCI EVALUATION

QTY UNIT UNIT COST AMOUNT QTY UNIT UNIT COST AMOUNT

A. 1. FLOOR WORKS

14.58m²

Php 271.85 Php 3,963.57 14.58 Php 260.00 Php 3,790.80 b. Preparation of floor 14.58 m² Php 150.00 Php 2,187.00 14.58 Php 150.00 Php 2,187.00 c. Supply and installation of 600x600 floor t 14.58 m² Php 3,912.59 Php 57,045.56 14.58 Php 3,037.01 Php 44,279.61

d. Refrouting of tiled floor 285.4 m² Php 40.69 Php 11,612.11 57.08 m² Php 40.69 Php 2,322.59

B. 2. CEILING WORKS

285.4 m² Php 557.98 Php 159,236.33 285.38 Php 247.37 Php 70,594.45

C. 3. GENERAL REQUIREMENTSa. Equipment Support 1.00 lot Php 7,313.89 Php 7,313.89 b. Sanitation and Disposal 1.00 lot Php 2,473.85 Php 2,473.85 c. Site Supervision 1.00 lot Php 4,875.15 Php 4,875.15

D. 4. Stainless Doorsa. rectifications of stainless door

Total Amount (Additive) Php 248,707.47 Php 123,174.43

Prepared by:Design Coordinates, Inc.Construction Project Managers

Gerry V. LiwagConstruction Project Engineer

Noted by:Design Coordinates, Inc.Construction Project Managers

Cid V. OrbetaConstruction Project Manager

Confome:

Melchor A. B. TinioAPG Designs

a. Dismantling of existing damaged 600x600 floor tiles m³

m³m³

a. Rectification and corrective works, preparation, sanding and repainting with 2 coats of topcoat, Boysen flat latex finish

m³