Construction Management Plan_Manuscript_Group 1

ITEM DESCRIPTION AMOUNT 20,983.29 I Mobilization 278,447.05 II Fabrication of Reinforcing Steel 128,681.44 III Installation of Reinforcing Steel 362,417.63 Fabrication and Installation of Formworks for Structural Concrete 2,474,384.64 IV Works 1,237,192.32 V Concrete Pouring VI Concrete Curing 407,128.49 VII Trusses and Purlins Fabrication with water leak test 57,632.14 VIII Roofing and Roofing Accessories and Installation 1,569,885.91 IX Tiles Installation 2,979,800.66 X Laying of CHB and other wall partitions 719,047.21 XI Electrical and Plumbing (Rough-ins) 2,204,730.41 XII Electrical and Plumbing Fixtures and Installation 341,437.07 XIII Concrete Plastering 544,226.33 XIV 34,886.01 XV Thermal and Moisture Protection 139,695.05 XVI Doors and Windows Installation 15,204.43 XVII Building & Installation (Carpentry Works) XVIII 13,515,780.08 Concrete Painting Demobilization TOTAL

The following tasks or works are specifically included in the project scope: a. Mobilization b. Fabrication of Reinforcing Steel c. Installation of Reinforcing Steel d. Fabrication and Installation of Formworks for Structural Concrete Works e. Concrete Pouring f. Concrete Curing g. Trusses and Purlins Fabrication with water leak test h. Roofing and Roofing Accessories Installation i. Tiles Installation j. Laying of CHB and other walls partitions k. Electrical and Plumbing (Rough-ins) l. Electrical and Plumbing Fixtures and Installation m. Concrete Plastering n. Thermal and Moisture Protection o. Doors and Windows Installation p. Building & Installation (Carpentry Works) q. Concrete Painting r. Demobilization

1. Work Exclusions a. Earth Works - Site Clearing and Grubbing - Structure Excavation - Embankment and Soil Poisoning - Gravel Fill 2. Warranty Exclusions a. Contracts often absolve the contractor of duty for repairing any work if the damage or defect is caused by: - Changes to the job that were not executed by the contractor. - Third-party misuse or destruction of the work. - Improper use of materials and equipment for purposes other - than those intended. - Failure of the owner to properly operate or maintain the work, - including monitoring or servicing equipment if specified.

❑ The owner is responsible for providing workers and equipment to install sewer, water, electric, and telephone lines. ❑ The owner has obtained any necessary temporary easements or real property acquisitions for the project and shall inform the contractor of the owner's easements or property borders. ❑ All directions from the owner must be given to the contractor through the owner's representative. ❑ According to this agreement, the contractor will conduct the task as an independent contractor. ❑ The contractor is responsible for supervising and directing the work with his or her utmost expertise and attention. All construction means, methods, techniques, sequences, and procedures, as well as coordinating all components of the work under the contract, are completely the responsibility of the contractor. ❑ Unless otherwise specified, the contractor is responsible for providing and paying for all labor, expertise, materials, freight/delivery equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services required to complete the work properly. ❑ The contractor must maintain rigorous discipline and good order among his employees at all times, and no unfit person or person who is not skilled in the task entrusted to him shall be employed on the job. ❑ All OSHA and applicable trade-related laws and regulations must be followed by the contractor. ❑ Unless otherwise indicated, the contractor warrants to the owner and the owner's representative that all materials and equipment used in the work are new, and that all work is of good quality, free of flaws and defects, and in accordance with the contract documents. All work that does not meet these requirements may be declared faulty.

❑ The contractor is responsible for paying any sales, consumer, use, and other similar taxes imposed by law, as well as obtaining all permits and licenses required for the completion of the work. State and municipal sales and use taxes are not applicable to the owner. ❑ The contractor shall give all notices and comply with all laws, ordinances, rules, regulations, and orders of any public authority affecting the performance of the work, and shall notify the owner's representative if the drawings, specifications, and provisions are in conflict with those laws, ordinances, rules, regulations, and orders. ❑ All contractor employees and subcontractors, their agents and employees, and all other persons conducting any work under a contract with the contractor are accountable for their actions and omissions. ❑ All samples and shop drawings must be reviewed, stamped with the contractor's permission, and sent to the owner's representative for approval for conformance with the design concept and the information provided in the contract agreements. Work must be completed according to approved samples and shop drawings.

The owner for and in consideration of the faithful and satisfactory fulfillment of the contract by the contractor in accordance with the terms and conditions of all contract documents and subject to the deduction herein provided, shall pay to the contractor in Philippine Currency the sum of THIRTEEN MILLION FIVE HUNDRED FIFTEEN THOUSAND SEVEN HUNDRED EIGHTY PESOS AND EIGHT CENTAVOS (Php 13,515,780.08) only. The contract sum is subject to additions and deductions by change order as provided in the general conditions, the following: ❑ The contract price will be determined by the unit price listed on the bid schedule. Unless the unit is a lump sum, in which case payment will be based on the lump sum price as mentioned, payment at the unit price will be based on actual measured quantities in the work or planned quantities as stipulated in the project special conditions. ❑ According to the owner, the amount of money appropriated for this contract is equivalent to or greater than the contract amount stated in this contract. ❑ Unless the owner provides written assurance to the contractor that lawful appropriations to cover the costs of the additional work have been made or unless such work is covered under a remedy granting provision, the owner shall not issue any change order or other directive requiring additional compensable work to be performed under this contract, which work causes the aggregate amount payable under the contract to exceed the appropriated amount for the original contract.

❑ The procuring entity shall make an advance payment to the contractor in an amount not exceeding fifteen percent (15%) of the total contract price, in one lump sum or at most two installments, according to a schedule specified in the special conditions of contract, upon the contractor's written request, which shall be submitted as a contract document. ❑ The contractor must return the advance payment in the amount of the percentage of the total contract price that was utilized for the advance payment. ❑ The sums reimbursed by the monthly certificates in the advance payment may be deducted from the contractor's standby letter of credit or guarantee instrument. ❑ The procuring entity will make an advance payment on the contract price as specified in the contract conditions, up to the maximum amount: TWO MILLION TWENTY-SEVEN THOUSAND THREE HUNDRED SIXTY- SEVEN AND ONE CENTAVO (Php 2,027,367.01), or 15% of the contract amount. ❑ For completed work, the contractor may submit a payment request. The representative/project engineer of the procuring entity must verify and certify such a payment request. Unless otherwise stipulated in the special conditions of the contract, materials, and equipment delivered on-site but not fully installed are not included in payment. ❑ The procuring entity must deduct the following sums from the certified gross amounts to be paid to the contractor as progress payment: ▪ The total value of previously certified and paid work ▪ For the month, a portion of the advance payment will be recouped. ▪ Retention payments in accordance with the contract's terms. ▪ Amount required to cover third-party obligations. ▪ Amount to cover detected flaws in the works that have not been repaired.

•The sums for advance payments and retention will be subtracted from the payments. Within twenty-eight (28) days after the day each certificate was granted, the procuring entity shall pay the contractor the sums certified by the procuring entity's representative. The procuring entity is not required to pay interest on late payments or revisions. •The procuring entity may pay the contractor the first progress payment if at least twenty percent (20%) of the work has been completed as confirmed by the procuring entity's representative. •Items of the works with a price of \"0\" (zero) will not be paid for by the procuring entity and will be regarded as covered by the contract's other rates and prices. ❑ The contractor must submit monthly statements to the procuring entity's representative detailing the projected value of the work completed less the cumulative amount previously certified. ❑ The representative of the procuring entity shall review the contractor's monthly statement and certify the amount to be paid to the contractor. ❑ The value of the work completed shall be: ▪ be selected by the representative of the procuring entity; ▪ consist of the value of the number of materials in the completed Bill of Quantities; and ▪ incorporate authorized variations' values ❑ In light of new information, the procuring entity's representative may omit any item certified in a prior certificate or modify the percentage of any item previously certified in any certificate.

The contractor guarantees the works stipulated in this contract and all the materials it will apply and use in the construction as well as the workmanship of all its work under this contract and shall make good of its own account and/or its own expenses. After final acceptance of the project by the owner, the contractor shall assume full responsibility for any damage or destruction of the works except those occasioned by Force Majeure. They shall be required to put up warranty security denominated in Philippine Pesos provided in Section 62.2.3.3 of IRRA of R. A. 9184 and shall remain effective for one (1) year from the date of issuance of the certificate of final acceptance and shall be returned and accepted only after the lapse of the said one (1) year period. In addition, the provisions of An. 1723 of the New Civil Code shall also apply to guarantee the work performance of the contractor. •Retention ❑ The procuring entity should deduct a percentage of each payment payable to the contractor based on the rate provided in the invitation to bid. ❑ Progress payments are subject to a ten percent (10%) retention, referred to as \"retention money,\" which is based on the total amount due to the contractor prior to any deduction and is retained from each progress payment until fifty percent (50%) of the value of works, as determined by the procuring entity, is completed. If the work is completed successfully and on time after fifty percent (50%) completion, no additional retention shall be made; otherwise, the ten percent (10%) retention shall be imposed again at the rate mentioned. ❑ The total “retention money” shall be due for release upon final acceptance of the works. The contractor, however, may request the substitution of the retention money for each progress billing with irrevocable standby letters of credit from a commercial bank, bank guarantees or surety bonds callable on demand, of amounts equivalent to the retention money substituted for and acceptable to the procuring entity, provided that the project is on schedule and is satisfactorily undertaken. Otherwise, the ten (10%) percent retention shall be made. Said irrevocable standby letters of credit, bank guarantees, and/or surety bonds, to be posted in favor of the government shall be valid for a duration to be determined by the concerned implementing office/agency or procuring entity and will answer for the purpose for which the ten (10%) percent retention is intended, i.e., to cover uncorrected discovered defects and third party liabilities ❑ the Following completion of the whole works, the contractor may replace the retention money with an “on-demand\" bank guarantee in a form acceptable to the procuring entity.

•For each day that the completion date is later than the projected completion date, the contractor must pay liquidated damages to the purchasing organization. For each day of delay, the appropriate liquidated damages are at least one-tenth (1/10) of a percent of the cost of the unperformed piece. The entire amount of liquidated damages must not exceed ten percent (10%) of the contract value. Liquidated damages may be deducted from payments owing to the contractor by the procuring body. The contractor is unaffected by the payment of liquidated damages. The purchasing entity may rescind this contract if the total amount of liquidated damages surpass ten percent (10%) of the contract value, without prejudice to any other courses of action or remedies available to it. ❑ If the intended completion date is delayed after liquidated damages have been paid, the procuring entity's engineer must revise the next payment certificate to correct any overpayment of liquidated damages by the contractor. Interest on the overpayment will be paid to the contractor at the following rates, computed from the date of payment until the date of repayment: ▪ The sums for advance payments and retention will be subtracted from the payments. Within twenty-eight (28) days after the day each certificate was issued, the procuring entity shall pay the contractor the sums certified by the procuring entity's representative. The procuring entity is not required to pay interest on late payments or revisions.

❑ If a conflict or dispute of any sort arises between the parties related to the performance of the contract covered, parties must make every effort to settle the dispute. ❑ If the contractor believes that a decision made by the procuring entity’s representative was made outside of the authority granted to the procuring entity's representative by this contract or was made incorrectly, the decision must be referred to the arbiter specified in the SCC within fourteen (14) days of the procuring entity’s representative's decision being notified. ❑ According to the provisions of Republic Act No. 876, The “Arbitration Law” and Republic Act 9285 - “Alternative Dispute Resolution Act of 2004” states that all disputes arising from the implementation of this contract covered by the R.A. 9184 and its IRR shall be submitted to arbitration in the Philippines. ❑ However, disputes that are within the Construction Industry Arbitration Commission’s jurisdiction shall be referred there. The arbitration procedure will be incorporated as a provision in this Contract, which will be implemented in accordance with the act and its IRR: Provided, however, that the parties may mutually agree in writing to use other alternative dispute resolution methods.



03

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City MOBILIZATION UNIT QUANTITY UNIT COST AMOUNT Duration: 3 days (VAT not included) DESCRIPTION 2,302.89 DAYS NUMBER RATE/DAY 2,100.00 A. MATERIAL COST: 7,500.00 31 767.63 B. LABOR 31 700.00 Project Engineer 35 500.00 Foreman Laborer Sub-total P 11,902.89 DAYS NUMBER RENTAL RATE/DAY 4,110.00 16,012.89 C. EQUIPMENT 11 4,110.00 Backhoe P 1,441.16 Sub-total 1,281.03 2,722.19 D. ESTIMATED DIRECT COST 2,248.21 20,983.29 E. MARK-UPS P 20,983.29 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC P 2. Contractor's Profit, 8% of EDC Sub-total p F. VAT, 12% of (EDC + Mark-ups) P G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City METAL FABRICATION Fabrication of Reinforcing Steel UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION pcs. 20.00 20,000.00 A. MATERIAL COST: pcs. 5.00 1,000.00 550.00 304 Stainless Steel Pipe 38mm. dia pcs. 10 110.00 990.00 Stainless Steel 45 Degree Elbow pcs. 20 99.00 15000 Stainless Steel Escutcheon Plate pcs. 20 750 Angle bar -3/16\" x 2\" x 2\" x 20' pcs. 20 1540 30,800.00 GI pipe - 1 1/2\" dia. x 20' x sched. 40 pcs. 10 420 8,400.00 Flat bar - 3/16\" x 1\" x 20' pcs. 20 195 1,950.00 10mm Deformed Steel Bar kgs. 4 270 5,400.00 GI Tubular 3/4 x 3/4 1.2mm pcs. 3 70 280.00 Welding Rod pcs. 3 44 132.00 Flap Disc 55 165.00 Grinding Disc Sub-total P 83,667.00 B. LABOR DAYS NUMBER RATE/DAY 18,423.12 Project Engineer 16,800.00 Foreman 24 1 767.63 48,000.00 Laborer 24 1 700.00 31,200.00 Steel Man 24 4 500.00 24 2 650.00 Sub-total P 114,423.12 C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY 12,000.00 Welding Machine 2,400.00 Grinder 24 1 500.00 24 1 100.00 Sub-total P 14,400.00 D. ESTIMATED DIRECT COST (TOTAL) P 212,490.12 E. MARK-UPS 19,124.11 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 16,999.21 2. Contractor's Profit, 8% of EDC P 36,123.32 Sub-Total F. VAT, 12% of (EDC + Mark-ups) P 29,833.61 G. TOTAL COST OF WORK ITEM P 278,447.05 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 278,447.05

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City METAL FABRICATION Installation of Reinforcing Steel DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT (VAT not included) A. MATERIAL COST: pcs. 165.00 Grinding Disc pcs. 3.00 55.00 132.00 Flap Disc kgs. 3.00 44.00 280.00 Welding Rod 4 70.00 Sub-total P 577.00 DAYS NUMBER RATE/DAY B. LABOR 24 1 767.63 18,423.12 Project Engineer 24 1 700.00 16,800.00 Foreman 24 4 500.00 48,000.00 Laborer 24 2 650.00 31,200.00 Steel Man Sub-total P 83,223.12 C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY 12,000.00 Welding Machine 2,400.00 Grinder 24 1 500.00 24 1 100.00 Sub-total P 14,400.00 D. ESTIMATED DIRECT COST (TOTAL) P 98,200.12 E. MARK-UPS 8,838.01 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 7,856.01 2. Contractor's Profit, 8% of EDC P 16,694.02 Sub-Total F. VAT, 12% of (EDC + Mark-ups) P 13,787.30 G. TOTAL COST OF WORK ITEM P 128,681.44 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 128,681.44

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City CONCRETE WORKS Reinforcing Steel DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT A. MATERIAL COST: (VAT not included) 61,597.20 34,648.65 Reinforcing Steel, Grade 33, 12mm diameter kgs. 1,539.93 40.00 73,548.00 Reinforcing Steel, 16mm diameter kgs. 769.97 45.00 169,793.85 GI Tire Wire Ga. 16 kgs. 162 454.00 74,400.00 Sub-total P 16,800.00 120,000.00 DAYS NUMBER RATE/DAY 211,200.00 B. LABOR 24 1 3,100.00 40,800.00 Project Engineer 67,200.00 Foreman 24 1 700.00 108,000.00 Laborer 488,993.85 24 10 500.00 83,128.95 Sub-total P 68,654.74 640,777.54 DAYS NUMBER RENTAL RATE/DAY 640,777.54 C. EQUIPMENT 24 1 1,700.00 Bar Cutter 24 1 2,800.00 Bar Bender P Sub-total (TOTAL) P D. ESTIMATED DIRECT COST P E. MARK-UPS 44,009.45 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 39,119.51 2. Contractor's Profit, 8% of EDC P F. VAT, 12% of (EDC + Mark-ups) P G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity)

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City CONCRETE WORKS Fabrication and Installation of Formworks for Structural Concrete Works DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT (VAT not included) A. MATERIAL COST: 29,750.00 24,750.00 Marine Plywood 4'x8' pcs. 50.00 595.00 2\" x 2\" Good Lumber bd.ft 750.00 33.00 2,500.00 11,250.00 Shoring Jack pcs. 25.00 100.00 11,250.00 Adjustable U-head Jack pcs. 75.00 150.00 2,500.00 Adjustable Base Jack pcs. 75.00 150.00 6,250.00 Swivel Clamp pcs. 50.00 50.00 Fixed Clamp pcs. 125.00 50.00 88,250.00 Sub-total P 16,120.23 14,700.00 DAYS NUMBER RATE/DAY 157,500.00 B. LABOR 21 1 767.63 188,320.23 Project Engineer 21 1 700.00 Foreman 21 15 500.00 Laborer P Sub-total DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT D. ESTIMATED DIRECT COST P - 276,570.23 E. MARK-UPS (TOTAL) P 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 47,016.94 2. Contractor's Profit, 8% of EDC P 24,891.32 38,830.46 F. VAT, 12% of (EDC + Mark-ups) 22,125.62 362,417.63 362,417.63 G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City CONCRETE WORKS Structural Concrete, (Class A, 28 days) UNIT QUANTITY UNIT COST AMOUNT DESCRIPTION (VAT not included) 1,668,300.00 A. MATERIAL COST: 297,500.00 bags 1,245 1,340.00 629,300.00 Cement cu.m 70 4,250.00 Sand cu.m 140 4,495.00 2,595,100.00 Gravel (3/4\") P 65,100.00 Sub-total 14,700.00 DAYS NUMBER RATE/DAY 157,500.00 B. LABOR 237,300.00 Project Engineer 21 1 3,100.00 Foreman 21 1 700.00 Laborer 21 15 500.00 Sub-total P C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY D. ESTIMATED DIRECT COST P - 2,832,400.00 E. MARK-UPS (TOTAL) P 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 481,508.00 2. Contractor's Profit, 8% of EDC P 254,916.00 397,668.96 F. VAT, 12% of (EDC + Mark-ups) 226,592.00 3,711,576.96 3,711,576.96 G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City ROOFING WORKS UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION 17,935.05 A. MATERIAL COST: sq.m 61.845 290.00 100.00 pcs 25.00 4.00 Pre-Painted Rib Type Expanded Panel Roofing m 22.00 3,696.00 6-mm diameter J-Bolt with Felt and Cyclonic Washer pcs 4.00 168.00 200.00 Gutter (0.6mm) m 5.00 50.00 875.00 12\" x 1\" Plain GI Strap l.m 5.00 840.00 Flashing kgs. 2.00 175.00 160.00 Ridge Roll 168.00 Welding Rod 80.00 Sub-total P 20,110.05 DAYS NUMBER RATE/DAY 3,070.52 2,800.00 B. LABOR 4 1 767.63 10,000.00 Project Engineer 4 1 700.00 15,870.52 Foreman 4 5 500.00 Laborer 8,000.00 8,000.00 Sub-total P 43,980.57 7,476.70 C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY Welding Machine 4 1 2,000.00 6,174.87 57,632.14 P 57,632.14 D. ESTIMATED DIRECT COST (TOTAL) P E. MARK-UPS P 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 3,958.25 2. Contractor's Profit, 8% of EDC 3,518.45 F. VAT, 12% of (EDC + Mark-ups) P G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City ARCHITECTURAL FINISHES Tiles Installation DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT (VAT not included) A. MATERIAL COST: bags 2,552 683,936.00 Cement (A, 20 mm) cu.m 141.7728 268.00 120,506.88 Sand (20 mm) pcs. 850.00 52,768.80 Tiles (30x30) pcs. 1512 180,968.70 Tiles (40x40) bags 2,013 34.9 39,000.00 Tile Grout (2 kg) bags 89.90 44,040.00 Tile Adhesive (25 kg) 156 250.00 176.16 250.00 1,121,220.38 Sub-total P 49,600.00 11,200.00 DAYS NUMBER RATE/DAY 16,000.00 B. LABOR 16 1 3,100.00 76,800.00 Project Engineer Foreman 16 1 700.00 Laborer 16 2 500.00 Sub-total P DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT D. ESTIMATED DIRECT COST P 0 1,198,020.38 E. MARK-UPS (TOTAL) P 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 203,663.46 2. Contractor's Profit, 8% of EDC P 107,821.83 168,202.06 F. VAT, 12% of (EDC + Mark-ups) 95,841.63 1,569,885.91 1,569,885.91 G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City MASONRY WORKS CHB laying, including Reinforcing Steel Bar UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION A. MATERIAL COST: Cement bags 1,245 1,340.00 1,668,300.00 Sand CHB (4\") cu.m 70 4,250.00 297,500.00 Reinforcing Steel Bar G.I Tie Wire Ga. 16 bags 8468 12.00 101,616.00 kgs. 769.97 45.00 34,648.65 kgs. 162 454.00 73,548.00 Sub-total P 2,175,612.65 DAYS NUMBER RATE/DAY B. LABOR 7 1 3,100.00 21,700.00 Project Engineer 7 1 1,800.00 12,600.00 Foreman 7 1 650.00 Skilled Laborer 7 11 500.00 4,550.00 Laborer 38,500.00 Sub-total P 77,350.00 C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY 21000 Bagger Mixer 7 1 3,000.00 Sub-total P 21000 D. ESTIMATED DIRECT COST (TOTAL) P 2,273,962.65 E. MARK-UPS P 386,573.65 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 204,656.64 2. Contractor's Profit, 8% of EDC 181,917.01 F. VAT, 12% of (EDC + Mark-ups) P 319,264.36 G. TOTAL COST OF WORK ITEM P 2,979,800.66 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 2,979,800.66

Name of the Project Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City ELECTRICAL WORKS Eelctrical Wiring and Devices (12 days) UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION sets 15 375.00 A. MATERIAL COST: sets 4 25.00 91.00 Utility Box (Metal) pcs. 4 22.75 Junction Box roll 2 35.00 140.00 Receptacle pcs. 20 1,665.00 3,330.00 Duraflex wires (2.0 mm) pcs. 32 110.00 2,200.00 Panasonic Switches pcs. 20 235.00 7,520.00 Philips LED Fluorescent Lamps 89.00 1,780.00 Philips Lamp Bulbs Sub-total P 15,436.00 B. LABOR DAYS NUMBER RATE/DAY 4,605.78 Project Engineer 4,200.00 Foreman 61 767.63 15,000.00 Laborer 61 700.00 12,187.50 Electrical Engineerr 65 500.00 12 1 1,015.63 Sub-total P 35,993.28 DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT Sub-total P D. ESTIMATED DIRECT COST (TOTAL) P 51,429.28 E. MARK-UPS P 4,628.64 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC P 4,114.34 2. Contractor's Profit, 8% of EDC Sub-total 8,742.98 F. VAT, 12% of (EDC + Mark-ups) P 7,220.67 G. TOTAL COST OF WORK ITEM P 67,392.93 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 67,392.93

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City PLUMBING & SANITARY WORKS UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION pc 575.00 A. MATERIAL COST: pc 1 575.00 2295.00 FIRST FLOOR: pc 1 2,295.00 2250.00 Vent Stack (H/L) pc 6 375.00 5355.00 Soil Stack (U/G) set 7 765.00 Vent Pipe (H/L) set 3 96.00 288.00 Soil Pipe (U/G) set 2 2,600.00 5200.00 FCO 3 2,907.00 8721.00 Drop in Sink (DS) Down Pipe Sub-total P 24,684.00 SECOND FLOOR: pc 1 575.00 575.00 Vent Stack (H/L) Soil Stack (U/G) pc 1 2,295.00 2,295.00 Vent Stack thru wall Vent Pipe (H/L) pc 1 2,295.00 2,295.00 Soil Pipe (U/G) FCO pc 6 375.00 2,250.00 Drop in Sink (DS) pc 8 765.00 6,120.00 set 3 96.00 288.00 set 2 2,600.00 5,200.00 Sub-total P 19,023.00 CATCH BASIN: bags 25 268.00 6,700.00 Cement cu.m 5.525 850.00 4,696.25 Sand cu.m 899.00 5,510.87 Gravel 6.13 5,680.00 Reinforcing Steel Bar kg 142 40.00 21,338.00 Tie Wire # 16 kg 454.00 2,373.90 CHB 4\" pcs 47 205 11.58 Sub-total P 46,299.02 B. LABOR DAYS NUMBER RATE/DAY 12,150.00 Project Engineer 6,907.95 Foreman 91 1,350.00 9,135.00 Plumber/Sanitary Engineer 91 767.55 Laborer 91 25,776.00 12 4 1,015.00 537.00 Sub-total P 53,968.95 DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT P- D. ESTIMATED DIRECT COST (TOTAL) P 143,974.97 E. MARK-UPS P 24,475.74 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 12,957.75 2. Contractor's Profit, 8% of EDC 11,518.00 F. VAT, 12% of (EDC + Mark-ups) P 20,214.09 G. TOTAL COST OF WORK ITEM P 188,664.80 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 188,664.80

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City OTHER FINISHES Bathroom fixtures DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT A. MATERIAL COST: (VAT not included) 110,400.00 Water closets pcs. 12.00 9,200.00 17,328.00 Urinals pcs. 6.00 2,888.00 27,924.00 Lavatory pcs. 13.00 2,148.00 1,398.00 Grab bars pcs. 2.00 127,290.00 Phenolic board partition pcs. 10.00 699.00 9,979.20 Salt & Pepper Granite slab sq.m 3.02 12729.00 3300.00 Sub-total P 294,319.20 B. LABOR DAYS NUMBER RATE/DAY 31,000.00 Project Engineer 7,000.00 Foreman 10 1 3,100.00 6,000.00 Master Plumber/Sanitary Engineer 15,000.00 Laborer 10 1 700.00 59,000.00 Sub-total 10 1 600.00 - C. EQUIPMENT 353,319.20 10 3 500.00 D. ESTIMATED DIRECT COST 60,064.26 E. MARK-UPS P 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 49,606.02 2. Contractor's Profit, 8% of EDC DAYS NUMBER RENTAL RATE/DAY 462,989.48 F. VAT, 12% of (EDC + Mark-ups) 462,989.48 G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) (TOTAL) P P 31,798.73 28,265.54 P P P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City OTHER FINISHES DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT Concrete Plastering (VAT not included) bags 2,552 683,936.00 A. MATERIAL COST: cu.m 141.7728 268.00 120,506.88 Cement (A, 20 mm) 850.00 Sand (20 mm) Bathroom Wall Tiles (40x40) pcs. 1,763 89.90 158,493.70 Tile Grout (2 kg) bags 342 250.00 85,500.00 Tile Adhesive (25 kg) bags 441 250.00 110,250.00 1,158,686.58 Sub-total P 142,600.00 B. LABOR DAYS NUMBER RATE/DAY 32,200.00 Project Engineer 322,000.00 Foreman 46 1 3,100.00 496,800.00 Laborer 46 1 700.00 46 14 500.00 27000 Sub-total 27000 P 1,682,486.58 C. EQUIPMENT 286,022.72 Bagger Mixer DAYS NUMBER RENTAL RATE/DAY 236,221.12 D. ESTIMATED DIRECT COST 91 3000 2,204,730.41 P 2,204,730.41 E. MARK-UPS 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC (TOTAL) P 2. Contractor's Profit, 8% of EDC P F. VAT, 12% of (EDC + Mark-ups) 151,423.79 134,598.93 G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City THERMAL AND MOISTURE PROTECTION Waterproofing for toilets, roof deck, and firewall UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION A. MATERIAL COST: 3 Ply Waterproofing Membrane - Toilets sq.m. 40.43 500.00 20,215.00 5 Ply Waterproofing Membrane - Roof Deck sq.m. 220.87 700.00 154,609.00 SAPAL RTU gal. 128.1772308 304.75 39,062.01 18 inches rollers pcs. 10 140.00 1,400.00 Sub-total P 215,286.01 DAYS NUMBER RATE/DAY B. LABOR 7 1 767.63 5,373.41 Project Engineer 7 1 700.00 4,900.00 Foreman 7 10 500.00 35,000.00 Laborer Sub-total P 45,273.41 DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT Sub-total P D. ESTIMATED DIRECT COST (TOTAL) P 260,559.42 E. MARK-UPS P 44,295.10 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 23,450.35 2. Contractor's Profit, 8% of EDC 20,844.75 F. VAT, 12% of (EDC + Mark-ups) P 36,582.54 G. TOTAL COST OF WORK ITEM P 341,437.07 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 341,437.07

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City DOORS AND WINDOWS Duration: 5 Days A. MATERIAL COST: DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT Doors (VAT not included) D1 set 4 65,942.00 D2 set 2 16,485.50 15,867.00 D3 set 2 7,933.50 D4 set 6 1,650.00 3,300.00 D5 set 10 1,650.00 9,900.00 D6 set 5 1,650.00 16,500.00 D7 set 1 4,670.00 45,182.00 D8 set 2 26,661.61 D9 set 1 26,661.61 91,770.66 D10 set 1 45,885.33 26,661.61 D11 set 1 26,661.61 45,885.33 45,885.33 4,886.00 4,886.00 Sub-total P 352,556.21 Windows *considered area per set W1 W2 set 1 1,972.00 2839.68 W3 set 1 W4 set 1 1,972.00 2129.76 W5 set 1 W6 set 1 1,972.00 2129.76 set 2 W7 1,972.00 2839.68 set 1 1,972.00 7,099.20 484.00 1,481.04 1,972.00 24,399.65 484.00 Sub-total P 42,918.77 DAYS NUMBER RATE/DAY B. LABOR 51 767.63 3,838.15 Project Engineer 51 700.00 3,500.00 Foreman 55 500.00 12,500.00 Laborer Sub-total P 19,838.15 C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY D. ESTIMATED DIRECT COST (TOTAL) P 415,313.13 E. MARK-UPS P 37,378.18 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC P 33,225.05 2. Contractor's Profit, 8% of EDC Sub-total P 70,603.23 F. VAT, 12% of (EDC + Mark-ups) P 58,309.96 G. TOTAL COST OF WORK ITEM P 544,226.33 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 544,226.33

Project Name: Proposed Two-Storey Matalino Building with Roof Deck Location: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City CARPENTRY WORKS Janitor's Cabinet, slop sink door, electrical riser door DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT A. MATERIAL COST (VAT not included) 5,841.00 477.00 19mm Thick Marine Plywood (8'x4') pcs. 9 649.00 500.00 Wood glue pcs. 3 159.00 408.00 Screws pcs. 250 48.00 Concealed Hinge pcs. 12 2.00 675.00 Knobs/Handles pcs. 6 34.00 Wood Putty pcs. 1 8.00 7,949.00 675.00 5,373.41 Sub-total P 4,900.00 8,400.00 B. LABOR COST DAYS NUMBER RATE/DAY 18,673.41 Project Engineer 7 1 767.63 Foreman 7 1 700.00 26,622.41 Carpenter 7 2 600.00 Sub-total P C. EQUIPMENT DAYS NUMBER RENTAL RATE/DAY Sub-total P D. ESTIMATE DIRECT COST (TOTAL) P E. MARK-UPS 2,396.02 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 2,129.79 2. Contractor's Profit, 8% of EDC P 4,525.81 Sub-Total P 3,737.79 F. VAT, 12% of (EDC + Mark-ups) P 34,886.01 G. TOTAL COST OF WORK ITEM P 34,886.01 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity)

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City ARCHITECTURAL FINISHES Ceiling DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT A. MATERIAL COST: (VAT not included) 96,989.56 Acoustic ceiling board sq.m 277.25 260(2x4ft) 45,906.24 4.5mm thick Hardiflex Fiber cement boards sq.m 256.06 533 (4x8ft) Sub-total P 142,895.80 DAYS NUMBER RATE/DAY 65,100.00 14,700.00 B. LABOR 21 1 3,100.00 262,500.00 Project Engineer 21 1 700.00 342,300.00 Foreman 21 25 500.00 Laborer P Sub-total DAYS NUMBER RENTAL RATE/DAY C. EQUIPMENT Sub-total P 485,195.80 82,483.29 D. ESTIMATED DIRECT COST (TOTAL) P 68,121.49 E. MARK-UPS P 635,800.57 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 43,667.62 635,800.57 2. Contractor's Profit, 8% of EDC 38,815.66 F. VAT, 12% of (EDC + Mark-ups) P G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City PAINTING Painting , (5 days) UNIT QUANTITY UNIT COST AMOUNT (VAT not included) DESCRIPTION A. MATERIAL COST: Concrete Neutralizer gals. 3.55 392.00 1,319.60 Concrete Sealer/Primer Patching Compund gals. 1.88 506.00 951.28 Semi-Gloss Latex Paint gals. 2.5 484.00 1,210.00 gals. 3.55 613.00 2,176.15 Sub-total P 5,657.03 B. LABOR DAYS NUMBER RATE/DAY 46,500.00 Project Engineer 27,000.00 Foreman 15 1 3,100.00 37,500.00 Laborer 15 1 1,800.00 Skilled Laborer 15 5 700 15 1 500.00 700 Sub-total P 111,700.00 DAYS NUMBER RATE/DAY P C. EQUIPMENT - P 117,357.03 D. ESTIMATED DIRECT COST (TOTAL) P 117,357.03 E. MARK-UPS P 7,370.69 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC 3,902.13 2. Contractor's Profit, 8% of EDC 3,468.56 F. VAT, 12% of (EDC + Mark-ups) P 14,967.33 G. TOTAL COST OF WORK ITEM P 139,695.05 H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P 139,695.05

NAME OF PROJECT: Proposed Two-Storey Matalino Building with Roof Deck LOCATION: University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City DEMOBILIZATION UNIT QUANTITY UNIT COST AMOUNT Duration: 3 days DESCRIPTION (VAT not included) 2,302.89 2,100.00 A. MATERIAL COST: DAYS NUMBER RATE/DAY 3,000.00 B. LABOR 31 767.63 Project Engineer 31 700.00 Foreman 32 500.00 Laborer Sub-total P 7,402.89 DAYS NUMBER RENTAL RATE/DAY 4,200.00 11,602.89 C. EQUIPMENT 11 4,200.00 Loader P 1,044.26 Sub-total 928.23 D. ESTIMATED DIRECT COST 1,972.49 1,629.05 E. MARK-UPS P 15,204.43 1. Overhead, Contingence, Miscellaneous (OCM) & Expenses, 9% of EDC P 15,204.43 2. Contractor's Profit, 8% of EDC Sub-total F. VAT, 12% of (EDC + Mark-ups) P G. TOTAL COST OF WORK ITEM P H. ITEM UNIT COST (Total Cost of Work Item/Assumed Quantity) P

PROJECT TITLE: BILL OF QUANTITIES PROJECT LOCATION: Proposed Two-Storey Matalino Building with Roof Deck University of Batangas-Downtown Campus, M.H. Del Pilar St., Batangas City DESCRIPTION OF WORK UNIT QUANTITY UNIT PRICE (Pesos) AMOUNT (Pesos) 20,983.29 20,983.29 Mobilization L.S 1.00 17,674.18 3,711,576.96 CONCRETE WORKS 362,417.63 362,417.63 Structural Concrete, (Class A, 28 days) cu.m 210 351.89 2,979,800.66 Fabrication and Installation of Formworks for Structural Concrete WoLr.kSs. 1.00 278,447.05 278,447.05 128,681.44 128,681.44 MASONRY WORKS 504.01 341,437.07 CHB laying, including Reinforcing Steel Bar sq.m 8468 34,886.01 34,886.01 METAL FABRICATION 544,226.33 544,226.33 Fabrication of Reinforcing Steel L.S. 1.00 2,434.80 1,569,885.91 Installation of Reinforcing Steel L.S. 1.00 130.18 2,204,730.41 THERMAL AND MOISTURE PROTECTION 931.88 57,632.14 Waterproofing for toilets, roof deck, and firewall sq.m 677.44 407,128.49 407,128.49 CARPENTRY WORKS 67,392.93 67,392.93 Janitor's Cabinet, Slop Sink Door, Electric Riser Door set 1.00 462,989.48 462,989.48 188,664.80 188,664.80 DOORS AND WINDOWS 206.21 139,695.05 Doors and Windows L.S 1.00 15,204.43 15,204.43 13,515,780.08 ARCHITECTURAL FINISHES Tiles Installation sq.m 644.77 OTHER FINISHES Concrete Plastering sq.m 16,936.00 ROOFING WORKS Roofing Works sq.m 61.845 Trusses and Purlins Fabrication with water leak test L.S 1.00 ELECTIRCAL WORKS Electrical Wiring and Devices sq.m 1.00 PLUMBING & SANITARY WORKS Plumbing Fixtures L.S 1.00 Plumbing (Rough Ins) L.S & cu.m 1.00 PAINTING WORKS Concrete Painting sq.m 677.44 Demobilization L.S 1.00 APPROVED BUDGET FOR THE CONTRACT



04

Project Title: Proposed Two–Storey Matalino Project Lead: Engr. Kayessel Grace B. Binay Project Start: Wed, 7-Sep-2022 Display Week: 1 Tas k Start En A. Mobilization 07-Sep-22 10-Se B. Fabrication of Reinforcing Steel 10-Sep-22 04-Oc C. Installation of Reinforcing Steel 10-Sep-22 04-Oc D. Fabrication and Installation of Formworks for Structural Concrete Works 04-Oct-22 25-Oc E. Concrete Pouring 25-Oct-22 15-No F. Concrete Curing 15-Nov-22 10-Ja G. Trusses and Purlins Fabrication with water leak test 15-Nov-22 29-No H. Roofing and Roofing Accessories and Installation 29-Nov-22 03-De I. Tiles Installation 29-Nov-22 15-De J. Laying of CHB and other wall partitions 04-Oct-22 25-Oc K. Electrical and Plumbing (Rough-ins) 15-Nov-22 27-No L. Electrical and Plumbing Fixtures and Installation 25-Oct-22 04-No M. Concrete Plastering 15-Dec-22 30-Ja N. Thermal and Moisture Protection 30-Jan-23 06-Fe O. Doors and Windows Installation 30-Jan-23 04-Fe P. Building & Installation (Carpentry Works) 04-Feb-23 11-Fe Q. Concrete Painting 04-Feb-23 19-Fe R. Demobilization 19-Feb-23 22-Fe

o Building with Roof Deck y 05-Sep-22 12-Sep-22 19-Sep-22 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 nd M TWT F S SM TWT F S SM TWT F S S ep-22 ct-22 ct-22 ct-22 ov-22 an-23 ov-22 ec-22 ec-22 ct-22 ov-22 ov-22 an-23 eb-23 eb-23 eb-23 eb-23 eb-23 For the reference to the complete Gantt Chart, see the Microsoft Excel file.

SCHEDULE Activity A. Mobilization B. Fabrication of Reinforcing Steel C. Installation of Reinforcing Steel D. Fabrication and Installation of Formworks for Structural Concrete E. Concrete Pouring F. Concrete Curing G. Trusses and Purlins Fabrication with water leak test H. Roofing and Roofing Accessories and Installation I. Tiles Installation J. Laying of CHB and other wall partitions K. Electrical and Plumbing (Rough-ins) L. Electrical and Plumbing Fixtures and Installation M. Concrete Plastering N. Thermal and Moisture Protection O. Doors and Windows Installation P. Building & Installation (Carpentry Works) Q. Concrete Painting R. Demobilization

OF WORK Manpower Duration Cost Precedence 7 3 ₱ 20,983.29 - 8 24 ₱ 278,447.05 A 8 24 ₱ 128,681.44 A 17 21 ₱ 362,417.63 17 21 ₱2,474,384.64 e Works B,C 2 56 ₱1,237,192.32 D 16 14 ₱ 407,128.49 E 7 4 ₱ 57,632.14 E 4 16 ₱ 1,569,885.91 G 14 21 ₱2,979,800.66 G,K 12 C 21 10 ₱ 719,047.21 E 46 J 16 7 ₱2,204,730.41 I 12 5 ₱ 341,437.07 M 7 7 ₱ 544,226.33 4 15 ₱ 34,886.01 H,M,F 8 3 ₱ 139,695.05 O 4 ₱ 15,204.43 O,L N,P,Q

ES DR EF ACTIVITY LS TF LF 000 033 3 24 27 27 21 48 48 21 69 69 12 START A B D E K 000 003 3 0 27 27 0 48 48 0 69 71 2 3 24 27 27 21 48 69 14 C J G 3 0 27 119 92 140 69 0 69 56 F 89 20 48 10 L 140 92

2 81 83 16 99 99 46 145 145 7 152 K I M N 83 83 0 99 99 0 145 158 13 165 4 83 83 4 87 145 5 150 150 7 157 G H O P 83 141 58 145 145 0 150 158 13 165 150 15 165 6 125 165 3 168 168 168 168 F Q R FINISHED 0 145 150 0 165 168 0 168 165 0 168 0 58 L 2 150 CRITICAL PATH A-B-D-E-G-I-M-O-Q-R A-C-D-E-G-I-M-O-Q-R



05

S. No Description M AN POWER LOAD IN G PLAN 2022 A Manpower 1 Project Engineer September 2 Foreman 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 26 27 28 29 30 3 Laborer 7 7 7 7 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 4 Steelman 111111111111111111111 5 Skilled Laborer 111111111111111111111 6 Carpenter 555588888888888888888 7 Electrical Engineer 44444444444444444 2022 S. No Description October 1 3 4 5 6 7 8 10 11 12 13 14 15 17 18 19 20 21 22 24 25 26 27 28 29 31 Manpower 14 14 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 23 23 23 23 23 23 1 Project Engineer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Foreman 11111111111111111111111111 3 Laborer 8 8 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 20 20 20 20 20 20 4 Steelman 44 5 Skilled Laborer 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 6 Carpenter 7 Electrical Engineer 111111 2022 S. No Description November 1 2 3 4 5 7 8 9 10 11 12 14 15 16 17 18 19 21 22 23 24 25 26 28 29 30 Manpower 23 23 23 23 22 22 22 22 22 22 22 22 37 37 37 37 37 37 37 37 37 37 37 36 43 43 1 Project Engineer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Foreman 11111111111111111111111111 3 Laborer 20 20 20 20 20 20 20 20 20 20 20 20 34 34 34 34 34 34 34 34 34 34 34 34 41 41 4 Steelman 5 Skilled Laborer 6 Carpenter 7 Electrical Engineer 1 1 1 1 11111111111

2022 S. No Description December 1 2 3 5 6 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 26 27 28 29 30 31 Manpower 43 43 43 43 43 43 43 43 43 43 43 43 43 26 26 26 26 26 26 26 26 26 26 26 26 26 26 1 Project Engineer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Foreman 111111111111111111111111111 3 Laborer 41 41 41 41 41 41 41 41 41 41 41 41 41 24 24 24 24 24 24 24 24 24 24 24 24 24 24 4 Steelman 5 Skilled Laborer 6 Carpenter 7 Electrical Engineer 2023 S. No Description January 2 3 4 5 6 7 9 10 11 12 13 14 16 17 18 19 20 21 23 24 25 26 27 28 30 31 Manpower 26 26 26 26 26 26 26 26 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 12 1 Project Engineer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Foreman 11111111111111111111111111 3 Laborer 24 24 24 24 24 24 24 24 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 10 4 Steelman 5 Skilled Laborer 6 Carpenter 7 Electrical Engineer 2023 S. No Description February 1 2 3 4 6 7 8 9 10 11 13 14 15 16 17 18 20 21 Manpower 17 17 17 20 20 20 20 20 20 18 18 18 18 18 18 18 4 4 1 Project Engineer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Foreman 111111111111111111 3 Laborer 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 2 2 4 Steelman 5 Skilled Laborer 1111111111111 6 Carpenter 222222 7 Electrical Engineer

NO. OF WORKERS 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 DAYS O

6 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 OF WORK *Clearer version can be viewed in a Microsoft Excel file.

S. No Description EQUIPM ENT LOADING PLAN 2022 A Equipment 1 Backhoe September 2 Welding Machine 3 Grinder 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 26 27 28 29 30 4 Bagger Mixer 5 Bar Cutter 100666666666666666666 6 Bar Blender 1 7 Loader 222222222222222222 222222222222222222 111111111111111111 111111111111111111 S. No Description 2022 October Equipment 1 Backhoe 1 3 4 5 6 7 8 10 11 12 13 14 15 17 18 19 20 21 22 24 25 26 27 28 29 31 2 Welding Machine 3 Grinder 66111111111111111111000011 4 Bagger Mixer 5 Bar Cutter 22 11 6 Bar Blender 22 7 Loader 111111111111111111 11 11 S. No Description 2022 November Equipment 1 Backhoe 1 2 3 4 5 7 8 9 10 11 12 14 15 16 17 18 19 21 22 23 24 25 26 28 29 30 2 Welding Machine 3 Grinder 11000000000000000000000000 4 Bagger Mixer 5 Bar Cutter 11 6 Bar Blender 7 Loader

S. No Description 2022 December Equipment 1 Backhoe 1 2 3 5 6 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 26 27 28 29 30 31 2 Welding Machine 3 Grinder 000000000001111111110000000 4 Bagger Mixer 5 Bar Cutter 111111111 6 Bar Blender 7 Loader S. No Description 2023 January Equipment 1 Backhoe 2 3 4 5 6 7 9 10 11 12 13 14 16 17 18 19 20 21 23 24 25 26 27 28 30 31 2 Welding Machine 3 Grinder 00000000000000000000000000 4 Bagger Mixer 5 Bar Cutter 6 Bar Blender 7 Loader S. No Description 2023 February Equipment 1 Backhoe 1 2 3 4 6 7 8 9 10 11 13 14 15 16 17 18 20 21 2 Welding Machine 3 Grinder 000000000000000010 4 Bagger Mixer 5 Bar Cutter 1 6 Bar Blender 7 Loader

NO. OF EQUIPMENT 6 5 4 3 2 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 DAYS