Barangay Cambalidio, Libmanan, Camarines Sur Tender

Description Clustered Infrastructure Projects - Php 903,734.60 Name Of Project: Rehabilitation Of Open Canal Location: Zone 7, Cambalidio, Libmanan, Camarines Sur Appropriation: P 200,000.00 Source Of Funds: 20% Edf - C/y 2024 Description: Open Canal Excavation & Re-shaping Of Canal Concrete Works Masonry Works Dimension L = 17m W=0.50m D=0.50m Stiffener At Every 3m Stone Masonry Dimension L = 16m W=0.30m D=1.285m Concrete Pathway Dimension L = 18m W=1.00m D=0.10m Detailed Cost Estimates Open Canal I. Excavation & Re-shaping Of Canal 7.14 Cu.m Ii. Concrete Works Estimated Quantity= 1.60 Cu.m A. Materials 15 Bags Cement 1 Cu.m Washed Sand 2 Cu.m 3/4" Crushed Gravel 1 Pcs Rcp 450mm 26 Pcs Rsb 10mm 3 Pcs Rsb 8mm 2 Kgs #16 Tie Wire 3 Pc 1/4" Thk Ordinary Plywood 95 Bdft Formlumber 6 Kgs Assorted Cw Nail B. Labor C. Equipment Rental For 1 Days 1 Unit Concrete Bagger Mixer D. Hauling 15 Bags Cement 1 Cu.m Washed Sand 2 Cu.m 3/4" Crushed Gravel 1 Pcs Rcp 450mm 26 Pcs Rsb 10mm 3 Pcs Rsb 8mm 3 Pc 1/4" Thk Ordinary Plywood 95 Bdft Formlumber Iii. Masonry Works Estimated Quantity = 17.00 Sq.m A. Materials 224 Pcs 4" Chb 25 Bags Cement 2 Cu.m Washed Sand 7 Pcs Rsb 10mm 7 Pcs Rsb 8mm 1 Kgs #16 Tie Wire B. Labor C. Hauling 224 Pcs 4" Chb 25 Bags Cement 2 Cu.m Wahsed Sand 7 Pcs Rsb 10mm 7 Pcs Rsb 8mm Iv. Stone Masonry Estimated Quantity = 16.00m Iv. A Excavation Work 6.06 Cu.m Excavation Works Iv. B Stone Masonry A. Materials 13 Cu.m Boulder 39 Bags Cement 4 Cu.m Washed Sand 3 Pcs 2"pvc Pipe B. Labor C. Hauling 13 Cu.m Boulder 39 Bags Cement 4 Cu.m Washed Sand V. Concrete Pathway Estimated Quantity = 18.00 M V.a Item 100- Removal Of Existing Pccp 1 Lot Removal Of Existing Pccp V. B Item 500 - Sub-grade Preparation 18.0 Sq.m Sub-grade Preparation V. C Item 200- Aggregate Subbase Coarse A. Materials 1.8 Cu.m Aggregate Subbase Coarse B. Labor 1 Foreman 2 Helper C. Equipment Rental For 1 Days 1 Unit Plate Compactor D. Hauling 1.8 Cu.m Aggregate Subbase Coarse V.d Item 311- Pccp A. Materials 17 Bags Cement 1 Cu.m Washed Sand 2 Cu.m 3/4" Crushed Gravel 42 Bdft Ccl 1 Kgs Assorted Cw Nail B. Labor C. Equipment Rental For 1 Days 1 Unit Concrete Bagger Mixer D. Hauling 17 Bags Cement 1 Cu.m Washed Sand 2 Cu.m 3/4" Crushed Gravel 42 Bdft Ccl Special Items Spl I Project Billboard 1 Pc Billboard With Frame (8ft X 8ft) Spl Ii Construction Safety & Health 3 Pc Uniform 3 Pc Hard Hat 3 Pc Safety Boots 3 Pc Gloves Spl Iii Photographs 1 Lot Photographs ----------------------------------------------- Construction Of Brgy. Road Location: Cambalidio, Libmanan, Camarines Sur Appropriation: P 130,000.00 Source Of Fund: 20% Edf Cy 2024 Description: Carriageway L = 15.50 M W = 2.50 M T = 0.23 M Detailed Cost Estimates I. Item 105 - Sub-grade Preparation Estimated Quantity = 38.8 Sq.m 38.8 Sq.m Sub-grade Preparation Ii. Item 200 - Aggregate Subbase Coarse Estimated Quantity = 8.53 Cu.m A. Materials 8.53 Cu.m Aggregate Subbase Coarse (delivered To Site) B. Labor 1 Foreman 2 Helper C. Equipment Rental (for 2 Days) 1 Unit Plate Compactor Iv. Item 311- Portland Cement Concrete Pavement Estimated Quantity = 8.91 Cu.m A. Materials 81 Bags Cement 9 Cu.m 3/4 Crushed Gravel 5 Cu.m Washed Sand 171 Bdft Ccl 1 Kgs Assorted Cw Nail B. Labor C. Equipment Rental (for 2 Days) 1 Unit Concrete Bagger Mixer D. Hauling 81 Bags Cement 9 Cu.m 3/4 Crushed Gravel 5 Cu.m Washed Sand 171 Bdft Ccl Special Item Spl I Project Billboard 1 Pc Project Billboard (8ft X 8ft) Spl Ii Construction Safety & Health 3 Pcs Uniform 3 Pcs Hard Hat 3 Pcs Gloves 3 Pcs Safety Boots Spl Iii Photograph 1 Lot Photograph -------------------------------------------------------- Construction Of Concrete Pathway Location: Sitio Lantad, Cambalidio, Libmanan, Camarines Sur Appropriation: P 173,734.60 Source Of Fund: 20% Edf Cy 2024 Description: Carriageway L= 101.50 M W= 1.00 M T= 0.10 M Detailed Cost Estimates I. Item 105 - Sub-grade Preparation Estimated Quantity = 101.5 Sq.m. 101.5 Sq.m Sub-grade Preparation Ii. Item 200 - Aggregate Subbase Coarse Estimated Quantity = 11.17 Cu.m A. Materials 11.17 Cu.m Aggregate Subbase Coarse (delivered To Site) B. Labor 1 Foreman 3 Helper C. Equipment Rental ( For 2 Days) 1 Unit Plate Compactor Iv. Item 311 - Portland Cement Concrete Pavement Estimated Quantity = 10.15 Cu.m A. Materials 92 Bags Cement 11 Cu.m 3/4 Crushed Gravel 6 Cu.m Washed Sand 471 Bdft Ccl 2 Kgs Assorted Cw Nail B. Labor C. Equipment Rental ( For 2 Days) 1 Unit Concrete Bagger Mixer D. Hauling 92 Bags Cement 11 Cu.m 3/4 Crushed Gravel 6 Cu.m Washed Sand 471 Bdft Ccl Special Item Spl I Project Billboard 1 Pc Project Billboard (8ft X 8ft) Spl Ii Construction Safety & Health 3 Pcs Uniform 3 Pcs Hard Hat 3 Pcs Gloves 3 Pcs Safety Boots Spl Iii Photograph 1 Lot Photograph ------------------------ Construction Of Concrete Pathway Location : Sitio Burabod & Sitio San Cirilo, Cambalidio, Libmanan, Camarines Sur Appropriation: P 300,000.00 Source Of Fund: 20% Edf Cy 2024 Description: Carriageway L= 170.00 M W= 1.00m T= 0.10m Detailed Cost Estimates I. Item 105 - Sub-grade Preparation Estimated Quantity= 170.00 Sq.m 170 Sq.m Sub-grade Preparation Ii. Item 200 - Aggregate Subbase Coarse Estimated Quantity = 28.05 Cu.m A. Materials 28.05 Cu.m Aggregate Subbase Coarse ( Delivered To Site) B. Labor 1 Foreman 3 Helper C. Equipment Rental ( For 4 Days) 1 Unit Plate Compactor Iv. Item 311 - Portland Cement Concrete Pavement Estimated Quantity = 17.00 Cu.m A. Materials 153 Bags Cement 17 Cu.m 3/4 Crushed Gravel 9 Cu.m Washed Sand 2 Pcs 600mm Rcpc 782 Bdft Ccl 6 Kgs Assorted Cw Nail B. Labor C. Equipment Rental ( For 3 Days) 1 Unit Concrete Bagger Mixer D. Hauling 153 Bags Cement 17 Cu.m 3/4 Crushed Gravel 9 Cu.m Washed Sand 2 Pcs 600mm Rcpc 782 Bdft Ccl Special Item Spl I Project Billboard 1 Pc Project Billboard ( 8ft X 8ft) Spl Ii Construction Safety & Health 3 Pcs Uniform 3 Pcs Hard Hat 3 Pcs Gloves 3 Pcs Safety Boots Spl Iii Photograph 1 Lot Photograph ------------------------- Improvement Of Drainage Canal Location: Zone 4, Cambalidio, Libmanan, Camarines Sur Appropriation: P 100,000.00 Source Of Funds: 20% Edf - 2023 Description: Construction Of Drainage Canal Length = 24 M Width = 0.6 M Depth = 0.6 M Stiffener At Every 3m Detailed Cost Estimates I. Earthworks Estimated Quantity= 8.64 Cu.m 8.64 Cu.m Ii. Concrete Works Estimated Quantity = 2.00 Cu.m A. Materials 19 Bags Cement 2 Cu.m Washed Sand 3 Cu.m 3/4" Crushed Gravel 35 Pcs Rsb 10mm 3 Pcs Rsb 8mm 3 Kg #16 G.i Tire Wire 1 Pc 1/4" Thk Ordinary Plywood 36 Bdft Formlumber 7 Kgs Assorted Cw Nail B. Labor C. Hauling 19 Bags Cement 2 Cu.m Washed Sand 3 Cu.m 3/4" Crushed Gravel 35 Pcs Rsb 10mm 3 Pcs Rsb 8mm 1 Pc 1/4" Thk Ordinary Plywood 36 Bdft Formlumber Iii. Masonry Works Estimated Quantity= 19.2 Sq.m A. Materials 252 Pcs 4" Chb 40 Bags Cement 3 Cu.m Washed Sand 11 Pcs Rsb 10mm 8 Pcs Rsb 8mm 1 Kgs #16 G.i Tie Wire B. Labor C. Hauling 252 Pcs 4" Chb 40 Bags Cement 3 Cu.m Washed Sand 11 Pcs Rsb 10mm 8 Pcs Rsb 8mm Special Item Spl I Construction Billboard 1 Pc Billboard Spl Ii Construction Safety & Health 1 Lot Construction Safety And Health Spl Iii Photograph 1 Lot Photograph