Department Of Environment And Natural Resources Tender

Description For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: D E S C R I P T I O N Qty. Unit Part Ii - Other General Requirements B.5 Project Billboard 2.00 Each B.7 (2) Occupational Safety And Health Program 1.00 L. S. B.9 Mobilization / Demobilization 1.00 L. S. 1 Unit Reservoir- 2.4m X 5.0m X 2.4m Inside Dimension Division I- General Part A-earthwork 800 (1) Clearing And Grubbing 31.50 Sq. M. 803(1) A Structure Excavation 17.03 Cu.m. 804(4) Gravel Fill 3.31 Cu. M. Part B – Plain And Reinforced Concrete Work 900 (1) C1 Structural Concrete, Walls And Valve Box (class A, 3000 Psi At 28 Days) 7.06 Cu. M. 900 (1) C2 Structural Concrete,footings And Slab On Fill (class A, 3000 Psi At 28 Days) 7.21 Cu. M. 900 (1) C3 Structural Concrete, Footing Tie Beams (class A, 3000 Psi At 28 Days) 0.68 Cu. M. 900 (1) C4 Structural Concrete, Columns (class A, 3000 Psi At 28 Days) 0.77 Cu. M. 900 (1) C5 Structural Concrete,suspended Slab (class A, 3000 Psi At 28 Days) 0.30 Cu. M. 900 (1) C6 Structural Concrete, Class A, 3000 Psi At 28 Days 0.38 Cu. M. 902 (1) A Reinforcing Steel (deformed, Grade 40) 2,263.14 Kgs 903(2) Formworks And Falseworks 110.84 Sq. M. Division Ii-buildings Part C – Finishings And Other Civil Works 1002 (2) B3 Polyprophylene Random Copolymer (ppr-c) Pipes With Fittings (25mm) 2.00 Pcs 1002 (2) C3 Polyprophylene Random Copolymer (ppr-c) Pipes With Fittings 1.00 Pc 1016 (1) B Waterproofing 36.00 Sq.m. 1027 (1) Cement Plaster Finish 79.16 Sq.m. 1032 (1) A Painting Works 58.82 Sq.m. 1047 (5) Metal Structure Accessories (steel Plates) 39.25 Kgs 1047 (10) Metal Structure Accessories 1.00 L. S. Intake Tank (1.0m X 1.0m X 1.0m Inside Diameter) Division I- General Part A-earthwork 800 (1) Clearing And Grubbing 9.00 Sq.m. 1600 (2) Structure Excavation, Common Soil 0.50 Cu.m. 900 (1) C1 Structural Concrete, Walls And Valve Box (class A, 3000 Psi At 28 Days) 0.69 Cu. M. 900 (1) C2 Structural Concrete, Footings And Slab On Fill (class A, 3000 Psi At 28 Days) 1.18 Cu. M. 900 (1) C5 Structural Concrete,suspended Slab (class A, 3000 Psi At 28 Days) 0.25 Cu. M. 902 (1) A Reinforcing Steel (deformed, Grade 40) 142.29 Kgs Installation Of Transmission Pipe From Source To Reservoir 1600 (2) Pipeline Trench Excavation 7.20 Cu. M. 1601 (1) Fill And Backfill 5.40 Cu.m. 1602 (5) Polyethylene (pe) Plastic Pipe 1.00 L. S. Installation Of Distribution Pipes From Reservoir To Service Area 1600 (2) Pipeline Trench Excavation 333.60 Cu. M. 1601 (1) Fill And Backfill 291.90 Cu.m. 1602 (5) Polyethylene (pe) Plastic Pipe 1.00 L. S.