Municipality Tender

Compound Wall IVNMC;Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

Compound Wall IVNMC;Filling with Sand/Quarry Rubbish / spall /Dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Compound Wall IVNMC;Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Above G.L, wall 0.30 thick.

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Above G.L, wall 0.45 thick.

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Above G.L, wall 0.71 thick.

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Above G.L, wall 0.75 thick.

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Below G.L, wall 0.75 thick.

Compound Wall IVNMC;RCC M-20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm nonimal size Grade hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Below G.L, wall 0.825 thick.

Compound Wall IVNMC;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126

Compound Wall IVNMC;Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

Compound Wall IVNMC;Filling with Sand/Quarry Rubbish / spall /Dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Compound Wall IVNMC;Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).