Municipality Tender

compound wall;BLD-CSTN-3-15- ( 31 ) -B: Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site , sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges etc.,complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS. Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted.

compound wall;BLD-CSTN-3-14-(31) - A : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site . sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges etc.,complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for PLINTH, PEDESTALS and FOOTINGS. Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted

compound wall;BLD-CSTN-3-14-(31) - A : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site . sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges etc.,complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for PLINTH, PEDESTALS and FOOTINGS. Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted

compound wall;BLD-CSTN-6-13-(68) : Construction of RR Masonary in Cement Mortor ( 1:8 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including Seigniorage Charges on all Materials, ,labour charges for cutting Stones to required size and shape, mixing of Cement Mortor ,Construction, Scaffolding Charges curing etc., complete for finished item of Work

compound wall;BLD-CSTN-3-5 (22) - Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:5:10) 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;BLD-CSTN-2-1 (9): 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).