Public Health And Municipal Engineering Department Tender

Compound Wall;BLD-CSTN-3-3: Using Concrete mixture up to Plinth Level : Plain Cement concrete nominal mix M15 (1:2.5:5) using coarse and fine aggregates 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 with nomonal reinforcement Over Brick walls with 0.025m bearing, Deduct Brick Pillars portion from walls

Compound Wall;BLD-CSTN-4-1-(34) ; 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) Footings, Pedestals, Colums

Compound Wall;BLD-CSTN-3-15- ( 31 ) -B: Supply and placing of the M-25 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 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 350 Kgs/ Cum the defference in cost shall be deducted. Column(0.30x0.30) for Gate portion

Compound Wall;BLD-CSTN-3-14-(31) - A : Supply and placing of the M-25 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 350 Kgs/ Cum the difference in cost shall be deducted Pedestals for Gate portion

Compound Wall;BLD-CSTN-3-14-(31) - A : Supply and placing of the M-25Design 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 350 Kgs/ Cum the difference in cost shall be deducted Footings for Gate portion

Compound Wall;Damp proof course 50 mm thick with 1:2:4 cement concrete Nominal mix, using 12mm graded hard broken stone aggregate including cost of all materials, conveyance charges of materials and cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc and overheads & contractors profit, complete for finished item of work. (Using concrete mixer) Over RR Masonry below Brick Masonry

Compound Wall;BLD-CSTN-5-11 (49) : 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials. Horizontal elevation portion

Compound Wall;BLD-CSTN-5-4-(42) ; Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc.including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work

Compound Wall;BLD-CSTN-6-12-(67) : Construction of RR Masonary in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, 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 for Basement. Above Ground Level except gate portion

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, 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 . PCC for Compound Wall

Compound Wall;BLD-CSTN-3-7-(24) 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 , 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. PCC for Compound Wall & PCC for Gate Footing

Compound Wall;RBR-EECD-9 -ii : Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH - Mechanical Means (with all lifts). Earthwork Excavation By Hard Rock

Compound Wall;BLD-CSTN-2-1 (9): Earth work excavation of Foundation 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). Earthwork Excavation By Manual Mean