Directorate Of Municipal Administration Tender

vol 3 6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)

vol 3 8.42.7 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm Kerb Stone

vol 1 2.1.4 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

vol 3 8.10 - Painting Two Coats on New Concrete Surfaces, Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Approved rate 01.09.2023 - Providing and laying Surface Mount Reinforcement Bench Conforming to RDSO spect, without Arm rest and Back support with material specification of RCC M-30 Grade con le mix in accordance with 15: 10269/Latest in gray cement by using vibro-compaction technique and with reinforcement as detailed in Govng, speen. TMT reinforcement bars conforming to IS: 1786/1 of dia 10 mm used as main reinforcement bar and 4 mm dia mild steel bars used as stirrups as per drawing, Stirrups of 10 nos.-4 mm dia bar @ 150 mm C/C and Main Reinforcement 4 nos.-10 mm din bar. Each seating plank (bottom) of bench bolted with leg by help of 12 mm dia. X 65 mm length galvanized steel countersunk bolts with EVA washer - Backrest planks fitted with half threaded carriage bolts and nuts of size 165 mm X 8 mm dia with EVA & steel washer. Plank Dimension-1500mm x 440mm, Seat height from the ground 450mm, Distance between both legs. 340mm Architect drawing and direction. The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the eqiupment on site as per the site condition. The cost includes, cost of transportation, cost of labour, HOM of machinery etc., required to complete the work. As per the direction of Engineer-in-charge