Directorate Of Municipal Administration Tender

code04 - Providing & laying in Position Reinforced Cement concrete M20 for all Foundation works. The granite/trap/basalt Crushed gradedc coarse aggregates and fine aggregates as per relevant IS Code machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirmimg to the reqirments of relevant IS Codes labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per rtechnical specification.(The cost of steel reinforecement & formwork shall be Paid Separately) (P-15 I-2.2.1.2) Vol-I SR (35% of Concrete Rate) Including Centering ---- As per the directions of the Engineer-in-charge of the work

code05 - Supplying, Fitting and Placing Uncoated TMT Bar Reinforcement in Sub-Structure Complete as per Drawing and Technical Specifications (P-99 I-13.1) Vol-III SR ---- As per the directions of the Engineer-in-charge of the work

code06 - Providing 12mm Cement plaster with cement mortor 1:4 (1Cement 4fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials,labour,curing complete as per specifications ans as per directions of Engineer-in-charges (P-41 I-8.1.1) Vol-II SR ---- As per the directions of the Engineer-in-charge of the work

code07 - Earthwork excavation for foundation by mechanical means for all works and depth upto 3m , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dresing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50m and lift upto 1.5m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work in all kinds of soil depth upto 3m ( P.No-8, IN-1.14.1 Vol-I SR) ---- As per the directions of the Engineer-in-charge of the work

code08 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ( P.No-15, IN-3.1 Vol-III SR ) ---- As per the directions of the Engineer-in-charge of the work

code09 - Construction of embankment with approved Gravel/Murrum obtained from borrow pits with a lift , transporting to site, spreading, grading to required slope and compacting Complete as per technical specifications including Cost of Materials, Usage. (P-7 I-1.8 Vol I SR) ---- As per the directions of the Engineer-in-charge of the work

code10 - Providing & 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 relevantIS Code machine mixed,laid in layers not exceeding 150mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour , usage charges of machineries , curing, and all other appurtenances required to complete the work as per rtechnical specification. (The cost of steel reinforecement & formwork shall be Paid Separately) (P-15 I-2.1.2) Vol-I SR- Mix 1:4:8 ---- As per the directions of the Engineer-in-charge of the work

code11 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and Conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(P.No 149/I-16.28) Vol- III SR ---- As per the directions of the Engineer-in-charge of the work

code12 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. (P-79 I-8.55 VOL III SR) ---- As per the directions of the Engineer-in-charge of the work