Municipality Tender

CC Road;Construction of 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, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, and plate vibrators and finished in continuous operation including provision of contraction and expansion, joints, as approved, curing for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5

CC Road;Laying of Cement concrete (1:5:10) mix using 40mm size H.B.G. metal from approved quary including cost and conveyance of all materials and all labour charges for mixing concrete, laying, tamping, curing etc., as per SS and as directed by the Departmental Officers. BLD-CSTN-2-7).

CC Road;Vibrated Plain Cement concrete M20 grade Design mix using 20 mm graded metal including cost and conveyance of all materials and labour charges for centering, machine mixing, laying, vibrating and curing etc., including all other incidental charges of all T&Petc.,clause 802,803,1202,1203 MORD and 1500,1700,&2100 (RBR-FNDN-4-v-B(ii)) (with form work) for side walls

CC Road;Granular sub -base /surface course with local materials (table 400.13)in place method normal construction of granular sub base by proding local materils spreading in unform layer on prepared surface compacting with smooth roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408 MORD