Tender For Repair And Maintenance Of Road At 132 Kv Gss Ranoli Sikar - P&F Rigid Pvc Pipe Is 4985 Mark Class.Ii 4 Kg Sqm Appd.Quality Make Incl. Jointing The Pipe With Solvent Cement Rubber Ring And Lubricant :A. 110 Mm Dia(S-3/ 3.16.3) 2 Providing And , Sikar-Rajasthan

Tender For Repair And Maintenance Of Road At 132 Kv Gss Ranoli Sikar - P&F rigid PVC pipe IS 4985 mark class.II 4 Kg sqm appd.quality make incl. Jointing the pipe with solvent cement rubber ring and lubricant :A. 110 mm dia(S-3/ 3.16.3) 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B-3/3.1.6) 3 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete: for 1.0 km(R-17/17.45.i) 4 Construction ofun-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 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) (R-16/16.76) 5 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60mm as per drawings and as per IS 15658:2006. and materials conforming to MoRTH Specification Clause602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. CategoryB : Dentated only two side like I, Z, T shape as per IRC:SP:63-2004 (R-6/ 6.3.(ii).b ) 6 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal : Granular Sub-base with Well Graded Material (Table 400-1) : Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401 : For Grading II Material (R-4.1.A.ii) 7 Scarifying old bituminous road by making 50x50 mm furrows criss-cross at 1.0 metre interval at 45 degree to the center lineof the carriage way (R-16/16.6)

INR 1180 /-

INR 13.84 Lakhs /-

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