Tender For Dlp Road Patch Work Sehla To Dheerasar Via Daudsar Kanger - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. In area of non-thorny jungle 4 Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materialin layers not exceeding 250 mm and mpaction with plate compactor or power rammer torestore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means 5 Shoulder and Base Work 6 Dressing of Berms including digging of earth upto 10cm depth 7 Maintenance of WBM road including filling up of pot holes ruts and rectifying corrugated surface damaged edges and ravelling as per MoRTH Specification Clause 404. 8 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401. 9 Bituminous Work 10 Supply of readymade cold bituminous mixture for pothole patching in potholes in accordance with IRC:116-2014 specifications with IRC: 116-2014 spccifications with 5.6% MC800 Cut back Bitumen and suitable anti stripping agent with all lead and lift in 50 kg plastic lined sturdy bags complete in all respect as per direction of engincer-in- charge including all transportation, stacking & taxes etc Placing and compacting readymade cold bituminous mixture in potholes duly prepared in accordance with IRC:116-2014 with Specifications with all lead and lift for placement at site complete in all respect as per Direction of Engineer-in-charge including alltaxes etc 11 Cement Work 12 Construction of un-reinforced , plain cement concrete pavement M30(Grade), thickness as per design, over a prepared sub base, with 43/53grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommendedportion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver and finished incontinuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant nearapproaches to bridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH Specification Clause 602 includingvaccum dewatering process with all required equipments (Dowel Bars will bepaid seprately). 13 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS: 432 of specified length and diameters as per MoRTHSpecification IRC 15 & 58 including cutting, placing in positionacross transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge 14 Repair of Surface defects in existing cement concrete pavement surface by providing and laying treatment of wear & tear concrete surface with pre-mixed, ready to use, geopolymer based mortar & confirming to ASTM C 1600 upto 10 mm thickness with following property– Curing Free, compressive strength of 15 MPa within 2 hours, Quick Setting, bond strength of 4 MPa within 24 hours andrepaired surface should be ready to use within 3 hours. Note : (This item is to be used in only emergency situation after decided by Engineer in charge ) 15 Road Furniture Work 16 Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures withsynthetic enamel paint as per IRC specifications. 17 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board asperdrawings and MoRTH specification Clause 800 & 3000
