Maintenance/Upgradation of Roads,Culvert and P/L Interlocking At I.A. Raebareli Site -2 Distt. Raebareli

Clearing jungle incloding uproeting of rack vegeunion, gros, brush wood, trees and taplings of girth up to 30 en mestared at a height of above ground level and 1 removal of mbbish up to a distance of 50 in outside the periphery of the area cleared

Scrafying metalled (water bound) read sorbet including disposal of rubbish lead upto 50 m and consolidation of the aggregate received from scrafying with power read roller of 3 to 10 tonne capacity

Preparation and conolidation of sub grade with power mmad roller of 8 to 12 torme capacity after excavating earth to an average of 22 5 em depth, dressing to camber and consolidation with road roller including making good the unkulations etz, and re-rolling the tob grade and disposal of surples earth with lead upto 50 meters.

Construction of granalar sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, specading in uniform layers with motor grader en prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of course aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with clectronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing clause 601 as per MORTH

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (M-40, PQC) conforming to 15 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, lajd with fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint scalant, debooding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of embankment with approved material obtained from available land as permitted and approved by Engineer in charge and as per Techgical specificatrion clause 7 301.3.4.1 with all lifts and leads spreading grading to required slope and compacting to meet requirement of tabics 300.1 and 300.02 as per Technical Specification Clause

Road marking with Hot Applied Thermplastic compound with reflectorizing beads on bituminous surface Providing and applying 25 min thick road marking strips (retro reflective) beads @ 250 gms per aqun area, thickness of 2.5 mmis exclusive of surface applied ghass beads as per IRC 35 -2015 Including cost of material, labour, TAP, cleaning the road surface of all dirt, seals, oil, grease and foreign maternal ac

"Reflective Ralred Pavement Markers (Cat Eye Road Stmd) Supply and loding of raised pavement meber with Made of Plastic body of RPM Road Stad shall be molded from ASA (Acrylic Styrene Acryloninite) or HIPS (Oigh-immed Polystyrene) Butadien Styrene (ARS) or Any ever sulable material approved by the Engineer. The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280, The Reflective panels shall consist of member of Imans contamming single de dual prisesatie cubes capable of providing total internal reflection of the light entring the lens face Linnes shall be mouted of methyl medacrylste conforming to ASTM D788 of equivalent. The shop on retro reffecting surface thall preferably be 35-1-5 degree to base and the area of each retro-reflecting surfecs shall not be less than 13.00 si crth the marker height shall not be less than 10 mm and shall not exceed 20 min & Width shall not exceed 130 mm. The base of the merker shall be flat within 1.3 em all road stud shall be legibly marked with the name, trade of other means of identification of the manufacture, spory Installations, excess adhesive around the edge of the marker, excess adbesive on the pavement and adhesivs on the exposed surfaces of the markers shas be Immediately removed. The contractor shall submit a two year warranty for satisfactory fheid performanes including stipulated retro-reflectance of the reffecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performanca of the finished rond marker shall also be given by the contractor who carries out the work of foxing of reflective road markers. In case the markers are displaced, damaged, get wor out or lose their reffectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include as maicrials, labour, TAP, transportation, Installation and incidentals all complete as per direction of the Engineer-in-Charge"

Surface dressing of the ground including ramoving vegetation and is equalities not 10 exceeding 15 cm deep and disposal of rubbish, lead upto 50 in and lift upto 1.5m..