Tender For Repair Of Road Under A/R After Rainy Season Under P.W.D. Sub Division Teonthar - Crusher Run Macadam Sub Base/Base Courseproviding Crushed Stone Aggregate, Depositing On A Prepared Surface By Hauling Vehicles, Spreading And Mixing With A Motorg, rewa-Madhya Pradesh

Tender For Repair Of Road Under A/R After Rainy Season Under P.W.D. Sub Division Teonthar - Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motorgrader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance toTable No. 400-14, 400-15 and as per clause of section 407 of specifications.(ii) For 37.5 mm maximum size 2 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12,400-13 and as per clause of section 406 of specifications.A By Sensor Paver 3 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion @ 21.5 kg per 10 sqm and seal coat type B with bitumen emulsion @ 10kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller. 4 Cable Duct Across the RoadProviding and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 2011 and approved drawings.(i) Single Row for one utility service 5 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope &camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be donein corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.A Hard Shoulders (CBR value >12)

INR 2000 /-

INR 33660.0 /-

INR 16.83 Lakhs /-

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