reconstruction work of sawayajpur to semariya link road and 5 years maintenance work in f.y. 2024-25 in district hardoi. - construction of embankment with approved material obtained from availble land as permitted and approved by engineer-incharge and as per technical specitaion clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 (including labour cess but excluding gst) 2 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 (including labour cess but excluding gst) 3 granular sub-base with well graded material (table 400.1) (a)by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheelroller to achieve the desired density, completeas per technical specification clause 401.(i)for grading i material (including labour cess but excluding gst) 4 providing, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, hand packing,rolling with smoothwheel roller 80-100 kn instages to proper grade and camber,applyingand brooming, stone screening/bindingmaterials to fill-upthe interstices of coarseaggregate, watering and compacting to therequired density grading 2 as per technicalspecification clause 405. (including labour cess but excluding gst)(a)by manual means 5 providing, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kn instages to proper grade and camber, applyingand brooming, stonescreening to fill-up theinterstices of coarse aggregate, watering andcompacting to the required density grading 3as per technical specification clause 405.(a)by manual means (including labour cess but excluding gst) 6 providing, laying, and spreading graded stone aggregate to stablized wet mix macadam (cement 1% opc & 3.5% ss bitumen emulsion by weight of mix. ) andspecification 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 subbase/ base course on well prepared surface and density compacting withvibratory roller to achieve the desired density..(including labour cess but excluding gst) 7 (iii)providing and applying tack coat withbitumen vg-10 using bitumen distributor atthe rate of 0.35 to 0.45 kg per sqm on theprepared granularsurfaces treated with primer& cleaned with hydraulic broom as per (including bitumen, labour cess but excluding gst)technical specification clause 503. 8 providing, laying and rolling of open-gradedpremix carpet of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either usingpenetration grade bitumen or emulsion torequired line, grade and level to serve aswearing course on a previously prepared base,including mixing in a suitable plant, laying androlling with a three wheel 80-100 kn static rollercapacity, finished to required level and gradesto be followed by sealcoat of either type a ortype b or type c as per technicalspecificationclause 508.case - i by manual means(i)bitumen (s-90)(includingbitumen, labour cess but excluding gst) 9 providing and laying seal coat sealing the voidsin a bituminous surface laid to the specifiedlevels, grade and cross fall using type a, typeb and type c as per technical specificatioclause 510a.by manual meanscase - iii : type c(i)bitumen (s-90) (including bitumenlabour cess, but excluding gst) 10 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.(including labour cess but excluding gst) 11 providing concrete for plain/reinforced concretein open foundationscomplete as per drawingsand technical specifications clause 802, 803,1202 & 1203i.p.c.c grade m 10(i)nominal mix 1:3:6 (including labour cess but excluding gst) 12 brick masonry work in cement mortar infoundation complete excludingpointing andplastering as per drawing and technicalspecifications clauses 600, 1202& 1203 i. brick masonry in 1:3 cement mortar (including labour cess but excluding gst) 13 pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 (including labour cess but excluding gst) 14 laying reinforced cement concrement pipe 1000 mm diafor culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (including labour cess but excluding gst) 15 maintenance of constructed road for next five yrears after the actual date of completion the amount to be paid as total maintenance cost for next five years in the form of installment as below. (rates are including labour cess but excluding gst)1st year zero and 2nd year after the actual date of completion @ 0.75% of total construction cost. 16 3rd year @ 1.50% of total construction cost 17 4th year @ 2.25% of total construction cost 18 5th year @ 3.00% of total construction cost