tender for laying work from dariyapur kahanigawan road to khanpur shankar border - dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202 ( bituminuspart ) 2 dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202 ( bituminuspart ) 3 cleaning of jungle including uprooting of trunk vegetations grass bush wood trees and saplings of girth up to 30.00 cm measured of a height of 1.0 m above ground level and removal of rubbish up to a distance of 50.00 m out side of the periphery of area cleaning as persi no., 259 4 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 5 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5but cortage from 2 km distance 6 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density complete. as per mord sr.no.4.1 technical specification clause 401. ( g.s.b. grade-i ) 7 providing, laying, spreading and compacting stone aggregates of specific sizes ( 63-45mm ) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn static roller in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per mord sr.no.4.7 ( 2 ) technical specification clause 405. ( wbm ii ) 8 providing, laying, spreading and compacting stone aggregates of specific sizes ( 53-22.4mm ) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn static roller in stages to proper grade and camber applying & brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grade 3 as per mord sr.no.4.7 ( 3 ) technical specification clause 405. ( wbm iii ) 9 constructionofsubgrade andearthensholders withapprove materialsobtained frombarrow pitsincluding 1.5m. lift and30m.lead. the earth from cutting to be used in macking embankment or to be deposited as spoil banks as directed by the engineer-in-charge. as persi no. 253 10 providing and applying primer coat with bitumen emulsion ( ss-1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg / sqm using mechanical means. as per mord sr.no. 5.1 ( i ) technical specification clause 502. 11 providing and applying tack coat with bitumen ( vg-10 ) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom. as per mord sr.no. 5.2 ( ii ) technical specification clause 503. 12 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling witha three wheel 80-100 kn static rollercapacity, finished to requiredlevel and grades to be followed by seal coat of eithertype c. by manual means. as per mord sr.no.5.9 ( itechnical specification clause 508. 13 providing and laying seal coatwith crushed stone chipping of 6.7 mm size defined as 100% passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c. by manual method. as per mord sr.no. 5.12technical specification clause 510. 14 laying of brick edging of both side of road with m-150 class of bricks with 8 cm. wide and 12 cm. deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and remming the excavated earth including t&p for proper completion of work. as per si no.765 15 laying of bricksolinglaid onedgedry joints filledwithlocal earth soil etccompleteas si no 762 16 earth work excavation in foundation in ordinary soil as per si no. 251 17 providing and laying in cement concrete 1:6:12 ( 1 cement : 6 fine sand of 1.25 fm : 12 graded brick aggregate 40 mm. nominal size ) curing including cost of material etc.for boxing. as per si no. 273 18 m-150 class brick work in 1:4 cement and fine sand1.25 fineness modulous mortar in including supply of all materials, labour and tools and plants etc. required for proper completion of the work.for nali.as per si no.305 19 struck cement pointing in 1:2 cement and fine sand morter as per sino.574 20 providing and layingreinforedcementconcrtepipe np3forculvertonconcrete beddingincludingfixingcoller withcementmortar 1 :2 6butexcludingexcavation, protection worksbackfillingconcrete andmasonaryworksin headwallandparapets ( 1x1000mm dia ) singlerow as per mord1100 21 e / w in cutting or in embankment with compacted ordinary soil in 20 cm. layers including ramming and dressing of surface to requried levels and slopes and also including 1.5 mt. lift and lead 30 mt. etcaspersi no 253 22 earth work excavation in foundation in ordinary soil as per si no. 251 23 providing and laying in cement concrete 1:6:12 ( 1 cement : 6 fine sand of 1.25 fm : 12 graded brick aggregate 40 mm. nominal size ) curing including cost of material etc.for boxing. as per si no. 273 24 providing and layingreinforedcementconcrtepipe np3 ( burriedconduit ) for gulincludingfixingcoller withcementmortar 1 :2 6butexcludingexcavation, protection worksbackfillingconcrete andmasonaryworksin headwallandparapets ( 1x300mm dia ) singlerow as per mord1100 25 earth work excavation in foundation in ordinary soil as per si no. 251 26 providing and laying in cement concrete 1:6:12 ( 1 cement : 6 fine sand of 1.25 fm : 12 graded brick aggregate 40 mm. nominal size ) curing including cost of material etc.for boxing. as per si no. 273 27 m-150 class brick work in 1:4 cement and fine sand1.25 fineness modulous mortar in including supply of all materials, labour and tools and plants etc. required for proper completion of the work.for nali.as per si no.305 28 12 mm thick plaster in 1:4 cement coarse sand mortar, 15mm thick on brick work in substructureincluding labour & t&p required for proper completion of the work s.i.no. 584 29 r.c.c. work in 1:2:4 with cement coarse sandand 20 mm gauge stone grite. including supply of material t&p complete work for cover of drain. as per si. no.283 30 mild steel ( ribbed tor steel ) or i / w in plain work such as reinforced concrete or reinforcementb / w when not i / c over all rates, wrought to required shape as necessary i / c bending for proper completion of the work and i / c of all ( material not issued to store.si no. 504 31 earth work excavation in foundation in ordinary soil as per si no. 251 32 providing and laying in cement concrete 1:6:12 ( 1 cement : 6 fine sand of 1.25 fm : 12 graded brick aggregate 40 mm. nominal size ) curing including cost of material etc.for boxing. as per si no. 273 33 m-150 class brick work in 1:4 cement and fine sand1.25 fineness modulous mortar in including supply of all materials, labour and tools and plants etc. required for proper completion of the work.for nali.as per si no.305 34 p / lgsb for baseofcement concrtepavement 35 construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technical specification clause 1501 36 s / f ordinarykilometer stone ( precast ) 37 s / f200 mstone / hectometre / rcclevel piller.