tender for civil work -road work -tender package no . mmgsy wb-20-forbesganj-01 ( raniganj supaul path to resham lal chowk sharma tola mojha , pmgsy bistoriya jagta road to islampur palar tola ) in araria district , road name- raniganj supaul path to resham lal chowk sharma tola mojha providing & fixing of working benchmark pillars 2 nos . per km & 6 nos . of reference pillars required for 1 km . as per drawings given and direction of e/i , clearing and grubbing road land ( by manual means ) including uprooting wild vegetation , grass , bushes , shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201 . 1 and direction of e/i , excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1 . 5 m and lead upto 50 m as per technical specification clause 302 . 3 , construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300 . 1 and 300 . 2 as per technical specification clause 301 . 5 ( including royality & labour cess ) . , 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 cross-sections , 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 royality & labour cess ) . , loosening , levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm , mixed with water at omc and compacted by rolling so as to achieve minimum dry density as given in table 300 . 1 and 300 . 2 for embankment construction as per technical specification clause 301 . 4 . 1 , construction of embankment with material obtained from borrow pits with a lift upto 1 . 5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300 . 1 and 300 . 2 with a lead upto 1000 m & 100 m as per technical specification clause 301 . 5 . ( including royality & labour cess ) . ( i ) for 1000 m lead , ( ii ) for 100 m lead , 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 . i ) earthen shoulder , construction of granular sub-base by providing well graded material , spreading in uniform layers with tractor mounted grader arrangement 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 technical specification clause 401 . , providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 3 as per technical specification clause 405 . , 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 . 70- 1 . 0 kg/sqm using mechanical means as per technical specification clause 502 . , providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0 . 25 to 0 . 30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503 . , providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13 . 2 mm to 0 . 9 mm ( type-b ) aggregates using penetration grade bitumen 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 with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 , construction of panel concrete , plain cement concrete pavement , thickness as per design , over a prepared sub base , with 43 grade cement or any other type as per caluse 1501 . 2 . 2 m 30 ( grade ) coarse and fine aggregates conforming to is:383 , maximum size of coarse aggregate not exceeding 25mm , mixed in a concrete mixer of not less than 0 . 2 cum capasity 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 continous operation including provision of contraction and expansion , construction joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints , admixture as approved , curing of concrete slabs for 14 days . curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 . pcc grade m-30 eachpanel ( 0 . 50x0 . 50 ) thickness 100 mm . , laying brick soling layer on prepared sub-grade with brick on end edging according to lines , graded and cross-section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412 , supply and poviding np 3 300 mm dia hume pipe across carriageway in open areas . , reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703 . i ) km stone , ii ) 200 m stone , providing and fixing of retro- reflectorised cautionary , mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801 . 3 , fixed over aluminium sheeting , 1 . 5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing . i ) 600 mm equilateral & triangle , ii ) 600 mm circular , , iii ) 800 mm x 600 mm rectangular , , iv ) 600 mm x 450 mm rectangular , , providing and laying of hot applied thermoplastic compound 2 . 5 mm thick including reflectorising glass beads @ 250 gms per sqm area , thickness of 2 . 5 mm is exclusive of surface applied glass beads as per irc:35 . the finished surface to be level , uniform and free from streaks and holes . road marking on bt , road marking on cc , zebra crossing , reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25 , fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 , planting of trees by the road side ( avenue trees ) in 0 . 60 m dia holes , 1 m deep dug in the ground , mixing the soil w