year 24-25 special repair of saidnagli manota road km 24100 c o culvert - excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 2 plain cement concrete with 4cm guage stone ballast and fine sand of 1.25 f.m and cement in proportion of 1:4:8 in foundation and under floorsand incliding supply of all meterial t&p and labour cess etc. as per direction of engineer in charge.required for propercompletion of the work. si no- 281andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 3 laying and compacting dry o.b.b. 40mm. gauge in foundation in layers of not more than 15cm. thickness including local sand, in ratio 2:1 as per direction of the engineer-in-charge including cost of all materials, labour t&p etc. required and including watering & ramming for proper completion of work. andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 4 m-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinthand incliding supply of all meterial t&p and labour cess etc. as per direction of engineer in charge. for proper complection of the work. (si no - 307-309) andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 5 supply and laying 1000 mm dia np-3 hume pipe si no- chp 1 new item (1) and chp 18 item no 1(5) andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 6 struck pointing with cement mortar consisting of 1 part cement and 2 part of the fine sand of 1.25 finenes modulus on brick work including supply of all materials labour and completion of work. si no 574 andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 7 concrete with 2 cm guage stone grit instead4cm guage stone ballastoffine sand of 1.25 f.m and cement in proportion of 1:2:4 in foundation and under floorsand incliding supply of all meterial t&p and labour cess etc. as per direction of engineer in charge.required for propercompletion of the work. (si no- 279 a) andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 8 sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc. rate to include cost of all materials labour t&p etc. required for proper completion of work. si no 255 andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 9 construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 10 providing, 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. andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 11 providing and applying primer coat with ss -1 grade bitumen emulsionon prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 12 providing & applying tack coat with bitumen vg-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 13 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 507 complete in all respects. andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t. 14 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects andincluding all material, labour, labour cess, t&p royalty, all tasex etc. complete as per diretcion by i-in-c but excluding g.s.t.