tender for challanput road to puraguda work - 1 clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, t&p articles required for the work etc. complete as per cluse 201 of mord by manual means etc. complete as per direction of the engineer-in-charge 2 cleaning the existing black topped surface with removal of foreign materials with brooms or soft btrushes and finally dusting with old gunny bages and/or compressed air to receive bituminous etc complete as per direction of eic. 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of mosrt&h specificarions for road & bridge works(4th revision) . 4 providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per clause 510 of mosrt&h specificationsfor road & bridge works (4th revision) 5 providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of mosrt&h specifications for road & bridges work (4th revision) 6 providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of mosrt&h specifications for road & bridges work (4th revision). 7 providin & laying semi dense bituminous concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of mosrt&h specifications for road and bridge works 8 construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of mosrt & h specification for road & bridge work (ar - 06, p - 157, item no - 35) 9 earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of engineer in charge. 10 filling sand-supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & t&p required for the work etc. complete as per specification & direction of engineer in charge. 11 pcc m-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of morth specification for road and bridge works (latest revision) but excluding the charges of gst including cost conveyance etc required as directed by engineer-in-charge. 12 pcc m-15 grade in sub-structure bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of morth specification for road and bridge works (latest revision) but excluding the charges of gst including cost conveyance etc required as directed by engineer-in-charge. 13 providing weep holes is brick masonry/paln/rainforced concrete abutment, wing wall / return wall with 100mm dia ac pipe, extending through the full width of the structure wirh slope of iv:20h towards drawing force etc, complete. 14 providing laying r.c.c. hume pipe np3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of mord specification for rural roads and as per irection of engineer-in charge. please enable macros to view boq information