construction of 3x3 mtr . span r . c . c . box culvert on kalandarha naala near bairiha village under chaubisi kamela datauli ( odr ) in block haidergarh , district barabanki . , earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out , construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 m , dressing of , plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications . pcc grade m15 , providing and laying of reinforced cement concrete m-25 grade in sub-structure complete as per drawing and technical specifications as per section 1500 , 1700 , 2200 of morth specification . , supplying , fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical specifications as per section 1600 , 2200 of morth specification . , providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and as per technical clause 2503 of morth specification . , providing and laying filter material underneath pitching in slopes complete as per drawing and as per technical clause 2504 of morth specification . , providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and as per technical clause 2504 of morth specification . , providing weep holes in brick masonry/stone masonry , plain/reinforced concrete abutment , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) , 20 ( h ) towards drawing face complete as per drawi , providing and laying of drainage spouts complete as per drawing and technical clause 2705 of morth specifications . , wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade . two or more coats on new work ( ist quality ( royal , silk ) asian / baerger ) ( sor no . 13 . 60 . 1 ) , providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications , construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads , transporting to site . spreading , grading to required slpoe and compacting to meet required of table 300 . 1 and 300 . 2 as per technic ( cartage earth ) , brick on edge pavement in boe soling road with sob / class-150 bricks laid dry joints filled with local sand . rate inclusive of cost of bricks , preparation base of proper slope and its ramming spreading layer of 1 . 00 cm depth of local sand over the sub-grade including t&p etc . required for proper completion of the work . rate complete & all inclusive . , 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 2% cement ( opc ) with rotavator at omc , and compacting with smooth wheel roller to achieve the desired density , complete as per technical specification clause 401 . , providing , laying and spreading material on a prepared sub base , cement @ 4% by weight to the spread material manually , mixing in place with rotavator and compacting with the road roller at omc to achieve the desired unconfined compressive strenght and to form a layer of sub-base/base . , providing and applying tack coat with bitumen vg-10 using prassur distributor at the rate of 0 . 35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per mord specification clause 503 and as per direction of engineer-in-charge to completion of work . , providing , laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13 . 2 mm to 5 . 6 mm aggregates of approved quarry using bitumen ( vg-10 ) to required line , grade and level to serve as wearing course on a previously prepared base , including mixing by mixol , laying and rolling with a three wheel 80-100 kn static roller , finished to required level and grades as per mord specification clause 508 and as per direction of engineer-in-charge to completion of work , providing and laying seal coat type-c to sealing the voids in a bituminous surface with 6 . 7 mm aggregates of approved quarry using bitumen ( vg-10 ) to required laid to the specified levels , grade and cross fall as per mord specification clause 510 and as per direction of engineer-in-charge to completion of work . , dismantling of existing structures like culverts , bridges , retaining walls and other structure comprising of masonry , cement concrete , wood work , steel work , including t&p and scaffolding wherever necessary , sorting the dismantled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres asper sor no . 692 , dismantling reinforcement cement concrete or reinforcement brick work including stacking of materials as directed by engineer-in-charge with in a distance of 60 mt . ( 200 feet ) as per 694 sor , reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification