tender for excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. (including all material, t&p, labour cess etc but excluding g.s.t.) , providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.(including all material, t&p, labour cess etc but excluding g.s.t.) , plain cement concrete 1:3:6 nominal mix in foundation with crust in stone aggregate 40mm nominal size mechnicaly mix, placed in foundation and compacted by vibration including curing for 14 days (including all material, t&p, labour cess etc but excluding g.s.t.) , reinforced cement concrete grade m25 using batching plant transit mixer & manual placing as per morth si. no. 12.9 case-ii and specification no.1500, 1700, 2100 (including all material, t&p, labour cess etc but excluding g.s.t.) , supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications (including all material, t&p, labour cess etc but excluding g.s.t.) , providing weep holes in brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia pvc pipe extended through the full width of structure with slope of 1v:20h towards drawing foce. complete as per drawing and technical specifications.(including all material, t&p, labour cess etc but excluding g.s.t.) , providing and laying pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (including all material, t&p, labour cess etc but excluding g.s.t.) , construction of embankment with material obtained from borrow pits 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 5.00 km as per technical specification clause 301.5 (cartage up to 5 km) (including all material, t&p, labour cess etc but excluding g.s.t.) , construction of embankment with material obtained from right of way construction of embankment with approved material obtained from right of way 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 (including all material, t&p, labour cess etc but excluding g.s.t.) , construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achive the desired denisty, complete as per technical specification clause 401. (including all material, t&p, labour cess etc but excluding g.s.t.) , providing laying and spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller and omc to achieve the desired uncomfined compressive strength and to form a layer of sub-base. (including all material, t&p, labour cess etc but excluding g.s.t.) , 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 and omc to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base (including all material, t&p, labour cess etc but excluding g.s.t.) , providing and applying tack coat with bitumen (vg-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bitumen surface cleaned with hydraulic broom as per technical specification clause 503. (including all material, t&p, labour cess etc but excluding g.s.t.) , providing laying and rolling of open-graded premix surfacing of 20 mm compacted thickness composed of 13.20 mm to 11.20 mm sizes of aggregates mix ratio 2:1 either using pnetration grade bitumen or emulsion to the 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 smooth wheeled roller 80-100 tonne capacity, and finishing to required level as per technical specification clause 508. (including all material, t&p, labour cess etc but excluding g.s.t.) , providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. (including all material, t&p, labour cess etc but excluding g.s.t.) , construction of subgrade and earthen shoulders 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 5.00km as per technical specification clause 303.1. (cartage up to 5km) (including all material, t&p, labour cess etc but excluding g.s.t.) , construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained fromright of way 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. (including all material, t&p, labour cess etc but excluding g.s.t.)