Janpad Chandauli me Amdaha se Narkati hote hue Gahila baba marg ke Km 9 me 3 gude 3 gude 3 m span ka RCC Box Culvert avam Pahuch marg ke Nirman Karya

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 rqquirement to tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 strength and to form a layer of sub-base/base Cement WBM grading-3 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Air compresser as per Technical Specification Clause 503. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen VG-10 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 three wheel static roller 80-100 KN capacity ,finished to required level and grades to be follwed by seal coat of Type -C as per Technical Specification Clause 508. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 405.(for minor bridge) (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 equirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead as per Technical Specification Clause 302.3 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Sand filling in Foundation trenches as per drawing and technical specification Clause 305.3.9 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 405.(for minor bridge)