Construction work of SRMD road Gyanpurwa to Nausahara via Baba ki Gadhi devstahan Link Road and 5 years maintenance work in F.Y. 2026-27 in District Hardoi.

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 requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. Including Labour Cess but Excluding G.S.T.

Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1(local earth / with out Quartage) . Including Labour Cess but Excluding G.S.T.

Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / 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 401. / (i) For Grading I Material Including Labour Cess but Excluding

Providing, laying and spreading material on 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 achive the desired unconfined compressive strength and to from a layer of base. Including Labour Cess but Excluding G.S.T.

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom . Including cost of Bitumen, Labour Cess but Excluding G.S.T.

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Including cost of Bitumen, Labour Cess but Excluding G.S.T

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . Including cost of Bitumen, Labour Cess but Excluding G.S.T

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 / Rate as per item No.11.4 of Chapter 11 Including Labour Cess but Excluding G.S.T.

Laying reinforced cement concrement pipe of 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets Including Labour Cess but Excluding G.S.T.

Laying reinforced cement concrement pipe of 350mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets Including Labour Cess but Excluding G.S.T.