Most viewed tenders
38. N.h. 58 Se Maidpur Rai Marg Ka Avshesh
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
Providing & laying granular sub-base by well graded material grade-I,spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 401 of MORD [Sir No 4.1]
Provding laying and spreading material on a prepared sub grade, adding cement @2% by weight to the spread material manully, 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.
Provding laying and spreading material on a prepared subbase, adding 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 Base.
Cartage of maxphalt from godown to site.
Providing and applying tack coat with Bitumen V.G.-10 using emulsion distributor at the rate of 0.35 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 502 Sr. 5.2(iii)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508.
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, as approved.
Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
Construction of NP-3 Hume pipe culvert of.450.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)
Direction Sign Board of 4'x3' size having 18 gauge sheet with the post of 1-1/4" dia. white & Red alternate Painted Pipe incl. fixing in c.c. of 1:2:4 cement, c.sand & stone grit with piller.
Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.46+0.68) Kg./m2. .