S/R to Kutibari to Baderibaju such as Box Cell Culvert at Ch. 2/000 Km for the year 2025-26

Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Completeas per specification & direction of Engineer in charge

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical etc. complete.as per specification & direction of Engineer in chargeA.Foundation

B.Sub structure

P.C.C, Nominal Mix M20 in open foundation using 12mm.size chips includind centering,shuttering,cost conveyance,royality taxes of all materials completeas per specification & direction of Engineer in charge

R.C.C, M25 in foundation using 12mm.size chips includind centering,shuttering,cost conveyance,royality taxes of all materials complete as per specification & direction of Engineer in charge Raft

Rib,pier,Hunch

Deck Slab

Providing and laying cement concrete wearing course RCC M30 grade complete as per drawing and technical specifications.as per specification & direction of Engineer in charge

R.C.C, M30 for Railing using 12mm.size chips includinding, centering,shuttering,cost conveyance,royality taxes of all materials completeas per specification & direction of Engineer in charge

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.as per specification & direction of Engineer in charge

Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per specification & direction of Engineer in charge

Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer - in - charge

Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of brick masonry, including disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per as per specification & direction of Engineer in charge

Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete.as per specification & direction of Engineer in charge

Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per as per specification & direction of Engineer in charge

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