13/BDO/KHB/APAS/2025-26/25

Spreading and consolidation river bed materials to a depth of 100 mm and above withConstruction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal asnecessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, lighting,guarding and barricading including cost and carriage of all materials and making necessaryearthen bundh of one metre wide on each side toprotect the edgescomplete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).i power rollar to proper gradient and camber including watering as necessary lighghting , gourding, barricading and making earthen bundh there necessary to protect edges and curing with water 2 to 3 days mending cracks and depression by rolling whrere necessary complete as per specifications.

Earthwork in excavation in foundation trenches or Drain in all sort of soil (including mixed soil but excluding laterite or stacking the spoils within a lead of 75m as directed.The item includs necessary trimming the sides of trenches.leveling dressing and ramming the bottom, bailing out watersandstonas required complete.

Labour for laying 150 mm size boulder soling including rough dressing breaking necessary hand packing and ramming down small stone pices in the intestices including rolling and preparation the bed to proper level and camber with necessary cushioning over bed and ultimate filling of voids with sand including cost of materials but excluding the cost of stone boulder.( Rate Analysis attached).

(1:2:4) C.C. with 20mm down bazree with materials supplied at site excluding shuttering.( Rate Analysis attached).

Providing formwork and staging show as to give smooth concrete surface finish including hire and labour charge for the same bridges and culverts including stripping off and removing after completion of work and necessary battae curve surface etc all complete (a) formwork with timber planks in well steining kerb,components of pire,abutmenr=t retaining wall, wall of box type bridge vertical and inclind sides of superstructure other than hollow box type bridges, parapet kerp, road cuve rail post cable tray, cable tray etc.(i) for portion of hight 1.0m