Construction of Weir adjacent to H.L Bridge over Dhedua Nallah at 2.90 Km on NH-18 (Asanbani) to Jamda Road in the District of Mayurbhanj.

Clearing & grubbing road land including uprooting rank vegetation, grass , bushes, shrubs, saplings & trees girth upto 300mm , removal of stumps etc. complete to shape as per direction of the Engineer-in-charge in the area of Light Jungle.

Earth work in excavation of foundation with dewatering in all kinds of soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc. complete as per direction of the Engineer-in-charge.

Filling foundation and plinth with sand well watered and rammed including cost & conveyance of materials, labour ,T&P, royalty & taxes etc.complete as per direction of the Engineer-in-charge.

Providing P.C.C. M-15 in foundation including de-watering with stone aggregates of required size & approved quality including laying concrete, formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

Providing R.C.C. M-30 in cutoff including de-watering with stone aggregates of required size & approved quality including laying concrete, formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

Providing R.C.C. M-30 in raft with stone aggregates of required size & approved quality including laying concrete, formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

Providing R.C.C. M-30 in Sub-structure with stone aggregates of required size & approved quality including laying concrete, formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

S&F in position MS / High yield deformed bars, reinforcement with cutting ,beding, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge including cost & conveyance of materials, labour ,T&P, taxes etc. complete as per direction of the Engineer-in-charge.

Providing & inserting nipples with approved fixing compound after drilling holes for grounting as per technical specification including subsequent cutting/ removal & sealing the hole as necessary of nipples after completion of grounting with cement/ epoxy etc. complete to shape as per direction of Engineer-in-Charge.

Earth work in embankment with carriage by mechanical means with all lead & lifts including dressing, breaking clods to maximum 5cm to 7cm, laying in layers not exceeding 0.3 m in depth including sectioning & cambering, compacting by ramming, labour ,T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Providing Rough stone dry packing in aprons & revetment with h.g.stone of approved quality and size including cost & conveyance of materials, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

Providing cement grouting aprons & revetment 15cm deep with cement concrete (1:3:6) with 2.5cm c.b.h.g. stone aggregate including cost & conveyance of materials, labour ,T&P, royalty, taxes, curing but excluding cost of gunny bags etc. complete as per direction of the Engineer-in-charge.

Providing weepholes in plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards draining face complete as per drawing etc. as per direction of the Engineer-in-charge.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2.00mm thick or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polythylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75m x 75mm x 6mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including required lettering, cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C. (A) 1.8 mt. X 1.2 m. Size Branding BOARD