Malikapada-Thapapali Road_Road_2Nos. Single row Humepipe culvert -1000 mm dia-SDBC_At 1.250 km and 1.750 km 0.000 to 2.500

Earth work in excavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per Specification & Technical Clause 304.

Sand Filling in Foundation Trenches as per Drawing Technical Specification Clause 305.3.9.

Providing P C.C. in foundation upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position cost, conveyance, T P articles as per MORD Specification and direction of E.I.C.

Providing P C.C. in sub-structure upto 1.5 m below bed level with nominal size H.G. metal in openfoundation including laying in position compacting by using vibrator including shuttering, cost, conveyance, T P articles as per MORD Specification and direction of E.I.C.

Laying Reinforced Cement Concrete Pipe NP3 Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1100.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier etc. complete.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT H Specifications for Road Bridge work

Providing applying primer coat with bitumen Emulsion SS 1 on prepared surface of Granular base including cleaning of road surface spraying primer 0.60kg per sqm using mechanical means as per technical specification clause 502 and direction of Engineer in charge.

Providing, applying tack coat over bituminious surface with all cost conveyence of bitumen using 2.50kg per 10sqm etc. complete.