Repair and rehabilitation of approach road of Anandapur Barrage connecting to N.H.-20, Anandapur Barrage and S.H.-53.

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 and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per approved Drawing & Technical Specifications and as per Clause - 201 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

Dismantling of Cement Concrete with any Grade including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all cost, carriage, lead, lift, delift ,T & P, labour cess, taxes etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of the unserviceable material and stacking the serviceable material with all cost, carriage, lead, lift, delift ,T & P, labour cess, taxes etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Excavation for road work by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with all leads, lifts and delifts including cutting loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment locations with all lifts & leads as per approved Drawing & Technical Specifications and as per Clause - 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures watering earth fill upto OMC condition grading by motor grader and compacting by vibratory roller 8-10 tonnes in layers not exceeding 22.50cm depth to 95% dry density so as to achieve minimum dry density to meet requirement of table 300-2 and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including mobilization, demobilization ,hire and running charges of all the machineries, T&P, taxes, labours and cess etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Construction of embankment with approved quality of materials obtained from borrow pits with all lifts and leads, transporting to side by mechanical means, spreading by dozer,watering the fill upto OMC condition, grading by motor grader and compacting by vibratory roller 8-10 tonnes in layers not exceeding 22.50cm depth to 95% dry density so as to achieve minimum dry density to meet requirement of table 300-2 and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including mobilization, demobilization ,hire and running charges of all the machineries, T&P, taxes, labours and cess etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Construction of Subgrade & shoulders with approved quality of moorum with all lifts & leads, transporting to site, spreading, grading to required slope & compacted to meet required to Table 300-2. of MoSRT&H specification for Road & Bridge (Latest Revision) work including all cost, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer -In-Charge

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified within all lifts and leads up to 1000 Mtrs including all cost, carriage, lead, lift, delift T & P, labour cess and as per direction of Engineer -In-Charge.

Construction of granular sub-base by providing coarse graded Granular Sub-Base Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRT & H specification for Road & Bridge works including all cost labour, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer -In-Charge.

Providing, laying, spreading and compacting graded stone agreegates 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 dendity as per Clause-406 of MoSRT&H Specification for road and bridge works (Latest Revision) including all cost, labour, carriage lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per approved Drawing & Technical Specifications and direction of Engineer-In-Charge.