CONSTRUCTION OF PROJECT ROAD FROM SH-65 AT DAMANGADIA TO KHAROD MAHAKALI VIA GOPALPUR FROM 0/000 KM TO 7/920 KM UNDER BADAMBA BLOCK IN THE DISTRICT OF CUTTACK

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 (5th Revision).including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer-in-charge.

Dismantling Brick / stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision).including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer-in-charge.

Removing of Hume pipes up to 600mm dia and stacking within a lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision).including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer-in-charge.

Excavation for road work in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and 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 up to 1000m.as per approved Drawing & Technical Specifications and including dressing and leveling the sub-base including watering and rolling to profile and grade , trimming of slopes and bed to design section and utilising the suitable excavated earth in road embankment , where ever necessary including spreading leveling in layers not exceeding 15cm thick and breaking clods to maximum 5cm to 7cm size and depositing the un-utilized materials in spoil banks and dumping yard with all leads, lifts and delifts by mechanical/mannual means complete with all cost for site illumination, mobilisation, demobilisation, dewatering, approach road,diversion road and all taxes, royalities, labour and T&P etc.complete including all cost incidental to work as per specification and direction of Engineer-in charge.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per Technical Specifications and as per Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision)including dressing and leveling the sub-base including watering and rolling to profile and grade , trimming of slopes and bed to design section and utilising the suitable excavated earth in road embankment , where ever necessary including spreading leveling in layers not exceeding 15cm thick and breaking clods to maximum 5cm to 7cm size and depositing the un-utilized materials in spoil banks and dumping yard with all leads, lifts and delifts by mechanical/mannual means complete with all cost for site illumination, mobilisation, demobilisation, dewatering, approach road,diversion road and all taxes, royalities, labour and T&P etc.complete including all cost incidental to work as per specification and direction of Engineer-in charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from foundation of CD & structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).including dressing and leveling the sub-base including watering and rolling to profile and grade , trimming of slopes and bed to design section and utilising the suitable excavated earth in road embankment , where ever necessary including spreading leveling in layers not exceeding 15cm thick and breaking clods to maximum 5cm to 7cm size and depositing the un-utilized materials in spoil banks and dumping yard with all leads, lifts and delifts by mechanical/mannual means complete with all cost for site illumination, mobilisation, demobilisation, dewatering, approach road,diversion road and all taxes, royalities, labour and T&P etc.complete including all cost incidental to work as per specification and direction of Engineer-in charge.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).including dressing and leveling the sub-base including watering and rolling to profile and grade , trimming of slopes and bed to design section and utilising the suitable excavated earth in road embankment , where ever necessary including spreading leveling in layers not exceeding 15cm thick and breaking clods to maximum 5cm to 7cm size and depositing the un-utilized materials in spoil banks and dumping yard with all leads, lifts and delifts by mechanical/mannual means complete with all cost for site illumination, mobilisation, demobilisation, dewatering, approach road,diversion road and all taxes, royalities, labour and T&P etc.complete including all cost incidental to work as per specification and direction of Engineer-in charge.

Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) 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 specifications for Road & Bridge works (4th Revision)with all lead,lifts & delifts all machinaries,labour, materials, T&P, royalty, taxes and CESS etc. complete as per approved drawing, design, specification and cost for mobilisation, demobilisation, approach road,diversion road, site illumination including all cost incidental to the work etc. complete as per direction of the Engineer-in-Charge.

Providing G.S.B. Gr-III stone screaning materials, 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, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) 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 specifications for Road & Bridge works (4th Revision)with all lead,lifts & delifts all machinaries,labour, materials, T&P, royalty, taxes and CESS etc. complete as per approved drawing, design, specification and cost for mobilisation, demobilisation, approach road,diversion road, site illumination including all cost incidental to the work etc. complete as per direction of the Engineer-in-Charge.

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 approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) with all lead,lifts & delifts all machinaries,labour, materials, T&P, royalty, taxes and CESS etc. complete as per approved drawing, design, specification and cost for mobilisation, demobilisation, approach road,diversion road, site illumination including all cost incidental to the work etc. complete as per direction of the Engineer-in-Charge.