DEVELOPMENT OF SECOND BEACH AT GOPALPUR ON SEA GANJAM ODISHA

Earthwork in excavation of foundation trenches in Sandy Earth including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.

Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and shuttering (as required), complete as per specification and as directed by the Engineer-In-Charge.

Driving & Errecting 375mm dia Double under reamed Pile foundation of length 6.0 mtr Long with RCC M-30 using 12 mm black hard granite (crusher broken) stone chips including cost of boreholes, Casting & bentonite power, all material, labour, T&P but excluding cost of steel reinforcement and labour chrages for cutting, bending and binding of steel. etc. complete as per direction of Engineer-in-charge.

Driving & Errecting 300mm dia Single under reamed Pile foundation of length 4.5 mtr Long with RCC M-30 using 12 mm black hard granite (crusher broken) stone chips including cost of boreholes, Casting & bentonite power, all material, labour, T&P but excluding cost of steel reinforcement and labour chrages for cutting, bending and binding of steel. etc. complete as per direction of Engineer-in-charge.

Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations, road, site development etc. in layers not exceeding 15cm in depth: consolidating each deposited layer byramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,labour cess, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. (Measurement will be taken on finished compacted section only).

Construction of granular sub-base by providing close 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, & compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT & H Specifications for Road & Bridge works (4th Revision) A.R.Page-160 & Item no.39

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 works. (4th Revision) A.R.Page-166 & Item no.42

Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.