CARRYING OUT OF PLANT ROAD (BITUMINOUS) WORK AND OTHER MISC. WORK IN CONNECTION WITH CRUDE OIL IMPORT TERMINAL (COIT) PROJECT FOR NRL AT PARADIP

ROADS & FLEXIBLE PAVEMENT

Earthwork in filling with Murrum for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes,grades and camber with selected earth (having CBR 8%) obtained from approved borrow areas for all leads from Complex Limit including excavation of earth at borrow areas, clearing and stripping at borrow areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of laboratory dry density with modified proctor heavy compaction as per IS:2720 Part-VIII, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete including disposal of all unserviceable materials if any beyond the boundary limit for all leads etc. as per drawings, specifications and directions of Engineer-in- Charge. (Borrow areas shall be arranged by Contractor at his own cost. The rate quoted shall include all royalties, right-of-way etc. complete)

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for all depth including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading andramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 1000m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, including shoring and strutting, if necessary. NOTE: The Payment shall be made on cubic meter basis, on the measurement of PCC Footprint exactly as per dimensions given in AFC Drg. No allowences for excess excavation for working space.The unit rate includes setting out and line out work, shoring /strutting, dewatering etc if any.Any extra excavation for slopes, working space, collapses and additional working space shall not be measurable /payable.

Removal and disposal out side plant premises of 50mm thick already laid bituminous concrete on the road, Rolling after removal of bituminous layer by Vibro Roller by using all the labour, equipments etc to complete the work as per EIL standard and specification and as per direction if EIC.

Supplying and laying of stone aggregate of 53mm and down size for GRANULAR SUBBASE COURSE (conforming to the Grading II of Table 400-1 and physical properties of Table 400-2 of MORTH Specification of Road & Bridge works) tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form Granular Sub-base layer in layers not exceeding 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index up to 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications (MORTH, EIL) and directions of Engineer-in-Charge.

Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-inCharge.

Providing 50mm Thick bituminous Macadam( BM) as per Section 504 of MORTH Specification in ncluding design mix, trials, heating bitumen, mixing aggregates, grit, laying to proper grade and camper including preparation of surface, filling pot holes, rolling to proper grade and camber, finishing and clearing of surfaces, spraying tack coat of bitumen, etc. complete all as per drawings, specifications and directions of Engineer-in-Charge for Bitumen Grade:-VG30. The item is including the application of Prime coat and Tack Coat as per Cl 502 and 503 of Orange Book of MORTH.

Providing 30mm thick Bituminous Concrete ( Wearing Course) Seal Coat(PC) as per Section 507 of MORTH Specification in ncluding design mix, trials, heating bitumen, mixing aggregates, grit, laying to proper grade and camper including preparation of surface, filling pot holes, rolling to proper grade and camber, finishing and clearing of surfaces, spraying tack coat of bitumen, etc. complete all as per drawings, specifications and directions of Engineer-in-Charge for Bitumen Grade:-VG30. The item is including the application of Prime coat and Tack Coat as per Cl 502 and 503 of Orange Book of MORTH.

200x150 mm