Minority

C.C ROAD : Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and , complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on level for finished item of work).

Construction of Gravel shoulders including cost, and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing, Laying, Spreading and Compacting graded HBG crushed stone aggregateto Wet Mix macedam specification including cost, seignorage charges and conveyance of all materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to acheive density etc,. complete for finished item of work as per MoRT&H Specifications 406 (4th revision ) and as directed by the Engineer-in-charge. ( Payment based on levels for finished item of work.)

Providing Plain Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.

Vibrated cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (4th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.