STMC work for 5 Nos. of Roads for an aggregated length of 1.330 km under Sambalpur (R and B) Division-II (Package-5)

0/00 to 0/173 (Campus route of Boy's Hostel) Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

0/00 to 0/305 (Campus route of Boy's Hostel) Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

0/00 to 0/335 (Campus route of Boy's Hostel) Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

0/00 to 0/163 (Campus route of Boy's Hostel) Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

0/00 to 0/354 (Boy's Hostel No-6 Road) 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.

Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and

Earth work in excavation of foundation in hard soil including dewatering , shoring and shuttering etc.

Loosening,levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement,scarified to a depth of 150 mm,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 & clause-305 of MOSRT&H Specifications for Road & Bridge works(4th. Revision)

Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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(5th. Revision) .

Supplying & laying of precast, interlocking concrete block of 80mm thick of approved design and filling the joints with sand on the prepared surface including cost of all charges etc. complete as per M.OR.D specification .