Construction of new sales road parallel to existing road for Weigh Bridge - 09,02, 06 and sales road for Parking Plaza entry at Baliparbat Stack yard of Daitari iron ore mines in the district of Keonjhar

Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete.

Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. As directed by EIC.

Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC.

Construction of sub-grade and shoulders with material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2

Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC.

P.C.C. of prop. (1:3:6) in foundation using 4 cm. size broken hard granite metal of approved quality from appd. quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. comp as per direction of EIC.

Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in nominal mix in foundation with crushed stone aggregate 40 mm and down graded nominal size mechanically mixed, placed in foundation as levelling course and compacted by vibration including curing for 14 days as per drawing and section 1000, 1500 & 2100 of technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge

Supplying and fixing of Pre cast kerb stone of size 600mm x300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984 jointing with cement mortar 1:3 including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC.

R.C.C. M-25 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of shuttering, reinforcement, binding wires and labour charges for shuttering, bending, binding and tying the grills. In Footing