Construction of Boxcell Culvert 2 nos span (2nos x 3mtr) at 6/150km on Ranpur-Siko-Jankia Road in the District of Nayagarh for the year 2025-26

Dismantling brick or stone msonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris with in 50m lead.

Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead . (AR, P-197/6)

Earth Work in exavation of foundation in hard soil within initial leads of 50m & lifts of 1.5m including dressing and levelling of bed etc. and adding contractor's profit and over head charges, etc. complete in all respect

Supplying & filling of foundation with course sand well watered and rammed including cost, cost of all labour, carriage, royalty complete in all respect. (As Per A/R Page No-1, Item No-2)

Cement concrete M 15 Levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specificat

M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.

HYSD / MORT&H Technical Specification no- 1600Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall

Construction of RCC Crash Barrier of M40 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space (2 tiar)

Gravel backing to revetment

Rough stones dry packing in aprons and revetment with hard other than granite stone 30 cm and above.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (including cost of steel)

Providing drainage spout.

Painting two coats with enamel paint over a coat of primer.

Filling Foundation & plinth with excavated earth