Construction Work of 2x5x5 meter Span Box Culvert Approach Road and Additional Approach Road between Sehamalpur Bhaishaha Basti and Talamajhwara road

Earth work in excavation in foundation of structures as per drawing and technical specification including setting out construction of shoring and bressing of sides and bottom, back filling the and excavated earth to the extent required utilising the ramaining earth locally for road work in widening portion. SI No. 251 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying filter Material in raft and underneath pitching in slopes complete as per drawing and Technical specification. As per SI No. 15.5 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Reinforced Cement Concrete complete as per Drawing and Technical Specifications:- RCC Grade M25 using batching plant transit mixer & manual placing (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Provindig and fixing of weep holes with 100mm dia P.V.C. pipe including supply of all materials labour tools and plants etc. complete work. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Stone boulder pitching in apron including cost of materials, Labour T&P etc required proper complition of work (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of Embankment with Material Obtained from Right of way:- Construction of embankment with approved material obtained from Right of way with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5I (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying tack coat with V.G-10 using bitumen pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying and rolling of Open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen the required line grade and level to serve as wearing course on a previously prepared base. including mixing in a suitable plant , laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per Technical Specification Clause 508 of MORD Specification. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 of MORD Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1..(Including all material, T&P, labour cess etc. but excluding G.S.T.)