Construction work of Minor and Approch road of 3 X 12 meter span in place of the narrow minor bridge on the main westorn Gandak Canal at km-1 of Godaria Mudadih road in Dist Kushinagar

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 of 1000 m as per Technical Specification Clause 202(Excluding GST)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 of 1000 m as per Technical Specification Clause 202(Excluding GST)

Providing & construction one span service road to reach Is land location one pier to another piers. Depth of water 1.00 m (Excluding GST)

Providing & constructing temporary Island 13.00 mm dia for construction of well foundation for 5.50 m dia well. (Excluding GST).

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.(Excluding GST)

Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification.(Excluding GST)

Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification.(Excluding GST)

Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(1)0.00-3.00M mtr(Excluding GST)

Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 3.00 to 10.00 mtr.(Excluding GST)

Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 10.00 to 20.00 mtr.(Excluding GST)

Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.(Excluding GST)

Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. (Excluding GST)

Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Top Plug of well complete as per Drawing and Technical Specification.(Excluding GST)

Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification.(Excluding GST)

Sand Filling in Wells complete as per Drawing and Technical Specifications.(Excluding GST)

Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E/.I..(Excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications (Excluding GST)

Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification.(Excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (Excluding GST)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.(Excluding GST)

Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification. (Excluding GST)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (Excluding GST)

Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification (Excluding GST)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications (Excluding GST)

Construction of RCC railing of M30 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 between vertical post for expansion, complete as per approved drawings and technical specifications. (Excluding GST)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. (Excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Excluding GST)

Protection work Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification(Excluding GST)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Excluding

Approach Road Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.By Mechanical Means using Hydraulic excavator (Excluding GST)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Excluding GST)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(Excluding GST)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 10 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 (Excluding GST)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Excluding GST)

WMM :- Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired

Providing and applying primer coat with bitumen/Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(Excluding GST)

Tack Coat-:- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per Sr No. 5.2 & MoRT&H Specification Ref. No. 503 including cost of bitumen labour and Complete in all respect as per engineer in charge (Excluding GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Excluding GST)