CONSTRUCTION OF 04 MINOR BRIDGES OF KHAIRAGHAT TO JHULANIPUR AND PATLAHWA ROAD UNDER INDO NEPAL BORDER PROJECT IN MAHRAJGANJ DISTT

Amount

1. Minor Bridge of Span 4 x 12 m on Bhaurahiyan Canal/Chandan River at CH: 61.350

Providing and Constructing Temporary Island 8 m diameter for construction of Well Foundation for 4.00 m dia. well assuming depth of water 1.0 m and height of island to be 1.25 m including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making plateform for machinaries etc. reqd for proper completion of the work as per specification and drawing.

Providing and Constructing Temporary Island 8 m diameter for construction of Well Foundation for 4.00 m dia. well assuming depth of water 4.0 m and height of island to be 4.5 m including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making plateform for machinaries etc. reqd for proper completion of the work as per specification and drawing.

Providing and Constucting one span Service Road to reach island location from one pier location to another pier location including cost of material, all labour, T&P etc. required for proper completion of the work as per Engineer in charge and as per specification and drawing.

Providing and Laying Cutting Edge of Mild Steel weighing not less than 40 kg/m for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per Engineer in charge.

Sinking of 4.00 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy soil, clayey soil and rock as shown against each case complete as per drawing and technical specifications including all required machinary, other devices, labour, T&P etc. for proper completion of the work. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 m (All Strata)

Beyond 3 m upto 10 m depth (All Strata)

Beyond 10 m upto 20 m depth (All Strata)

Negative Sinking (All Strata)

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation complete as per drawing and technical specifications.

Reinforced Cement Concrete in Well Foundation in Well Curb of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Steining of M30 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Bottom Plug of M25 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Intermediate Plug of M20 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Caps of M30 Grade complete as per Drawing and Technical Specifications.

Sand Filling in wells complete as per Drawing and Technical Specifications including cost sand from approved quarry, all labour, T&P etc. reqd. for proper completion of the work.

Providing Sleeves Nuts of approved design and length in Well Steining bars including threading of bars and nuts and their fixing as per Engineer in charge.

Supplying, fitting and placing of HYSD Bar reinforcement in sub-structure complete as per drawing and technical specifications.

Reinforced Cement Concrete in Sub-structure in Abutment of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier Cap of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Abutment Cap/Top Beam of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pedestal of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Back Wall, Wing Wall & Parapet of M30 Grade complete as per Drawing and Technical Specifications.

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 acessories as per Drawing and Technical Specifications.

Supplying, fitting and placing of HYSD Bar reinforcement in super-structure complete as per drawing and technical specifications.

Furnishing and Placing Reinforced Cement Concrete in Super-structure in Deck Slab of M40 Grade complete as per Drawing and Technical Specifications.

Provision of an Reinforced Cement Concrete Crash Barrier at the bridge decks & approaches to bridge structures, constructed with Reinforcement Cement Concrete of M40 Grade with HYSD reinforcement conforming MoRTH specifications and as per details given in IRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed be Engineer in Charge.

Providing and Laying cement concrete Wearing Coat of M30 Grade including reinforcement complete as per Drawing and Technical Specifications.

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 manfacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per Drawing and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, greese, efflorescence and applying paint @ of 1 litre for 2 sqm.

Fixing of 65 mm NB GI Pipe in Crash Barrier of the chair of MS Plate 12 mm thick (20x20cm) embaded in concrete and MS Plate 12 mm thick (20x20) welded over the MS Plate. The bottom plate properly anchored by 12 mm TMT bars in the concrete complete Job.

2. Minor Bridge of Span 2 x 12 m on Malaw/Little Gandak River at CH: 65.350

Providing and Constructing Temporary Island 8 m diameter for construction of Well Foundation for 4.00 m dia. well assuming depth of water 1.0 m and height of island to be 1.25 m including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making plateform for machinaries etc. reqd for proper completion of the work as per specification and drawing.

Providing and Constucting one span Service Road to reach island location from one pier location to another pier location including cost of material, all labour, T&P etc. required for proper completion of the work as per Engineer in charge and as per specification and drawing.

Providing and Laying Cutting Edge of Mild Steel weighing not less than 40 kg/m for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per Engineer in charge.

Sinking of 4.00 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy soil, clayey soil and rock as shown against each case complete as per drawing and technical specifications including all required machinary, other devices, labour, T&P etc. for proper completion of the work. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 m (All Strata)

Beyond 3 m upto 10 m depth (All Strata)

Negative Sinking (All Strata)

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation complete as per drawing and technical specifications.

Reinforced Cement Concrete in Well Foundation in Well Curb of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Steining of M30 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Bottom Plug of M25 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Intermediate Plug of M20 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Caps of M30 Grade complete as per Drawing and Technical Specifications.

Sand Filling in wells complete as per Drawing and Technical Specifications including cost sand from approved quarry, all labour, T&P etc. reqd. for proper completion of the work.

Providing Sleeves Nuts of approved design and length in Well Steining bars including threading of bars and nuts and their fixing as per Engineer in charge.

Supplying, fitting and placing of HYSD Bar reinforcement in sub-structure complete as per drawing and technical specifications.

Reinforced Cement Concrete in Sub-structure in Abutment of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier Cap of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Abutment Cap/Top Beam of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pedestal of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Back Wall, Wing Wall & Parapet of M30 Grade complete as per Drawing and Technical Specifications.

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 acessories as per Drawing and Technical Specifications.

Supplying, fitting and placing of HYSD Bar reinforcement in super-structure complete as per drawing and technical specifications.

Furnishing and Placing Reinforced Cement Concrete in Super-structure in Deck Slab of M40 Grade complete as per Drawing and Technical Specifications.

Provision of an Reinforced Cement Concrete Crash Barrier at the bridge decks & approaches to bridge structures, constructed with Reinforcement Cement Concrete of M40 Grade with HYSD reinforcement conforming MoRTH specifications and as per details given in IRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed be Engineer in Charge.

Providing and Laying cement concrete Wearing Coat of M30 Grade including reinforcement complete as per Drawing and Technical Specifications.

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 manfacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per Drawing and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, greese, efflorescence and applying paint @ of 1 litre for 2 sqm.

Fixing of 65 mm NB GI Pipe in Crash Barrier of the chair of MS Plate 12 mm thick (20x20cm) embaded in concrete and MS Plate 12 mm thick (20x20) welded over the MS Plate. The bottom plate properly anchored by 12 mm TMT bars in the concrete complete Job.

3. Minor Bridge of Span 3 x 12 m on Bhaurahiyan Canal/Pahariya Nala at CH: 66.350

Providing and Constructing Temporary Island 8 m diameter for construction of Well Foundation for 4.00 m dia. well assuming depth of water 1.0 m and height of island to be 1.25 m including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making plateform for machinaries etc. reqd for proper completion of the work as per specification and drawing.

Providing and Constucting one span Service Road to reach island location from one pier location to another pier location including cost of material, all labour, T&P etc. required for proper completion of the work as per Engineer in charge and as per specification and drawing.

Providing and Laying Cutting Edge of Mild Steel weighing not less than 40 kg/m for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per Engineer in charge.

Sinking of 4.00 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy soil, clayey soil and rock as shown against each case complete as per drawing and technical specifications including all required machinary, other devices, labour, T&P etc. for proper completion of the work. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 m (All Strata)

Beyond 3 m upto 10 m depth (All Strata)

Beyond 10 m upto 20 m depth (All Strata)

Negative Sinking (All Strata)

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation complete as per drawing and technical specifications.

Reinforced Cement Concrete in Well Foundation in Well Curb of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Steining of M30 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Bottom Plug of M25 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Intermediate Plug of M20 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Caps of M30 Grade complete as per Drawing and Technical Specifications.

Sand Filling in wells complete as per Drawing and Technical Specifications including cost sand from approved quarry, all labour, T&P etc. reqd. for proper completion of the work.

Providing Sleeves Nuts of approved design and length in Well Steining bars including threading of bars and nuts and their fixing as per Engineer in charge.

Supplying, fitting and placing of HYSD Bar reinforcement in sub-structure complete as per drawing and technical specifications.

Reinforced Cement Concrete in Sub-structure in Abutment of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier Cap of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Abutment Cap/Top Beam of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pedestal of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Back Wall, Wing Wall & Parapet of M30 Grade complete as per Drawing and Technical Specifications.

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 acessories as per Drawing and Technical Specifications.

Supplying, fitting and placing of HYSD Bar reinforcement in super-structure complete as per drawing and technical specifications.

Furnishing and Placing Reinforced Cement Concrete in Super-structure in Deck Slab of M40 Grade complete as per Drawing and Technical Specifications.

Provision of an Reinforced Cement Concrete Crash Barrier at the bridge decks & approaches to bridge structures, constructed with Reinforcement Cement Concrete of M40 Grade with HYSD reinforcement conforming MoRTH specifications and as per details given in IRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed be Engineer in Charge.

Providing and Laying cement concrete Wearing Coat of M30 Grade including reinforcement complete as per Drawing and Technical Specifications.

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 manfacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per Drawing and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, greese, efflorescence and applying paint @ of 1 litre for 2 sqm.

Fixing of 65 mm NB GI Pipe in Crash Barrier of the chair of MS Plate 12 mm thick (20x20cm) embaded in concrete and MS Plate 12 mm thick (20x20) welded over the MS Plate. The bottom plate properly anchored by 12 mm TMT bars in the concrete complete Job.

4. Minor Bridge of Span 3 x 10 m on Dhobaha Nala/Pahariya Nala at CH: 73.950

Providing and Constructing Temporary Island 8 m diameter for construction of Well Foundation for 4.00 m dia. well assuming depth of water 1.0 m and height of island to be 1.25 m including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making plateform for machinaries etc. reqd for proper completion of the work as per specification and drawing.

Providing and Constucting one span Service Road to reach island location from one pier location to another pier location including cost of material, all labour, T&P etc. required for proper completion of the work as per Engineer in charge and as per specification and drawing.

Providing and Laying Cutting Edge of Mild Steel weighing not less than 40 kg/m for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per Engineer in charge.

Sinking of 4.00 m external diamet+D2er well (other than pneumatic method of sinking) through all type of Strata namely sandy soil, clayey soil and rock as shown against each case complete as per drawing and technical specifications including all required machinary, other devices, labour, T&P etc. for proper completion of the work. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 m (All Strata)

Beyond 3 m upto 10 m depth (All Strata)

Negative Sinking (All Strata)

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation complete as per drawing and technical specifications.

Reinforced Cement Concrete in Well Foundation in Well Curb of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Steining of M30 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Bottom Plug of M25 Grade complete as per Drawing and Technical Specifications.

Plain Cement Concrete in Well Foundation in Intermediate Plug of M20 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Well Foundation in Well Caps of M30 Grade complete as per Drawing and Technical Specifications.

Sand Filling in wells complete as per Drawing and Technical Specifications including cost sand from approved quarry, all labour, T&P etc. reqd. for proper completion of the work.

Providing Sleeves Nuts of approved design and length in Well Steining bars including threading of bars and nuts and their fixing as per Engineer in charge.

Supplying, fitting and placing of HYSD Bar reinforcement in sub-structure complete as per drawing and technical specifications.

Reinforced Cement Concrete in Sub-structure in Abutment of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pier Cap of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Abutment Cap/Top Beam of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Pedestal of M30 Grade complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete in Sub-structure in Back Wall, Wing Wall & Parapet of M30 Grade complete as per Drawing and Technical Specifications.

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 acessories as per Drawing and Technical Specifications.

Supplying, fitting and placing of HYSD Bar reinforcement in super-structure complete as per drawing and technical specifications.

Furnishing and Placing Reinforced Cement Concrete in Super-structure in Deck Slab of M40 Grade complete as per Drawing and Technical Specifications.

Provision of an Reinforced Cement Concrete Crash Barrier at the bridge decks & approaches to bridge structures, constructed with Reinforcement Cement Concrete of M40 Grade with HYSD reinforcement conforming MoRTH specifications and as per details given in IRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed be Engineer in Charge.

Providing and Laying cement concrete Wearing Coat of M30 Grade including reinforcement complete as per Drawing and Technical Specifications.

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 manfacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per Drawing and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, greese, efflorescence and applying paint @ of 1 litre for 2 sqm.

Fixing of 65 mm NB GI Pipe in Crash Barrier of the chair of MS Plate 12 mm thick (20x20cm) embaded in concrete and MS Plate 12 mm thick (20x20) welded over the MS Plate. The bottom plate properly anchored by 12 mm TMT bars in the concrete complete Job.

M/S MITTAL BROTHERS ENGINEERS AND