JH-BR-LWE-LAT-05_21-22

Amount

Details

BRIDGE -1 BAJRAHA RIVER in between SADWADIH TO JANHO

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

BRIDGE -2 PIPRAHI RIVER in between SADWADIH TO JANHO

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

GUARD WALL PART

Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

BRIDGE -3 MAILA RIVER in between SADWADIH TO JANHO

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

GUARD WALL PART

Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

BRIDGE -4 MAHWAGARHA RIVER in between SADWADIH TO JANHO

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

GUARD WALL PART

Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

BRIDGE -5 NAKTIBAR RIVER in between MAIN ROAD TO NAMODAG TO CHECHENDHA

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

BRIDGE -6 DAWAKARAM RIVER in between MAIN ROAD TO NAMODAG TO CHECHENDHA

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M25 Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

PMGSY Sign Board

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201. By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying semi dense bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

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Maintenance MAILA RIVER in between SADWADIH TO JANHO

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Maintenance MAHWAGARHA RIVER in between SADWADIH TO JANHO

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Maintenance NAKTIBAR RIVER in between MAIN ROAD TO NAMODAG TO CHECHENDHA

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Maintenance DAWAKARAM RIVER in between MAIN ROAD TO NAMODAG TO CHECHENDHA

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Labour Cess @ 1%

SANTOSH YADAV

M/s Reasonable Enterprises Pvt Ltd.

M/S PUJA ENTERPRISES

KUMAR AND ROY CONSTRUCTION

NEELAM CONSTRUCTION