SOPD_G_20_21_30 (1) Construction of road from Anipur NEC Road near Shimultala to Bargool village (2) Constn of road from Saraswati Bidyaniketan at Nilambazar to Bairagi Chak village (3) Construction of road from Farampasha M.E. Farampasha village

Amount

i) Anipur NEC road near Shimultala to Bargool village- Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

ii) Saraswati Vidyaniketan at Nilambazar to Bairagi chak village- Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

Toe wall - Earthwork in excavation for structures as per drawing and technical specifications Clause 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 ...etc...etc... with excavated suitable material.I. In Ordinary soil (i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10.Nominal mix 1:3:6 ( Hand Mixing)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) With natural gravel (I) PCC Grade M15 Nominal Mix 1:2:5

600mm dia HP culvert Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

Laying Type A concrete cradle bedding with M 15 grade Cement Concrete as per clause 1105(i) (A) With Crushed Stone (ii) Nominal mix 1:2.5:5(Hand mix)

Plain Cement Concrete M 10 (1:3:6 Nominal mix) in levelling course below open foundation of Head walls as per drawing and technical Specification Clause 1109 (A) with Crushed Stone (ii) Hand mix 1:3:6

Providing Plain / RCC in open foundation etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 .A) For Crushed Stone 1) PCC M-15(i) Nominal Mix 1:2.5:5

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch ....etc...etc...as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

iii) Road from Farampasha M.E. to Farampasha village Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch ....etc...etc...as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

iv) Road from Binodini-Sib bari road (South Jokila) to Safala village- Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40)as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

Retaining wall- Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Providing rubble Stone Masonry in foundation in 1:3 cement mortar

Providing rubble stone masonry in Substructure in 1:4 cement mortar.

Plastering with cement mortar (1:4), 15 mm thick on brickwork/rubble stone masonary in substructure as per Technical Specification.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing & laying filter media with granular aggregates as per specification to a thickness of not less that 600mm ..etc..etc..behind abutment.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

v) Dalgram(Hingrala) to Balia-Kayasthagram road - Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M 40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

C.C. drain Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth

Filling in foundation trenches as per drawing and technical Specification Clause 305.3.9 1. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, II. P.C.C. Grade M15 Nominal mix 1:2.5:5

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel II P.C.C grade M20 I) Nominal mix (1:2:4)

Plastering with cement mortar (1:4),15 mm thick on Stonework in substructure as per technical specification Clause 613.4 & 1204.

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

3.00m span slab culvert- Excavation for Structures.Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 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.I. Ordinary Soil.(A).manual means(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203.A. With crushed stone.(I) P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.II. P.C.C grade M 20(i) Nominal mix (1:2:4)

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.III. R.C.C grade M 20. (i) For height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5.(A) With crushed stone, II. RCC M 25 (a) Height upto 5 m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specification Clause 1002,1010 and 1202.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3.A. With crushed stone.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch ....etc...etc...as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

vi) Balia -Kayasthagram road(Thalarkhala) to Nayagram Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

1000mm dia HP culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 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. I. In Ordinary soil (i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10.Nominal mix 1:3:6 ( Hand Mixing)

Type B (First Class) Bedding -Laying (First Class) bedding on well compacted sand moorum or approved granular material as per Clause 1105

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000mm Dia Pipe

Providing Plain / RCC in open foundation etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204B) With natural gravel II) PCC M-15 (i) Nominal Mix 1:2.5:5

Providing Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel I) PCC M-15 i) Nominal mix 1:2.5:5

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.

3.00m span slab culvert- Excavation for Structures.Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 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.I. Ordinary Soil.(A).manual means(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203.A. With crushed stone.(I) P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.II. P.C.C grade M 20(i) Nominal mix (1:2:4)

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.III. R.C.C grade M 20. (i) For height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5.(A) With crushed stone, II. RCC M 25 (a) Height upto 5 m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specification Clause 1002,1010 and 1202.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3.A. With crushed stone.

C.C. drain Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth

Filling in foundation trenches as per drawing and technical Specification Clause 305.3.9 1. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, II. P.C.C. Grade M15 Nominal mix 1:2.5:5

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel II P.C.C grade M20 I) Nominal mix (1:2:4)

Plastering with cement mortar (1:4),15 mm thick on Stonework in substructure as per technical specification Clause 613.4 & 1204.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

vii) Road from Bazarghat-Basantapur road to Sonaipar village- Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material …etc…etc..as per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

Retaining wall- Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Providing rubble Stone Masonry in foundation in 1:3 cement mortar

Providing rubble stone masonry in Substructure in 1:4 cement mortar.

Plastering with cement mortar (1:4), 15 mm thick on brickwork/rubble stone masonary in substructure as per Technical Specification.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing & laying filter media with granular aggregates as per specification to a thickness of not less that 600mm ..etc..etc..behind abutment.

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

viii) Road from Anipur NEC road(Bazarghat GS quarter) to Bazarghat Railway Station Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material …etc…etc..as per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

C.C. drain Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth

Filling in foundation trenches as per drawing and technical Specification Clause 305.3.9 1. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, II. P.C.C. Grade M15 Nominal mix 1:2.5:5

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel II P.C.C grade M20 I) Nominal mix (1:2:4)

Plastering with cement mortar (1:4),15 mm thick on Stonework in substructure as per technical specification Clause 613.4 & 1204.

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

ix) Road from Nilambazar-Keoutkona (Rupargool-Amertol) to Gulcherra Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401.(II) for grading II material

WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Interlocking Concrete Block Pavement -Providing and laying Interlocking Concrete Block Pavement having thickness 80mm (M40) as per TS clause 1504 complete including carriage (A) including Edge Block /Edgerestrains

C.C. drain Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth

Filling in foundation trenches as per drawing and technical Specification Clause 305.3.9 1. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, II. P.C.C. Grade M15 Nominal mix 1:2.5:5

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel II P.C.C grade M20 I) Nominal mix (1:2:4)

Plastering with cement mortar (1:4),15 mm thick on Stonework in substructure as per technical specification Clause 613.4 & 1204.

1000mm dia HP culvert Excavation for Structures- Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and diposal upto a lead of 50 m dressing of sides and bottom and backfilling and trenches with excavation suitable material.I. Ordinary Soil.(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).

Providing and Laying Reinorced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backflling concrete and masonry works in head and parapets Clause 1106.(B) 1000 mm dia

Providing & laying pitching on slopes laid over prepared filter media as per drawing & technical specifications clause 1302. (I) Stone/Boulder

6.00m span slab culvert- Excavation for Structures.Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 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.I. Ordinary Soil.(A).manual means(i) Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203.A. With crushed stone.(I) P.C.C grade M 10.(i) Nominal mix 1:3:6.

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.II. P.C.C grade M 20(i) Nominal mix (1:2:4)

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 and 1204.(A) With crushed stone.III. R.C.C grade M 20. (i) For height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5.(A) With crushed stone, II. RCC M 25 (a) Height upto 5 m

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specification Clause 1002,1010 and 1202.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3.A. With crushed stone.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.

Abdul Quddus