SOPD_G_20_21_29 (1) Improvement of road from Kauli Bridge to Balia Bazar (K.K. Road) from Ch. 2500.00 m to Ch. 11000.00 m (L-8500.00 m), (2) Const of road from Kaliganj -Chargola Road to Jatkapan village and 4 other roads under SOPD-G for 2020-21

Amount

i) Kauli Bridge to Balia Bazar(K.K. Road) 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 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 Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 PCC M-15

Retaining 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... 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)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (iii) Random Rubble Masonry, In 1:3 Cement Mortar

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (iii) Random Rubble Masonry, In 1:3 Cement Mortar

ii) Kaliganj-Chargola road to Jatkapan 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

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.

iii) NH-06 at Nizanathpur to Nayagram SC 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.

iv) Kusum Phukan road to Jatrapur 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

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.

v) Nilambazar S.V.V. H.S. School approach road and development of play ground 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

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

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.

vi) Side drain in stretches & one no. HP culvert on Nilambazar -Keoutkona road 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.

Brick masonary work in cement mortar in sub-structure complete exccepting pointing & plastering, as per drawing and technical specification clauses 602,603,604,1202 & 1204.(ii) In 1:4 cement mortar.

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

Plastering and cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.

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

C.C. open drain 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

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

R.C.C. covered drain- 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

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth spreading 25 mm thick layer of earth over brick soling, watering and rolliing etc.(a) Brick on flat soling

Providing plain cement concrete 1:3:6 nominal mix in open foundations complete as per drawings & technical specifications clause 802,803,1202 & 1203.

Supplying,fitting & placing TMT bar reinforcement in super-structure complete as per drawing and Technical Specification clauses1000 & 1202.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings & technical specifications clause 802,803,1202 7 1203. B. With Natural Gravel. ( I )R.C.C Grade M 20.Nominal mix 1:2:4.

Plain/Reinforced cement concrete,in sub-structure complete as per drawing & technical specification clauses 805,806,807,1202 & 1204. (E) RCC grade M-20.(a) Height upto 5m.

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.

FAKRUL ISLAM