SOPD_G_21_22_10 Construction of road from 1. Demoroguri gaon road connecting Sepon Sunpura Road, 2. Khamun road to connecting Nemuguri Kharahat road via Patia Gaon 3. Deroiting Bagan to Holongoni via Boropial Habi, 4. Jabalating to Kuthuaguri under S

Amount

1. Demoroguri Gaon road connecting Sepon Sunpura Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202 A) Upto 600m dia. Hume pipe

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Clause 301.5 i) From private land

Construction of Sub – grade and earthen shoulder with approved materials obtained from borrow pits, with initial up to 3.00 km, transporting to site. Spreading, grading to required stope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1 a) From Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm for Gr.-III

Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

CD WORKS 1000MM DIA SINGLE ROW 2Nos Doubble Row 1 Nos E/W in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out constructin 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 backfillig in trenches with excavated suitable material. Ordinary soil i) Depth upto 3.00m Face wall

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 1. PCC grade M 10 Nomonal Mix 1:3:6 (Hand Mixing)

Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 (A) 1000 mm dia HP

Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

Single Bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia, closely packed & driven, including fitting, fixing with half 2nd class bamboo ( jati or Bethua ) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification. A. Driven at least 900 mm bellow ground and 1800 mm above ground on average.

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

2. Khamun road to connecting Nemuguri Kharahat Road Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202 A) Upto 600m dia. Hume pipe

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Clause 301.5 i) From private land

Construction of Sub – grade and earthen shoulder with approved materials obtained from borrow pits, with initial up to 3.00 km, transporting to site. Spreading, grading to required stope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1 a) From Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm for Gr.-III

Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

E/W in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out constructin 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 backfillig in trenches with excavated suitable material. Ordinary soil i) Depth upto 3.00m Face wall

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 1. PCC grade M 10 Nomonal Mix 1:3:6 (Hand Mixing)

Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 (A) 1000 mm dia HP

Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

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

3. Deroiting Bagan to Holongoni via Boropial Habi Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202 A) Upto 600m dia. Hume pipe

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Clause 301.5 i) From private land

Construction of Sub – grade and earthen shoulder with approved materials obtained from borrow pits, with initial up to 3.00 km, transporting to site. Spreading, grading to required stope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1 a) From Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm for Gr.-III

Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

CD WORKS 1000 mm DIA SINGLE ROW 3Nos TRIPLE ROW 1 Nos E/W in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out constructin 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 backfillig in trenches with excavated suitable material. Ordinary soil i) Depth upto 3.00m Face wall

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 1. PCC grade M 10 Nomonal Mix 1:3:6 (Hand Mixing)

Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 (A) 1000 mm dia HP

Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

Single Bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia, closely packed & driven, including fitting, fixing with half 2nd class bamboo ( jati or Bethua ) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification. A. Driven at least 900 mm bellow ground and 1800 mm above ground on average.

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

4. Jabalating to Kutuhaguri Road Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202 A) Upto 600m dia. Hume pipe

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Clause 301.5 i) From private land

Construction of Sub – grade and earthen shoulder with approved materials obtained from borrow pits, with initial up to 3.00 km, transporting to site. Spreading, grading to required stope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1 a) From Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm for Gr.-III

Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

CD WORKS 1000MM DIA SINGLE ROW 4Nos E/W in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out constructin 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 backfillig in trenches with excavated suitable material. Ordinary soil i) Depth upto 3.00m Face wall

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 1. PCC grade M 10 Nomonal Mix 1:3:6 (Hand Mixing)

Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 (A) 1000 mm dia HP

Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

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