RIDF-XXVII/Hojai/02 Improvement/Construction of Roads (i) Lanka Railway Station to Forest Bazar via Lanka Bheta G.P. and Padumpukhuri G.P. and Bordolong G.P. of 91 Hojai LAC (ii) Padumpukhuri GP to Ali Singa Road with minor bridge/ Slab Culvert 6/1

Amount

Construction of Road From Lanka Railway Station to Forest Bazar Via Lanka Bheta GP Padumpukhuri GP and Bordolong GP: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means (a) In area of non thorny jungle

Construction of Embankment with soil obtained from borrowpits,with a lifts upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet ( requirement of Table-300.1 and 300.2 including all leads as per Technical Specifition Clause 301.5.(including land compensation of earth). From Private Land.

Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1

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 compaction with smooth wheel roller 80-100 km static roller to achieve the desired density complete as per technical specification clause 402 9 (ii) grading 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 3) Grading –III (B) By Manual Means.

A, Inter Locking Concrete Block Pavment - Providing and laying Inter Loking Concrete Block Pavment(M-40)having thickness 80 mm as per Techinical Specification Ciause 1504 complete including carriage up to 50 KM .(including Edge block/ Edge restraints Quantity as per Statement)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (a) 60 cm equilateral triangle

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and laying of hot applied thermoplastic compound 25mm thick including reflectorising glass beads@ 250 Qms per sqm area ,thickness of 2 5 mm is exclusive of surface applied glass beads as per IRC 35, The finished surface to be level,uniform and free from streaks and holes and conforming to the MoSrt & H specifications.

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.

CD Works: Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil : Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed stone. Grade M10 : Nomonal mix 1:3:6

Laying (first class ) Bedding on well compacted sand, moorum or approved granular materials as per clause 11059(ii)Granular materials

Brick masonary work in cement morter in sub structure Brick masonary work in cement morter in sub structure complete excepting pointing and plastering, as drawing and Technical specification Clause 602,603, 604, 1202 & 1204 In 1:3 cement morter.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet Clause 1106.

Plastering with cement morter (1:4) 15mm thick on brick work in sub-structure as per Technical specification.

Construction of Road From Padumpukhuri GP to Alisinga Road with Minor Bridge /Slab Culvert 6/1 over Singjuri Nala: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means (a) In area of non thorny jungle

Construction of Embankment with soil obtained from borrowpits,with a lifts upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet ( requirement of Table-300.1 and 300.2 including all leads as per Technical Specifition Clause 301.5.(including land compensation of earth). From Private Land.

Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1

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 compaction with smooth wheel roller 80-100 km static roller to achieve the desired density complete as per technical specification clause 402 (ii) for grading 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Quantity as per statment 1 Rate as Analysis 3) Grading –III (B) By Manual Means.

A, Inter Locking Concrete Block Pavment - Providing and laying Inter Loking Concrete Block Pavment(M-40)having thickness 80 mm as per Techinical Specification Ciause 1504 complete including carriage up to 50 KM .(including Edge block/ Edge restraints Quantity as per Statement)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 9 (v) 60 cm equilateral triangle

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and laying of hot applied thermoplastic compound 25mm thick including reflectorising glass beads@ 250 Qms per sqm area ,thickness of 2 5 mm is exclusive of surface applied glass beads as per IRC 35, The finished surface to be level,uniform and free from streaks and holes and conforming to the MoSrt & H specifications.

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.

CD Works HP Culvert: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.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 i) sand filling.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar

Stone masonry work in cement mortar in Sub Structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar

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

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. (B) 600 mm dia

CD Works Slab 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 back filling in trenches with excavated suitable materials including bailling out/pumping out water from foundation tracks and providing nominal shoring as directed.

Fillling in foundation trenches as per drawing and technical specification vide Clause 305.3.9 of Specification of Rural Roads, including lighting, guarding, barricating etc.

Laying single brick flat soling with 1st class approved Kiln Burnt bricks with necessary cushioning over bed and filling all joints with sand including cost of sand and ramming and watering if necessary complete.

Providing Concrete (P.C.C. Grade M-15) for Plain concrete in open foundation including cost of form work as and where necessary, curing complete as per drawings and technical specification clauses 802, 803, 1202 & 1203 of specification of Rural roads

Providing Concrete (P.C.C. Grade M-15) for Plain concrete in open foundation including cost of form work as and where necessary, curing complete as per drawings and

Plain/reinforced cement concrete in substructure for height upto 5m complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of

Plain/reinforced cement concrete in substructure for height upto 5m complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of Specification of Rural Roads including curing complete. including screening and cleaning of coarse aggregates and sand, cost of curnjng with water, including cost and carriage of all materials but excluding cost of form work and reinforcement works complete P.C.C grade M 15 (ii) Nominal mix 1:2.5:5

Plain/reinforced cement concrete in substructure for height upto 5m complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of

Providing and laying cement concrete wearing course M 30 grade including reinforcement shuttering and curing complete as per drawing and technical specifications Clauses 800 and 1206.3

Supplying, fitting, and placing HYSD bar reinforcement in superstructure including cost steel materials and carriages etc.complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 of specification of Rural Roads. including cost of black annealed wire and cost of loading carriage of all steel materials from departmentalgo down complete as per drawing and direction of Engineer-in-charge.

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

Bridge Protection Work :Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid in dry in front of toe of embankment complete as per drawing and Technical specification

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Rajbari to Nabhanga Road Length 2.95 km with Mathura Bazar to Kenduguri Bazar L = 1.1 Km under RIDF XXVII of NABARD for the Year 2021-22: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means

Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4

Removal of Unsuitable soil including excavation loading and disposal up to 1000 m lead but excluding compacting ground supporting embankment ,Sub-gradereplacement by suitable soil which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11 .

Construction of Embankment with soil obtained from borrowpits,with a lifts upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet ( requirement of Table-300.1 and 300.2 including all leads as per Technical Specifition Clause 301.5.(including land compensation of earth). 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 lead upto 1000 m as per Technical Specification Clause 303.1.

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 2) Grading -II (A) By Manual Means

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 2) Grading -III (A) By Manual Means

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. ( Execluding Edge Resistance )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC GRADE M 20

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 a mild steel single angle iron post 75 x 75 x 6 mm 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 Technical Specification Clause 1701e 801

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms persqm area ,thickness of 2,5 mm is esclusive of suface applied glass beads as per IRC : 35 . The finished surface to be level , uniform streaks and holes ( rate as per SOR ( SH & MRD )2018-19

Reinforced cement concrete M15 grade kilometre stone/local stone of standard Kilometer Post design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

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.

BHASKAR JYOTI HALOI

MAHABAHU BUILD INDIA PRIVATE LIMITED

M/S ANKUR ENTERPRISE

Rishabh Jain

M/S 4 Star Group