RIDF-XXVII/Lakhimpur/02 Construction of Road from Mahara Chapori to Gamchuk Tiniali via Solichuk under RIDF XXVII of NABARD.

Amount

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means (ii) In area of light jungle

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (i)Girth from 300 mm to 600 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (ii) Girth from 600 mm to 900 mm

Dismantling of Structures Dismantlingofexistingstructureslike culverts bridges retaining wallsandother Dismantlingofexistingstructureslike culverts, bridges, retaining wallsandother structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as perTechnical Specification Clause 202. I By Manual Means (c) Reinforced Cement Concrete

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) Private Land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at and laboratory as directed by the deptt.) (a) From private land

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401, including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department (ii) For Grading-II Materials

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates 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 ( including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) (i) By Manual Means (ii) For Grading-III Materials (iii) Using Screening Type-B (11.2mm Agg.)

Providing and laying Interlocking Concrete Block Pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (b)Excluding Edge block/ Edge restraints

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

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

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand) Size:- 1.20m x 0.90m = 1.08 sqm.

Painting Two Coats on New Concrete Surfaces’ Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Kilometre Stone Reinforced cement concrete M15 grade kilometre tone/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 (I) 5th Kilometre Stone (precast)

Kilometre Stone Reinforced cement concrete M15 grade kilometre tone/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 (ii) Ordinary Kilometer Stone (Precast)

RCC Guard Post:Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (a) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60 cm equilateral tringle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 60 cm Circular

RCC Box Culvert 3-3X3 m :- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing ,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 1. Ordinary soil (i) upto 3m depth.

Providing concrete for plain /reinforced concrete in open foundations complete as per drawingsand technical specifications Clause 802,803,1202 &1203 (ii) P.C.C grade M 15 (a) Nominal mix (1:2.5:5)

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 ,803 ,1202 & 1203 (iii)P.C.C Grade M 20 (a) Nominal mix (1:2:4)

Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804 ,805 ,806,807,1202 and 1204 A. With Crushed Stone (iii) RCC Grade M20 for height upto 5 m

Supplying,fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructrue complete as per drawings and technical specification Clauses 1002 ,1005,1010 & 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206 .3 (a) With crushed stone

Drainage spouts complete as per drawing and technical specifications Clause 1209

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204 .3.8 (i) Sandy material

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

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 and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall ,return wall to the full height ,compacted to firm condition complete as per drawing and technical specification Clause 1204 .3.8

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300 .1,no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

RCC Box Culvert 1-3X3 m :- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing ,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 1. Ordinary soil (i) upto 3m depth.

Providing concrete for plain /reinforced concrete in open foundations complete as per drawingsand technical specifications Clause 802,803,1202 &1203 (ii) P.C.C grade M 15 (a) Nominal mix (1:2.5:5)

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 ,803 ,1202 & 1203 (iii)P.C.C Grade M 20 (a) Nominal mix (1:2:4)

Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804 ,805 ,806,807,1202 and 1204 A. With Crushed Stone (iii) RCC Grade M20 for height upto 5 m

Supplying,fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructrue complete as per drawings and technical specification Clauses 1002 ,1005,1010 & 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206 .3 (a) With crushed stone

Drainage spouts complete as per drawing and technical specifications Clause 1209

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204 .3.8 (i) Sandy material

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

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 and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall ,return wall to the full height ,compacted to firm condition complete as per drawing and technical specification Clause 1204 .3.8

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300 .1,no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

HP Culvert Single :- 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. 1. Ordinary soil (i) upto 3m depth.

Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (ii) Granular material

Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109.

PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211.

Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. 1000 mm dia

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 (i) Private Land (for Earth Work in cushioning)

HP Culvert Double :- 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. 1. Ordinary soil (i) upto 3m depth.

Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (ii) Granular material

Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109.

PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211.

Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. 1000 mm dia

MREEGEN SAHARIAH