Construction of Road from NH-515 to Eklavya Model Residential School (EMRS) road from Ch.0.00km (Length0.500km) under under TSP Fund for the year 2022-23 in 114 Jonai (ST) LAC under, Jonai Territorial Road Division, Silapathar in Dhemaji Distri

Amount

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling refilling, compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material by manual means with all lifts as per Technical Specification Clause 201. ii. Girth above 600 mm to 900 mm

uprooting and removing stumps & roots,compacting of backfilling and stacking of serviceable material by manual means as per technical specification clause 201. B.Lead up to 1000m ii.Girth above 600 mm to 900 mm

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 (B)In area of thorny jungle

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

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( with an initial lead of 5 Km.) (ii) For grading-I material.

Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river boulder.FOR GR-III

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

(A) Retro reflectorised traffic signs. I. providing and fixing of retro reflectorised cautionary, mendatory informatory sign……… ii.600 mm equilateral triangle

(A) Retro reflectorised traffic signs. I. providing and fixing of retro reflectorised cautionary, mendatory informatory sign……… iv)800 mmx 600 mm reactangular

Box Culvert Excavation for structure- ( Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stamps and other deletarious matter, dressing of sides and bottom and back filling the excavated earth to the extend required and utilized the remaining earth locally for the road work.. I.Ordinary soil A. Mannual means (II) (with dewatering (i)Upto 3.00m depth.

Sand filling in foundation trenches as per drawing and technical specifications.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( N ) Without plasticiser C .PCC Grade M-15 Case I Using concrete mixer.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( N ) Without plasticiser C .PCC Grade M20 Case I Using concrete mixer.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( N ) Without plasticiser C .RCC Grade M20 Case I Using concrete mixer.

TMT bar :Supplying fitting and placing TMT bar reinforcement in foundation including splicing complete as per Drawing and Technical specifications. (i) TATA make TMT Corrosion Resistant Steel(CRS) reinforcement bar of Fe 500 N/mm2

Plain/Reinforced cement concrete, in Sub-structure complete as per drawing and technical specification including steel shuttering formwork. ( N ) Without plasticiser A .PCC Grade M15 Case I Using concrete mixer.

RCC.Furnishing and placing reinforced cement concrete in superstructuere as per drawing and technical specifications including steel shuttering formwork. ( N ) Without plasticiser A. RCC Grade M20 Case I Using concrete mixer.(i) For solid slab superstructure (a) Height up to 5.00m

TMT bar :Supplying fitting and placing TMT bar reinforcement in sub-structure including splicing complete as per Drawing and Technical specifications. (i) TATA make TMT Corrosion Resistant Steel(CRS) reinforcement bar of Fe 500 N/mm2

Plain/Reinforced cement concrete, in Sub-structure complete as per drawing and technical specification including steel shuttering formwork. ( N ) Without plasticiser A .PCC Grade M15 Case I Using concrete mixer.

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications cluase 800 and 1206.3 with crushed stone .

Construction of RCC railing of M-25 grade n Cast in Situ,wth 20mm nomnal sze aggregates true to line and grade tolerrance of vertcal railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and techincal specification Clauses 800,900 and 1208.3

Providing weep hole in brick masonry/ plain/ reinforced concrete abutment, wing wall/ returnwall with 100mm dia A.C. pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing and technical specifications.

Drainage spouts complete as per drawing and technical specifications Clause 1209

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification,A. Granular material

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each.as per drawing and Technical specification Clause No. 1301 .

Routine Maintenance for 1st Year

Routine Maintenance for 2nd Year

Routine Maintenance for 3rd Year

Routine Maintenance for 4th Year

BIRAT BASUMATARY

Sri Ramen Pegu