Re-construction of Godhadhar Path including Ratanpur Namghar link Road under SOPD for the Year 2019-20 under PWRD, Dibrugarh, Lahowal, Moran and Tingkhong Territorial Road Division, Dibrugarh - Dibrugarh LAC.

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, B.In area of thorny jungle:-

Construction of embankment with approved material obtained from borrow pits with a lift upto 105m 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) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. (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 (ii) for grading- II Material

WBM Gr III Using crushable screening such as moorum gravel for Gr.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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per Technical Specification clause 405Providing, 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 material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per Technical Specification clause 405

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

RCC Box Culvert Dismentling of existing structure like culvert,bridge, retaining walls and other structure composing of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202II. By manual means. (B) Cement morter.

Earth work 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 other deleterious matter, dressing of sides and bottom, backfilling the excavated suitable material. (I) Ordinary soil Depth upto 3.00m

Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203A. With crushed stone(i) PCC Grade M10 (1:3:6) In foundation

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203 A. With crushed stone(i) PCC Grade M10 (1:3:6) In foundation (iv) RCC Grade M20 (1:2:4) In foundation

Supplying,fitting and placing TMT bar reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete as per Technical Specification Clause 614,709,1204.3.7

Backfilling behind abutment,wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8(ii) Sandy material

Retaining wall Earth work 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 other deleterious matter, dressing of sides and bottom, backfilling the excavated suitable material. (I) Ordinary soil Depth upto 3.00m

Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203 A. With crushed stone (i) PCC Grade M10 (1:3:6)

Plain/reinforced cement concrete in Substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204 A. With crushed stone (i) PCC Grade M15 (1:2.5:5)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete as per Technical Specification Clause 614,709,1204.3.7

Supplying,fitting and placing TMT bar reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202

Plain/reinforced cement concrete in Substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204. A. With crushed stone (iV) RCC Grade M15 (1:2.5:5) Retaining wall

Plain/reinforced cement concrete in Substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204.A. With crushed stone(iV) PCC Grade M 20 Guard stonel

Backfilling behind abutment,wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8(ii) Sandy material

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification of semi-Reflective sign boardsas per IRC:67 made of 2mm thick M.S. sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message,letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour, supported and welded on two nos 47mmx47mm of 12SWG square tube of 3050 mm hight duly strengthened by 25 mmx5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mmx450mmx600 mm, 600 mm below ground level as per approved drawing and Technical specification Clause 1701

A. Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & 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 mild steel angle iron post of 75x75x6mm 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 Technical specification clause 801. i) 60 cm equilateral traingle

ii) 60 cm circular

Planting of Trees by the road side (Avenue trees) in 0.60 m dia hole, 1.00 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 gaurd and Maintain ing the plants for three years

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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

A.B. Enterprise

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