TN No. 18/18

Amount

Clearing and grubbing road land including uprooting wild 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 be used or auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification Clause 201.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in place Method (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, rooling 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. Grading - III

Inter Locking concrete Block Pavement providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)

Providing and laying of boulder apron laid in wire crates with 4m dia GI wire conforming to IS:280 and IS:4826 in 100mm X 100mm mesh (Woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawings and technical specification Clause 1301.

Providing and fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixing over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm 6mm firmly fixed to the ground by means of properly designed foundation foundation with M 15 graded cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and technical specification Clause 801. (vi) 60cm X 60cm Square

Providing reflective pavement marker with a provision of spike at the bottom with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturs with three months replacement warranty and free maintenance.

Planting of Trees and their Maintenance for three Years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m 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 the year.

Construction of Slab Culvert 2m Span 11.1. Earthwork in excavation for structure 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 50m dressing of side. (I) Ordinary soil (i) Upto 3m depth

11.4. PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in founadation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for…. (A) With crushed stone. (I) PCC grade M10 (i) Nominal mix 1:3:6

11.4. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawings and Technical Specification. B. PCC Grade M 15 (i) Nominal Mix (1:2.5:5)

11.4. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawings and Technical Specification. B. PCC Grade M 20.

16.99.1. Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawings and Technical Specifications.

12.11. Providing and laying of Filter media with granular materials/stone crushed aggregate satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600mm with slmaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutment, wings wall and return wall to the full height compacted to firm condition complete as per drawings and technical Specification.

16.99.5. Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete aboutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 (V) : 20 (H) towards drawings face complete as per drawing.

12.6. Supplying, fitting and placing TMT IS : 1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (i) Abutment wall (ii) Slab (iii) Kerb

13.6. Construction of RCC railing of M30 Grade in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space

13.10. Drainage Spouts complete as per drawing and technical specification.

1000mm dia Single 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 for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105.

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

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 Face wall, Top, Inner Side

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000mm dia

SRI AMAL BARUAH