Construction of Road from Budura village near Bathou Mondir to Dongpara LP School in Tangla Rural Road Sub-Division (TN_23_4)

Amount

2.2. 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. (1) By Manual Means. (A) In area of non-thorny jungle.

3.4. 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

3.14. 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.

Construction of granular sub-m base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification Clause 401. (ii) For Grading II Material.

Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, weatering and compacting to the required density Grade 3 as per Technical Specification Clause 405. (A) By Manual Means.

6.7. Inter locking concrete Block pavement 6.7.A.i(a) Providing and laying interlocking concrete block pavement with M40 grade of concrete block having thickness 80mm as per technical specification clause 1504 complete (inclusive edge restrains and carriage).

10.2.(A) 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 posts 75mm X 75mm X 6mm firmly fixed to the ground by means if properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm below ground levels as per drawings and Technical Specification Clause 801. (iv) 800mm X 600mm rectangular.

(ii) 600mm equilateral triangle.

10.10 Re-inforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawings and Technical Specification Clause 1703. ii) Ordinary kilometer stone (Precast)

iii) 200m Stone (precast)

1000mm dia HPC 11.1 Earthwork in excavation for foundation of structure as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, drassing of sides and bottoms and back filling with approved material. 1. Ordinary soil (1) Depth up to 3m (with dewatering).

PCC 1:3:6 in foundation 11.4 Plain Cement Concrete M-10 (1:3:6 nominal Mix) in levelling course below open foundation of head walls as per drawings and Technical Specifications Clause 1109. B. With Natural Gravel. (i) PCC Grade M-10, Nominal Mix 1:3:6

11.5 (ii) Brick masonry work in 1:4 in foundation of Head Walls complete excluding pointing and plastering, as per drawings and Technical Specification Clause 1109.

9.2 (ii) Laying 1st Class bedding on well compacted sand, moorum as per Technical Specification Clause 1105. (ii) With Granular Materials.

12.3 Plastering with cement morter (1:4), 15mm 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 coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Reinforced cement concrete pipe NP3 B. 1000mm dia.

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 p g to meeet requirement f Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5

M/S BIMOL NARZARI