TN No.07_01

Amount

2.2 Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 250mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle.

3.15(ii) Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2

3.4 Construction of Embankment with Material Obtained from Borrow Pits 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

4.1, A (ii) Construction of grannular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment 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. (i) For Grading II Material.

4.7, 3 (A) Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density as per Technical Specification Clause 405. (ii) Grading-III (b) Using screening Type-A

6.7 (A) (I) (a) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of edge restraint and carriage).

Providing pucca drain with first class brick masonary work in 1:3 with 250 mm thick side walls and 100mm thick PCC (1:3:6) base over brick flat soling and plastering with cement mortar 1:4 including earth work in excavation of foundation trenches and refilling of sides after completion of work with average depth of 1.00m and 1.00m overall width complete as per drawing and technical specification.

Providing pre-cast RCC slab 150 mm thick and 1.00 m over all span, over drain for footpath with concrete mix M-20, reinforced with TMT bar as per drawing and technical specification with shuttering curing etc. including fixing in position as directed.

8.37 (SOR SH & MDR 2018-19) Providing 'Sparkle Solar Road Studs, manufactured by TATA B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance for one year from the date of installation of stud on road-(installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under supervision of their competent technician). a) Bi-directional......

GAUTAM BRAHMA

Tapan Kumar Basumatary