Construction of ICBP road from Rajendra Biswas house to Pub Kamarpara Kali Mandir (Length-0.43Km) in Chirang District, Assam under SOPD, PWD, BTC for the year 2024-25. TN-19-1

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. (I) By Manual means: (4) In area of non-thomy jungle.

3.2. Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Moans. (Scarifying the existing bituminous road surface to a depth of 150 min and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

EARTH WORK 3.4.(I) Embankment Construction with Material Obtained from Borrow Pitc (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 (1) Private Land.

3.14 (i)Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Carthen shoulder with approved materials obtained from burrow! pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Teclinical Specification clause 303.1 () Private Land.

4.1. A) By Mix in Place Method. 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 ) For Grading II Material G.S.B. Gr-!! (150 mm)

4.7. Water Found Macadam (Providing, frying, spreading and competing stone aggregates of speciile alzes to water bound macedam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and comber, applying and brooming, stene screening to fill up the Interstices of coarse aggregate, watering and compacting to the required density Grading 3-es par technical Specification Clause 405. (A) By Mannual Means (II) Grading III b) Using Screening Type A (13.2mm Agg.) W.B.M III (75 mm)

Providing and laying interlocking concrete block pavernopil (M 40) having thickness 80mm as per technical specification clause 1504 including (A) (C) inclurting Edge block/ Edge restraints. I.C.B.P. (80 mm)

10.10 Direction and place identification sign more than 0.9 sqm size beard Providing and erecting direction and place dentification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 5 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

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 post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement oncrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

(iii) 60 cm circular

(v) 60 cmx 60 cm Square

10.10. Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position inclurling 10 painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)

iv) 200 m stone (precast)

15.10. Mainasce steel and RCC Railing Repair of steel railing to bring it to original shape cleaning and repainting as per drawing and technical specification Clause 1911 1) RCC Railing

16.28 RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (b) 15 cm dlc..RCC guard post with reinforcement of 4 nos. 12mm dia TMT main steel bars and Spm TMT/MS stirrups at 15cm clo

16.60. Planting of Trees and their Maintenance for one Year (Planting of Trees and their Maintenance for three Year (Planting of trees by the road sida Avenus:tress) in 0.00 in dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, beckfilling the trenches, watering, fixing the tree guated and maintaining the plants for three year.

14.2. Providing and laying of boulder apron laid in wire crates with 4 min dia Gl wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. Rate as per Analysis Annx- At two location. At Ch. 135.00m (Right Site.)

At Ch. 155.00m (Left Sito.)

SRI BIBEKANANDA DEY (BID ID -246483)