Construction of PCC Road from H/O Kuleshwar Yadav to H/O Upendra Sir, Village-Laralutudag, GP-Tulbul, Block-Kanhachatti, Dist.-Chatra.

Cleaning grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical specification. S.O.R. Iteam No. 2.02

Clearing and Grubbing Road Land (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 ) BY Manual Means ( In area of Light Jungle). S.O.R. Iteam No. 2.03(I) A

Compacting original ground supporting subgrade : (Loosening of the ground upto level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.2 for sub grade construction). S.O.R. Iteam No. 3.20 Case-I

Construction of Subgrade and Earthen Shoulders (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). S.O.R. Iteam No. 3.18

Granular Sub- Base with Coarse Graded Material ( Table :- 400.1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loaded at OMC and compacting witHh vibratory roller to achieve the desired density complete as per Clause 401. With GRADING-I Material. S.O.R. Iteam No. 4.01 B (i)

Construction of un-reinforced, dowel jointed at expansion and construction joint only Plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), coarse and fine aggregate confirming to IS:383 maximum size of coarse aggregrate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropirate weigh batcher using approved mix design , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythelene as per drawing ) spreading the concrete with shovels rakes compacted using needle, screened and plate vibrators and finished in continious operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bars near approaches to bridge/culvert and construction joints curing of concrete slabs gor 14 days as per drawing and techanical specification ,Clause 1501. S.O.R. Iteam No. 6.4

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide Clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of 25x25x3 mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing ). S.O.R. Iteam No. 8.4 A(x)

Direction and place indentification signs up to 0.9 sqm size board (Providing and erecting direction and place identifications retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 nos. firmly fixed to the gound by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing ).The sign shall be maintained as per section 12 of IRC 67.801. 80mm x60 mm rectangular. S.O.R. Iteam No. 8.06

Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shorting and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material. S.O.R. Iteam No. 3.13 (i) B

Providind and laying of dry rubble flooring complete as per drawing and technical specificatiions. clause 2506. S.O.R. Iteam No. 16.09