Construction of interlocking Paver block approach road for newly constructed G plus 1 prefabricated Building in Siang Lower H E Project at Pasighat

Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cute arlier and disposal of unserviceable material sands tacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (ii) By Mechanical Means (A) In area of light jungle

4.18 (A) Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate confirming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. Complete all as per direction of Engineer-in-Charge. (ii) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern

Cast inSitu Cement Concrete M20 kerb (Construction of cementconcrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (A) Using Concrete Mixer

Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd bricks, lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres)

Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads

Loading and Unloading of Cement / Steel / Structural Steel/ RC Pipe / Wooden Logs / Bricks /Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.