CONSTRUCTION OF KACHHA HELIPAD AND BERICATING WORKS FOR VVIP PROGRAMME/ AMAWASHYA MELA/ OTHER PROGRAMME AT DIVISION SATNA

Hire Charges of Mechanical Machineries i/c Fuel & driver on Hourly basis (Minimum 4 hours in day) (i)Hydraulic Excavator (JCB Or Similar)

(iii) Soil Compactor /tandem wheel vibratory roller

Application of 2-3 coats of cow dung mix with water manually up to uniform consistency and applying it by brooming to prepare uniform surface for helipad |landing I/c labour, cow dung watering & all necessary complete as directed by Engineer in-charge (inner radius of 12.5 to 15m)

Lime painting in 2-3 coats over prepared cow dung surface for helipad |lime painting includes H-marking 75 cm wide and outer circle marking 50cm wide as per drawing and as directed by Engineer in-charge

Supplying & Sprinkling of Water over ground by mechanical means includes water tanker with mounted water sprinkler system to |facilitate non-dust surface before and at the time of landing of helicopter as directed by Engineer in-charge

Transport of Material (Balli, Barricades/post pipe & Other Material) by mechanical Means including Loading & Unloading both Of Ballies/ steel Barricades/post/pipe and other material from PWD store/Forest depo/ PHE Store or any other place to vehicle and supplying it to the programme ground. (ii) L.C.V. (GVW upto 7.5 T) A) Up to 5 KM

B) Beyond 5 Km Per KM

(iii) By Tractor Trolly A) Up to5 KM

B) Beyond 5 Km Per KM

Fixing of welded mesh/chain link jali on ballies/barricading as directed |by Engineer in-charge and removing & stacking of same. (i/c all necessary material for fixing but excluding cost of mesh/chain link and transportation)

Fixing of Steel Drop gate /Barrier i/c excavation of pits for stand and stopper post, fixing of posts on pit & filling balancing bin with sufficient weight as directed by Engineer in-charge. (i/c all material T&P and removal staking of same refilling of pits etc.)

(a) Fixing of steel barricading i/c cost of binding material all complete.

(b) Removing & stacking the same after use as directed by Engineer-in-Charge

Uniform preparation of surface by manual spreading of crushed stone/ crusher stone dust/moorum /copara or similar material, 20mm to required thickness i/c manual levelling & dressing at site etc complete

Construction of Murrom Road with Dust topping Construction of Murrom Road including clearing and Grubbing, cutting, trimming, loading of earth material existing ground with hydraulic excavator for avg. depth up to 0.3 m and filling, levelling of ground with approved material from borrow pit having CBR > 7 includes all lifts and leads for avg depth of 0.3 m. Construction of road also comprises of layers of Crusher Run Macadam/Dust topping of thickness 100 mm, The operation includes of Mixing, spreading, Laying in uniform layers through motor grader and watering at OMC, compaction with vibratory roller to achieve the desired density as per clause 407 of MORT&H respectively. (For minimum length of 100 m)

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness. A) In area of light jungle

Removal of Unserviceable Soil with Disposal up to 1000 meters Removal of unserviceable soil including excavation, loading and disposal up to 1000 meters lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

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