Tender For Development Of Road At Kamalabari Da Hukuta Area, Duliajan Including Supply Of All Materials., Duliajan Oil Town-Assam

Tender For Development Of Road At Kamalabari Da Hukuta Area, Duliajan Including Supply Of All Materials - 1. Levelling and dressing road sides and verges including dressing the area and cutting earth upto 150mm depth and filling depression and breaking large earth lumps as directed. 2. Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto1000 metres. ) 3. Collecting / excavating sand, soil, silt, ordinary earth from any source, load into lorries, transport it to distant place of work including procuring earth and laying in layer of 150mm thickness and compacting, profile properly made for taking measurement, including all measurable lead upto 30m and lift as required. (The contractor shall be responsible for all formalities of supply of earth such as purchase of land including royalties, monopoly / other statutory taxes as required from any distance.) 4. Providing and applying tack coat with bitumen emulsion/bitumen using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including supply of bitumen emulsion/bitumen by Contractor of approved quality. (For TENDER ITEM). 5. Supplying & Laying Reinforced cement concrete pipe NP3 600 mm dia prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 12 but excluding excavation, protection works, backfilling ,concrete and masonry works in head walls and parapets . 6. Preliminary and detail survey.(Part-B)1 Prepair drawing docket in fivecopies.(ploting and tracing of Plan, LSection and X-Section) 7. Making shallow kutcha drains with base width 225mm and maximum depth400mm including disposing spoil within 30m, dressing, grading, ramming, levelling, spreading etc. complete directed by Engineer in charge. 8. CONSTRUCTION OF WATER BOUND MACADAM base course 75 mm thick</>(Wearing course) and Surfacing Course (sealing coat) with loose hand broken metal of size 63mm and graded down to 45mm rolled dry to proper compaction, grade and camber and wet rolling after placing bindage of loamy earth and finally sealing the compacted surface with a 25mm thick layer of sand shingles (Ref. to MoRTH Spec.404) and as directed as applied over new consolidated surface. (Road roller supplied by contractor). 9. Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 1 Supply of approved quality granular materials from approved quarry, freefrom organic matter including stacking in measurable stacks as directed. 2 Supply of Hand broken hard stone metal from river boulder fairly cubical in shape, free from dust/dirt disingrated pieces, organic and other foreign matters(63mm to 45mm graded. 3 Supply of Stone Dust., etc.

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INR 1.04 Crore /-