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Corrigendum Tender For Revamping Of Bituminous Road At The Approach Road Leading To Jng#4(Bahadur) By 150 Mm Granular Sub-Base, Spreading Gravel, 75Mm Thick Double Layer Wbm, 40Mm Thick Sdbc In Approximate Road Length 1210 Meter Including Supply Of All, Duliajan Oil Town-Assam

Oil India Limited has published Corrigendum Tender For Revamping Of Bituminous Road At The Approach Road Leading To Jng#4(Bahadur) By 150 Mm Granular Sub-Base, Spreading Gravel, 75Mm Thick Double Layer Wbm, 40Mm Thick Sdbc In Approximate Road Length 1210 Meter Including Supply Of All. Submission Date for this Tender is 23-01-2024. Road Work Tenders in Duliajan Oil Town Assam. Bidders can get complete Tender details and download the document.




Tender Notice

41667501
Corrigendum Tender For Revamping Of Bituminous Road At The Approach Road Leading To Jng#4(Bahadur) By 150 Mm Granular Sub-Base, Spreading Gravel, 75Mm Thick Double Layer Wbm, 40Mm Thick Sdbc In Approximate Road Length 1210 Meter Including Supply Of All
Open Tender
Indian
Assam
Duliajan Oil Town
23-01-2024

Tender Details

Corrigendum Tender For Revamping Of Bituminous Road At The Approach Road Leading To Jng#4(Bahadur) By 150 Mm Granular Sub-Base, Spreading Gravel, 75Mm Thick Double Layer Wbm, 40Mm Thick Sdbc In Approximate Road Length 1210 Meter Including Supply Of All Materials. -1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil 2 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means:-In area of light jungle 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 CONSTRUCTION OF 150MM (CONSOLIDATED) GRANULAR SUB-BASE consolidated by dry rolling to proper grade including providing well compacted berms with earth on either side 1.2m wide levelled with finished road surface, dressing sub-grade including cutting surface upto75mm deep to required level and as per clause 401. (Road roller supplied by contractor). 5 Spreading gravel, pea-gravel or brick bat over sunken road surface, including carrying from a distance of 30.00m. 6 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). 7 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including supply of bitumen emulsion by Contractor of approved quality. 8 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. 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. SECTION B 1 Supply of Gravel (65mm graded down to 25mm), hard, clean and free from foreign materials 2 Supply of Sand Shingle (containing 60 to 80% sand & 40 to 20%shingle of size 20mm graded down to 5mm), clean and free from clay and rubbish etc. 3 Supply of approved quality granular materials from approved quarry, free from organic matter including stacking in measurable stacks as directed. 4 Supply of Hand broken hard stone metal from river boulder fairly cubical in shape, free from dust/dirt disintegrated pieces, organic and other foreign matters (63mm to 45mm graded) 5 Supply of Stone crusher dust finer than 3mm with not more than 10%passing 0.075 sieve. SECTION C Contract Execution Cost, A 1 Forest Royalty of 3% on the contract execution cost. Additional 10% Cess on forest royalties for each of MMDRRF and DMFT, B

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Tender Value
INR 81.37 Lakhs /-
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