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Tender For Road Restoration Of Cut Made By Bses For Laying Cable From Rohtak Road To 400 Kv Mundka Tikri Kalan In Ward No. 35, Mundka, M-Ii, Narela Zone, narela-Delhi

Municipal Corporation Of Delhi has published Tender For Road Restoration Of Cut Made By Bses For Laying Cable From Rohtak Road To 400 Kv Mundka Tikri Kalan In Ward No. 35, Mundka, M-Ii, Narela Zone. Submission Date for this Tender is 11-09-2023. Road Work Tenders in narela Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

39415304
Tender For Road Restoration Of Cut Made By Bses For Laying Cable From Rohtak Road To 400 Kv Mundka Tikri Kalan In Ward No. 35, Mundka, M-Ii, Narela Zone
Open Tender
Indian
Delhi
narela
11-09-2023

Tender Details

Road Restoration Of Cut Made By Bses For Laying Cable From Rohtak Road To 400 Kv Mundka Tikri Kalan In Ward No. 35, Mundka, M-Ii, Narela Zone

Key Value

Document Fees
INR 500 /-
EMD
INR 89138.0 /-
Tender Value
INR 44.56 Lakhs /-

BOQ Items

Work Name: road work-Road restoration of cut made by BSES for laying cable from Rohtak road to 400 KV Mundka Tikri Kalan in Ward No. 35, Mundka, M-II, Narela Zone, DSR 2018 and approved items
Sl. No. Item Description
1road work
22.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All Kinds of soil
316.3.2:Supplying and stacking at site.63 mm to 45 mm size stone aggregate
416.4:Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
516.3.3:Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate
616.6.1:Supplying, stacking and spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.With road roller / hand roller
716.3.9:Supplying and stacking at site.Good earth
82.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
916.31.1.1:Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsionOn W.B.M / W.M.M. @ 0.4kg/sqm
1016.31.1.2:Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsionOn bituminous surface @ 0.25kg/sqm
1116.55.1:Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity
1216.57.1:Providing and laying 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 equiped 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.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
1316.48.1:Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white / yellow shade, including cleaning the surface of all dirt, scales oil, grease and foreign material etc. complete.New work (Two or more coats)
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