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Tender For Annual Repair And Maintenance Of Drain In Nct Of Delhisub Work: Providing Bituminous Surface Over Existing Wbm Surface Of Inspection Path From Mungeshpur Qutubgarh Road Bridge To Mungeshpur Auchandi Road Bridge, delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Tender For Annual Repair And Maintenance Of Drain In Nct Of Delhisub Work: Providing Bituminous Surface Over Existing Wbm Surface Of Inspection Path From Mungeshpur Qutubgarh Road Bridge To Mungeshpur Auchandi Road Bridge. Submission Date for this Tender is 22-03-2023. Drainage Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

36760554
Corrigendum : Tender For Annual Repair And Maintenance Of Drain In Nct Of Delhisub Work: Providing Bituminous Surface Over Existing Wbm Surface Of Inspection Path From Mungeshpur Qutubgarh Road Bridge To Mungeshpur Auchandi Road Bridge
Open Tender
Indian
Delhi
delhi
22-03-2023

Tender Details

Tender For Annual Repair And Maintenance Of Drain In Nct Of Delhisub Work: Providing Bituminous Surface Over Existing Wbm Surface Of Inspection Path From Mungeshpur Qutubgarh Road Bridge To Mungeshpur Auchandi Road Bridge

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Mar-2023 Tender Postponed Date 22-03-2023

Key Value

Document Fees
Refer document
EMD
INR 21629.0 /-
Tender Value
INR 10.81 Lakhs /-

BOQ Items

N.O.W.:-AR and MO drain in NCT of DelhiSub work: Providing bituminous surface over existing WBM Surface of inspection path from Mungeshpur Qutubgarh road Bridge to Mungeshpur Auchandi road bridge.
Sl. No. Item Description
1Earth 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:2.1.1 All kinds of soil.
2Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
4Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg/sqm
5Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
6Providing 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 surfacewit hpaver finisher equipedwith 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 capacit
7Providing 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.
8Providing and fixing 30 mm thick (undressed)red sand stoneslab over drains.
9Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth lent : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
11Total amount
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