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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹41.3 L+₹1.6 L (4.01%)Accepted-Finance | L2 | Accepted-Finance Accept | |
| 3 | L3₹46.0 L+₹6.2 L (15.7%)Accepted-Finance | L3 | Accepted-Finance Accept | |
| 4 | L4₹48.1 L+₹8.4 L (21.0%)Accepted-Finance | L4 | Accepted-Finance Accept | |
| 5 | L5₹50.7 L+₹11.0 L (27.6%)Accepted-Finance | L5 | Accepted-Finance Accept |
Tender Value
₹76.2 L
Closing Date
29 Jan 2021, 3:00 pmClosed
EE,CD-XII, I and FC Deptt., GNCT of Delhi
O/o EE,CD-XII Basai Darapur
Construction of road/inspection Path of Left Bank of Madanpur drain from RD 0m to RD 950m in Distt. West.
2021_IFC_198907_1
EE/CD-XII/20-21/22
Open Tender
Civil Works
Works
120 days
Madanpur Drain
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
Exempted
1 Feb 2021
19 Jan 2021
29 Jan 2021
19 Jan 2021
29 Jan 2021
19 Jan 2021
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, with all lead and lift: All kinds of soil
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Supplying and stacking at site. 90 mm to 45 mm size stone aggregate
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate
Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate
Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A)
Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B)
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 .
Providing 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 I sqm
Providing 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 I sqm
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.
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.
Brick 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
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