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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.9 LAccepted-AOC | 1 | Accepted-AOC 1st Lowest | |
| 2 | 2₹38.0 L+₹10,840 (0.29%)Rejected-AOC | 2 | Rejected-AOC 2nd Lowest | |
| 3 | 3₹39.2 L+₹1.3 L (3.53%)Rejected-AOC 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | 3 | Rejected-AOC 3rd Lowest | |
| 4 | 4₹39.2 L+₹1.3 L (3.56%)Rejected-AOC | 4 | Rejected-AOC 4th Lowest | |
| 5 | 5₹40.2 L+₹2.3 L (6.08%)Rejected-AOC | 5 | Rejected-AOC 5th Lowest |
Tender Value
₹50.3 L
EMD Value
₹1.0 L
Closing Date
9 Mar 2020, 3:00 pmClosed
Executive Engineer, CD-VI
EE CD-VI Bharat Nagar Office Complex Delhi-52
Installation of product pipe by manual pipe jacking method for crossing of storm water in Abandoned Portion of Bawana Escape Drain.
2020_IFC_188848_1
EE/CD-VI/ACS-156/2019-20
Open Tender
Civil Works
Works
90 days
Delhi
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.0 L
Yes
10 Sept 2020
27 Feb 2020
9 Mar 2020
27 Feb 2020
9 Mar 2020
27 Feb 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.
Providing Mild Steel Pipes fabricated / manufactured out of MS plate of steel grade Fe 410 as per IS 3589:2001 or out of HR coils of same/equivalent grade; coated internally with food grade epoxy and externally/ outside with epoxy coating; complete in all respect as per relevant IS codes with upto date amendments and as directed by Engineer-In-Charge. 900mm nominal dia (clear internal dia) pipes of 10mm thickness (min.). (23(A)(l) of DJB)
Installation of Product pipe by Auger Boring method in mixed soil type at required depth to correct grade and alignment; complete as per specifications and as directed by the Engineer-In-Charge. (Cost of projuct pipe, Excavation of Entry and Exist Pit, Shoring/ strutting, Backfilling, Disposal of Surplus Earth, Road Cutting & restoration, Dewatering etc will be paid separately). 600-900 mm diameter. (4.1.4 of DJB)
Construction of leak proof Roka / bundi to keep the working area free from standing water seepage water spring water and any other flow from out side of the area of working place including removing the same as per the direction of Engineer -in-charge.
Manufacturing and supply of G.I. wire crates of size 2M x 1M x 1M made out of G.I. wire 4 mm dia interwoven and spaced 15cm center to center including cost of wire leads & lefts including carriage to site of work.
Supplying hard stone of minimum size 22.50 cm at least in three direction including royalty and carriage to the site of work with all lead &lift including loading, unloading and stacking at site complete.
Laying and placing the stone filled wire crates of size 2mx1mx1m including all arrangements for filling and placing the Same in position including sealing of wire crates with all leads & lifts from stack to the site work(exculuding the cost of stone and wire crates)
Supply of earth at site including excavation, royalty, loading, unloading and banking the same in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions including carriage of earth by mechanical transport lead upto 10.00 km and lift upto 1.50m. All kinds of soil.
RAKESH SHARMA
Balaji Construction Company
Sunrise Enterprises
Indus Infrastructure
Bal Kishan
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