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💬 Talk to Our Bidding ExpertDevelopment Of Integrated Offi in Delhi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Development Of Integrated Offi" in Delhi, India.
NTID 46784567
- Opening Date : Thu 22nd October, 2026
- Closing Date : Thu 22nd October, 2026
- ₹ 1282396789.00
- NTID 46784567
Key Values: Document Cost: 0.00 | EMD: 13823968.00 | Estimated Cost: 1282396789.00
Tender Description
Development Of Integrated Office Complex At The Existing Dtc Depot, Ip Estate, New Delhi. S/h : Composite Works Of Construction Of Dtc Hq Building (2b+g+11 Stories) With Rcc Framed Structure Design Including Water Supply, Sanitary Installation, Internal And External Electrical Installations, Firefighting, Av System, Access Control, Cctv System, Lifts, Lan Bms, Hvac (low Side & Hi Side) Horticulture Works, Vertical Plantation Works, Artworks, External Development Works And All Other Related Works All Complete Including 3 Year Dlp At Dtc Bus Depot At Ip Estate, New Delhi.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
13823968.00 -
Document Cost
Refer Documents -
Estimated Cost
1282396789.00
BOQ Items Total Items : 743 | Total Qty : 4776366.72
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Sub Head- I Earth Work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and 1.5m lift, disposed earth to be levelled and neatly dressed. All kinds of soil | 48249 | cum |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials All kinds of soil | 145876 | cum |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. | 500 | metre |
| 4 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required | 105029 | metre depth |
| 5 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and mixing Required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks,including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing,providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting,including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in-charge,including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts. | 2161 | cum |
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