Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance G 16 1 2ND FLOOR SECTOR 15 ROHINI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | -32.98% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹13.9 L (8.19%)Admitted-Finance | -27.49% | ₹1.8 Cr+₹13.9 L (8.19%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹73.8 L (43.6%)Admitted-Finance | -3.77% | ₹2.4 Cr+₹73.8 L (43.6%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
19 Aug 2026, 3:00 pmClosed
EE,NMD-2,DDA
EE,NMD-2,DDA
Construction of Box Drain along Jahangirpuri Wazirpur Drain from Police Colony Boundary wall to Shaheed Ram Prasad Road Crossing
2026_DDA_919781_1
15/EE/NMD-2/DDA/2026-27
Open Tender
Civil Works
Works
90 days
MUKHERJEE NAGAR
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹5.1 L
27 Aug 2026
29 Jul 2026
19 Aug 2026
29 Jul 2026
19 Aug 2026
29 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
All kinds of soil | - | cum | 177.5 | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | 196 | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. : All kinds of soil | - | cum | 126.8 | - |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete.
Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works up to plinth level: Concrete of M-15 grade with minimum cement content of 240 kg/cum. | - | cum | 8,986.15 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 392.15 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | sqm | 842.5 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | - | sqm | 927.25 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | 736.4 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | - | sqm | 1,296.7 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :
Edges of slabs and breaks in floors and walls : Above 20 cm wide | - | sqm | 879.05 | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.45 MB
BOQ_966589.xls
BOQ • 0.32 MB
NIT15.pdf
Tender Documents • 1.76 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .