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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance | -21.55% | ₹19.1 L | L1 | Admitted-Finance |
| 2 | L2₹19.7 L+₹62,059.66 (3.25%)Admitted-Finance | -19.00% | ₹19.7 L+₹62,059.66 (3.25%) | L2 | Admitted-Finance |
| 3 | L3₹20.0 L+₹86,396.78 (4.53%)Admitted-Finance | -18.00% | ₹20.0 L+₹86,396.78 (4.53%) | L3 | Admitted-Finance |
Tender Value
₹24.3 L
EMD Value
₹48,674
Closing Date
28 May 2026, 3:00 pmClosed
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
Laying HDPE line branch from existing HDPE line from B-5 and 6 road to park at B-2, Rosewood Apartments and B-10, Vasant Kunj, New Delhi.
2026_DDA_909849_1
07/EE/SPD-1/DDA/2026-27 (Re-Invited)
Open Tender
Civil Works
Item Rate
60 days
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹48,674
20 Jun 2026
22 May 2026
29 May 2026
22 May 2026
28 May 2026
22 May 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 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 for all lift, as directed by Engineer-in-charge. (a) All kinds of soil | 127 | cum | 177.5 | ₹22,542.5 |
| 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 and for all lift. | 74 | cum | 196 | ₹14,504 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete | 10 | sqm | 392.15 | ₹3,921.5 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 104 | sqm | 842.5 | ₹87,620 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Suspended floors, roofs, landings, balconies and access platform | 20 | sqm | 927.25 | ₹18,545 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 1S: 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (a) Concrete of M30 grade with minimum cement content of 350 kg /cum | 32 | cum | 9,655.7 | ₹3,08,982.4 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,840 | kg | 107.85 | ₹4,14,144 |
| 8 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (a) Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 41 | cum | 1,503.6 | ₹61,647.6 |
| 9 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 alead of 50 m : (a) All kinds of soil (i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 682 | meter | 352.15 | ₹2,40,166.3 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 41 | cum | 2,123.75 | ₹87,073.75 |
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