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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | -45.25% | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹27.6 L (6.76%)Admitted-Finance | -41.55% | ₹4.4 Cr+₹27.6 L (6.76%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 Cr+₹31.5 L (7.71%)Admitted-Finance 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | -41.03% | ₹4.4 Cr+₹31.5 L (7.71%) | L3 | Admitted-Finance |
| 4 | L4₹4.4 Cr+₹33.6 L (8.22%)Admitted-Finance | -40.75% | ₹4.4 Cr+₹33.6 L (8.22%) | L4 | Admitted-Finance |
| 5 | L5₹4.5 Cr+₹38.5 L (9.42%)Admitted-Finance | -40.09% | ₹4.5 Cr+₹38.5 L (9.42%) | L5 | Admitted-Finance |
Tender Value
₹7.5 Cr
EMD Value
₹14.9 L
Closing Date
10 Jul 2025, 3:00 pmClosed
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
D/o Plotted area, roads, parking and SW Drain at Mega Housing behind D-6, Vasant Kunj
2025_DDA_865634_1
19/EE/SPD-1/DDA/2025-26
Open Tender
Civil Works
Item Rate
365 days
EE/SPD-1/DDA, Vasant Kunj, New Delhi -110070
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹14.9 L
CE(SZ)DDA, Shahpurjat, New Delhi-49
25 Aug 2025
21 Jun 2025
11 Jul 2025
21 Jun 2025
10 Jul 2025
21 Jun 2025
27 Jun 2025
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 | 14,226 | cum | 177.5 | ₹25,25,115 |
| 2 | 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. a) Ordinary rock | 338 | cum | 498.9 | ₹1,68,628.2 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains {not exceeding 1.5 m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil. | 338 | cum | 260.3 | ₹87,981.4 |
| 4 | 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 retuming 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) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 2,294 | metre | 352.15 | ₹8,07,832.1 |
| 5 | 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. | 822 | cum | 196 | ₹1,61,112 |
| 6.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. A) 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources :6 graded stone aggregate 40 mm nominal size derived from natural sources) | 42 | cum | 7,178.75 | ₹3,01,507.5 |
| 6.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) | 1,527 | cum | 4,911.85 | ₹75,00,394.95 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for a) Suspended floors, roofs, landings, balconies and access platform. | 111 | sqm | 927.25 | ₹1,02,924.75 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting. bending, placing in position and binding all complete above plinth level. A) Thermo-Mechanicaly Treated bars of grade Fe-500D or more. | 3,360 | kg | 107.85 | ₹3,62,376 |
| 9 | 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 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, 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) All works upto plinth level i) Concrete of M25 grade with minimum cement content of 330 kg /cum | 28 | cum | 9,504.75 | ₹2,66,133 |
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