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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | L1 | Admitted-Finance | ||
| 2 | Rejected-Technical | - | Rejected-Technical Technically Disqualified | ||
| 3 | Rejected-Technical | - | Rejected-Technical Technically Disqualified |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
11 Sept 2026, 3:00 pmClosed
EE/SD-2/DDA
EE/SD-2/DDA, Seedbed Park, Shakarpur, Delhi
Improvement of Subsurface Water Recharge through Stormwater Management Systems at Various Sports Complexes under Jurisdiction of Sports Zone.
2026_DDA_925011_1
13/EE/Sports Division-2/DDA/2026-27 (Re-Invited)
Open Tender
Civil Works
Percentage
120 days
EE/SD-2/DDA, Seedbed Park, Shakarpur
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹3.9 L
17 Oct 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
11 Sept 2026
5 Sept 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 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (a) All types of soil 300 mm dia | 216 | metre | 707.75 | ₹1,52,874 |
| 2 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (a) Rocky strata including Boulders 300 mm dia | 144 | metre | 1,695.1 | ₹2,44,094.4 |
| 3 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
(a) 150 mm nominal size dia | 180 | metre | 793.25 | ₹1,42,785 |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (a) 150 mm nominal size dia | 180 | metre | 807.45 | ₹1,45,341 |
| 5 | 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. | 1,210 | cum | 177.5 | ₹2,14,775 |
| 6 | 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)Hard rock (blasting prohibited) | 324 | cum | 1,432.95 | ₹4,64,275.8 |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Ordinary or hard rock | 147 | cum | 227.4 | ₹33,427.8 |
| 8 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 19 | cum | 2,024.5 | ₹38,465.5 |
| 9 | 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. | 243 | cum | 196 | ₹47,628 |
| 10 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
a) 150 mm dia | 12 | each | 322 | ₹3,864 |
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