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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -38.99% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.8 LAdmitted-Finance GROUND FLOOR H NO 15 MAIN ROAD VILLAGE AUCHANDI NEW DELHI 110039 | NORTH DELHI | DELHI | 110039 | -12.20% | ₹4.8 L | L2 | Admitted-Finance |
Tender Value
₹5.5 L
EMD Value
₹11,000
Closing Date
8 Apr 2026, 3:00 pmClosed
EE DMD-7 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DMD-7 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Repair and maintenance of existing rain water harvesting pits including installation of piezometer at Sanskriti Apartments under jurisdiction of of DMD-7.
2026_DDA_904106_1
12/EE/DMD-7/DDA/2025-26
Open Tender
Civil Works
60 days
EE DMD-7 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹11,000
7 May 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
8 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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. All kinds of soil | |||||
| 2Boring/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. All types of soil 300 mm dia | |||||
| 3Boring/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. Rocky strata including Boulders 300 mm dia | |||||
| 4Supplying, 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. 150 mm nominal size dia | |||||
| 5Supplying, 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. 150 mm nominal size dia | |||||
| 6Supplying, filling, spreading & leveling of pea sized gravel , in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | |||||
| 7Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | |||||
| 8Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. | |||||
| 9Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | |||||
| 10Gravel 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 Engineerin- charge. | |||||
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