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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.5 LAdmitted-Finance | -42.00% | ₹16.5 L | L1 | Admitted-Finance |
| 2 | L2₹21.4 L+₹4.8 L (29.3%)Admitted-Finance | -24.99% | ₹21.4 L+₹4.8 L (29.3%) | L2 | Admitted-Finance |
| 3 | L3₹21.9 L+₹5.4 L (32.5%)Admitted-Finance | -23.15% | ₹21.9 L+₹5.4 L (32.5%) | L3 | Admitted-Finance |
| 4 | L4₹23.5 L+₹7.0 L (42.2%)Admitted-Finance | -17.55% | ₹23.5 L+₹7.0 L (42.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not submit ESI and EPFO. |
Tender Value
₹28.5 L
EMD Value
₹56,931
Closing Date
27 Jul 2026, 3:00 pmClosed
CHANDRESH KUMAR
EE/DPD-4
Repair and Maintenance of existing rain water harvesting pits including installation of piezometer under jurisdiction of Sub-Division-IV/DPD-4.
2026_DDA_918411_1
13/EE/DPD-4/DDA/2026-27
Open Tender
Civil Works
Works
60 days
EE/DPD-4
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹56,931
17 Aug 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
27 Jul 2026
21 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 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 | 322.3 | Cum | 177.5 | ₹57,208.25 |
| 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) All types of soil
(i) 300 mm dia | 180 | Meter | 707.75 | ₹1,27,395 |
| 3 | 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
(i) 300 mm dia | 360 | Meter | 1,695.1 | ₹6,10,236 |
| 4 | 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 | 288 | Meter | 793.25 | ₹2,28,456 |
| 5 | 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 | 72 | Meter | 807.45 | ₹58,136.4 |
| 6 | Supplying, 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. | 12.16 | Cum | 1,972.16 | ₹23,981.47 |
| 7 | Supplying, 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. | 44.46 | Cum | 1,509.8 | ₹67,125.71 |
| 8 | Supplying, 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. | 36.48 | Cum | 1,538.25 | ₹56,115.36 |
| 9 | Supplying, 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. | 36.48 | Cum | 1,538.25 | ₹56,115.36 |
| 10 | 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. | 14.84 | Cum | 2,024.5 | ₹30,043.58 |
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