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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | -25.33% | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 Cr+₹37.0 L (9.03%)Admitted-Finance 1104 QUANTUM TOWER RAM BAUG LANE MALAD WEST MUMBAI MAHARASHTRA 400064 UDYAM MH 18 0008080 | MUMBAI SUBURBAN | MAHARASHTRA | 400064 | -18.59% | ₹4.5 Cr+₹37.0 L (9.03%) | L2 | Admitted-Finance |
| 3 | L3₹5.4 Cr+₹1.3 Cr (31.3%)Admitted-Finance | -1.99% | ₹5.4 Cr+₹1.3 Cr (31.3%) | L3 | Admitted-Finance |
Tender Value
₹5.5 Cr
EMD Value
₹11.0 L
Closing Date
18 Jun 2026, 3:00 pmClosed
CHANDRESH KUMAR
EE/DPD-4
Rehabilitation, Strengthening and Retrofitting Work on Basements B1 and B2 (Non-Tower/Affected Area) at Triveni Heights Society, Sec 16B, Dwarka.
2026_DDA_912101_1
06/EE/DPD-4/DDA/2026-27
Open Tender
Civil Works
Works
150 days
EE/DPD-4
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹11.0 L
16 Jul 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 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 |
|---|---|---|---|---|---|
| 0.0 | Preliminary Works & Safety Arrangements
Scaffolding net made of high density polyethylene UV stabilized having density 100 gm/sqm Providing and erecting Dust Net/Green Net along the periphery during Repair/construction to control debris from spreading beyond repair/construction work as directed by Engineer In charge. (Just for cautionary no need of load bearing). | 250 | Sqm. | 24 | ₹6,000 |
| 0.0 | Sump Boring and Dewatering System
Excavation: 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. | 40 | Cum | 177.5 | ₹7,100 |
| 0.0 | Sump Boring: Boring of 150 mm diameter sump holes up to a depth of 4.0 metres at 50 m c/c spacing in all types of soil, including drilling by mechanical auger/manual means, maintaining true verticality and alignment, complete removal of excavated earth, dressing of bore sides, disposal of surplus material within specified lead and lift, and including all labour, tools, plants, and incidental charges required to complete the work as per site conditions and directions of Engineer-in-charge. | 48 | Rmt. | 1,948.3 | ₹93,518.4 |
| 0.9 | Manhole Cover: Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 as per site requirements and direction of Engineer-in-charge. | 12 | Nos. | 3,881.5 | ₹46,578 |
| 0.9 | Dewatering Pump: Providing, installing, testing and commissioning of self-operating/self-sensing submersible dewatering pump of suitable capacity (1.5–2.0 HP, discharge 150–250 LPM at 12–18 m head), capable of automatic start and stop based on water level for continuous dewatering to relieve hydrostatic pressure of groundwater, including float switch/level sensor, control panel with auto/manual operation and overload protection, power cable, HDPE/GI delivery pipe, non-return valve, gate valve, all fittings and accessories, complete in all respects including sump and cover as per site requirements and direction of Engineer-in-charge. | 15 | Nos. | 64,388.53 | ₹9,65,827.95 |
| 0.0 | Soil Stabilization
Drying of water through 1HP/2HP Submersible or with required cables, labour charges fittings & accessories etc, Drilling/Boring, PVC/Casing Pipe. Operation & Maintenance with 30 meters delivery Pipe. (Electricity shall be supplied by client) | 5 | Month | 4,67,614.95 | ₹23,38,074.75 |
| 0.0 | Dismentling of RCC: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 402 | Cum | 3,351.25 | ₹13,47,202.5 |
| 0.9 | Excavation: Earth work/Sand 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. | 196 | Cum | 177.5 | ₹34,790 |
| 0.9 | Single Under Reamed Pile: Boring by shell and auger manual method for providing single under reamed pile of specified diameter and length below pile cap to carry a safe working load not less than specified, including cost of boring with bentonite solution and the length of pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto bottom of pile cap.) 300 mm dia piles upto 3.5 m to 5.0 m depth. | 2,108 | Rmt. | 3,103.5 | ₹65,42,178 |
| 0.0 | Steel Reinforcement: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 25,544 | Kg. | 107.1 | ₹27,35,762.4 |
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