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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 CrAccepted-Finance | ₹12.5 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹13.2 Cr+₹72.8 L (5.83%)Accepted-Finance E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052 | ₹13.2 Cr+₹72.8 L (5.83%) | L2 | Accepted-Finance Accept |
Tender Value
₹12.2 Cr
EMD Value
₹22.2 L
Closing Date
26 May 2026, 3:00 pmClosed
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
Remodeling of exiting storm water drain with Precast Factory made RCC drain as per New Master Drain Plan 2025 at Jhulelal Mandir Marg under Sub Division NW R-14 of NWR-1 Division PWD, Delhi.
2026_PWD_291617_1
02/EE/NWR-1/PWD/2026-27 (1ST RECALL)
Open Tender
Civil Works - Roads
Percentage
150 days
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
Remodeling of exiting storm water drain with Precast Factory made RCC drain as per New Master Drain Plan 2025 at Jhulelal Mandir Marg under Sub Division NW R-14 of NWR-1 Division PWD, Delhi.
13 documents required · 13 mandatory
₹0
₹22.2 L
Chief Engineer, (N) Zone, PWD, 5th Floor
23 Jun 2026
19 May 2026
26 May 2026
19 May 2026
26 May 2026
19 May 2026
21 May 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.
All kinds of soil | - | Cum | - | - |
| 2 | 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. | - | Cum | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for
(A) Foundations, footings, bases of columns, etc. for mass concrete. | - | Sqm | 1 | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :
Edges of slabs and breaks in floors and walls
Under 20 cm wide | - | Mtr. | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500 D or more. | - | Kg | 1 | - |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | - | Sqm | - | - |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - |
| 10 | 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. | - | Cum | - | - |
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