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Updated dates
Tender Value
₹37.5 Cr
EMD Value
₹47.5 L
Closing Date
6 Jun 2026, 3:00 pmDue today
Executive Engineer SWR-II
O/o EE SWR-II Under Dabri Flyover, Pankha Road, ND
Construction of Precast and RCC Box type drain in place of old brick drain at Najafgarh-Dhansa Road (ID1227) Under SD-22, SWR-2, New Delhi.
2026_PWD_290840_1
04/CE/South/PWD/2026-27 (07/EE/SWR-II/PWD/2026-27)
Open Tender
Civil Works
210 days
New Delhi
As per tender document
18 documents required · 18 mandatory
₹0
₹47.5 L
O/o Chief Engineer, South Zone, MSO Building, New
5 May 2026
5 May 2026
6 Jun 2026
5 May 2026
6 Jun 2026
5 May 2026
11 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | EARTH WORK
10.1) 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.
10.1.1) All kinds of soil. | 2,145 | cum | 177.5 | ₹3,80,737.5 | BI01010001010000000000000515BI0100001113 |
| 1.2 | Filling available excavated earth (excluding rock) intrenches, 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. | 2,145 | cum | 196 | ₹4,20,420 | BI01010001010000000000000515BI0100001114 |
| 1.3 | supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 1,895 | cum | 700.5 | ₹13,27,447.5 | BI01010001010000000000000515BI0100001115 |
| 2CONCRETE WORK | ||||||
| 2.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength and durability; including laying at site, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. :
All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 220 kg/cum. | 1,121 | cum | 8,479.5 | ₹95,05,519.5 | BI01010001010000000000000515BI0100001116 |
| 3REINFORCED CEMENT CONCRETE | ||||||
| 3.1 | Centering and shuttering including strutting, propping etc. and removal of form for :
3.1.1) Foundations, footings, bases of columns, etc. for mass concrete | 588 | sqm | 392.15 | ₹2,30,584.2 | BI01010001010000000000000515BI0100001117 |
| 3.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 6,048 | sqm | 842.5 | ₹50,95,440 | BI01010001010000000000000515BI0100001118 |
| 3.3 | Suspended floors, roofs, landings, balconies and access platform | 1,512 | sqm | 927.25 | ₹14,02,002 | BI01010001010000000000000515BI0100001119 |
| 3.4 | Edges of slabs and breaks in floors and walls | - | - | - | - | - |
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