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Tender Value
₹9.0 Cr
EMD Value
₹18.0 L
Closing Date
19 Jun 2026, 3:00 pm
Executive Engineer
The Executive Engineer, East Road Division (M-212), PWD, Under Akshardham Flyover, Opposite Metro Pillar No. 50, Noida Mor, Delhi-91
Remodeling of drain by Precast U-Shape Drain i/c Drain Cover, Box Culvert etc. of Neelam Mata Mandir Road and Adjoining area for removing water logging in under Sub-Division East Road-III (Section-III) of East Road Division, Delhi during 2025-2026
2026_PWD_292749_1
18/SE/EAST/CIRCLE/PWD/2025-26 (R-1)
Open Tender
Civil Works - Roads
90 days
East Road-III
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹18.0 L
5 Jun 2026
5 Jun 2026
19 Jun 2026
5 Jun 2026
19 Jun 2026
5 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 1.01 | All kinds of soil. | 3,671 | Cum | 260.3 | ₹9,55,561.3 | BI01010001010000000000000515BI0100001112 |
| 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. | 1,101 | Cum | 196 | ₹2,15,796 | BI01010001010000000000000515BI0100001113 |
| 3Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | ||||||
| 3.01 | All kinds of soil | 1,638 | Cum | 126.8 | ₹2,07,698.4 | BI01010001010000000000000515BI0100001115 |
| 4Providing 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; including pumping of concrete to site of laying, 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : | ||||||
| 4.01 | Concrete of M10 grade with minimum cement content of 220 kg /cum | 180 | Cum | 8,835.15 | ₹15,90,327 | BI01010001010000000000000515BI0100001117 |
| 4.02 | Concrete of M25 grade with minimum cement content of 300 kg /cum | 35 | Cum | 9,439.05 | ₹3,30,366.75 | BI01010001010000000000000515BI0100001118 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for all heights : | ||||||
| 5.01 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 423 | Sqm | 842.5 | ₹3,56,377.5 | BI01010001010000000000000515BI0100001120 |
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