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Tender Value
₹5.6 Cr
EMD Value
₹11.2 L
Closing Date
3 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, PWD M-113(N), New Delhi-10
Executive Engineer, PWD M-113(N), New Delhi-10
Comprehensive Maintenance of various roads, under Sub-Div-5/South West Road Division-1 PWD, New Delhi during 2025-26 and 2026-27 SH Repairing of Footpaths, Central Verge, drain and berm portion and other misc. repair works within the right of way
2026_PWD_293720_1
16/SE/South West Circle/PWD/2026-27, 24/EE/SWR-1/PWD/2026-27
Open Tender
Civil Works
547 days
New Delhi
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹11.2 L
17 Jun 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
3 Jul 2026
17 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 |
|---|---|---|---|---|---|
| 1Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. All kinds of soil. | |||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift ,as directed by Engineer-in-Charge. All kinds of soil | 1 | Cum | - | - |
| 3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | |||||
| 3.1 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Metre | 1 | - |
| 3.2 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | - | Metre | - | - |
| 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 upto 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 up to plinth level: | |||||
| 4.1 | M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) | 1 | Cum | 1 | ₹1 |
| 4.2 | Concrete of M25 grade with minimum cement content of 300 kg /cum | 1 | Cum | 1 | ₹1 |
| 5Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement 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 specified minimum 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. | |||||
| 5.1 | Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | - | - |
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