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Tender Value
₹50.9 L
EMD Value
₹1.0 L
Closing Date
23 Jun 2026, 3:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
O/o Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 9, New Delhi-110002
Restoration of damaged features like road, footpath, drain, chambers etc cut by Delhi Jal Board at Mall Road from Timarpur Red Light to University Road under Sub Division-2 of Division C and ND-R dg. 2026-27.
2026_PWD_293606_1
50/EE/C and ND-R/PWD/2026-27
Open Tender
Civil Works - Roads
60 days
Sub. Division-2
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.0 L
16 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
23 Jun 2026
16 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 | Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | - | - | - |
| 0.0 | All kinds of soil. | 98 | Cum | 260.3 | ₹25,509.4 |
| 0.0 | Excavating 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 : | - | - | - | - |
| 0.0 | All kinds of soil
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. | 200 | Mtr | 549.75 | ₹1,09,950 |
| 0.0 | 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; 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: | - | - | - | - |
| 0.0 | Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 115 | Cum | 8,835.15 | ₹10,16,042.25 |
| 0.0 | Concrete of M-25 grade with minimum cement content of 300 kg /cum | 40 | Cum | 9,439.05 | ₹3,77,562 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | - | - | - | - |
| 0.9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 300 | Kg | 107.85 | ₹32,355 |
| 0.0 | Providing 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 | - | - | - | - |
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