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Tender Value
₹38.2 L
EMD Value
₹76,392
Closing Date
30 Jun 2026, 3:00 pmDue tomorrow
Similar tender results from the same govt authority in the past 3 years.
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
A/R AND M/O VARIOUS ROADS PWD DIVISION NORTH WEST ROAD-1 DURING 2026-27 (SH CONSTRUCTION OF REMAINING RCC DRAINAGE SYSTEM AT PRATAP NAGAR MAIN ROAD FROM GALI NO. 3 TO METRO PARKING GATE UNDER SUB-DIVISION NWR-13
2026_PWD_294175_1
24/EE/NWR-1/PWD/2026-27
Open Tender
Civil Works - Roads
60 days
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
A/R AND M/O VARIOUS ROADS PWD DIVISION NORTH WEST ROAD-1 DURING 2026-27 (SH CONSTRUCTION OF REMAINING RCC DRAINAGE SYSTEM AT PRATAP NAGAR MAIN ROAD FROM GALI NO. 3 TO METRO PARKING GATE UNDER SUB-DIVISION NWR-13
18 documents required · 18 mandatory
₹0
₹76,392
23 Jun 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
30 Jun 2026
23 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 |
|---|---|---|---|---|---|
| 1Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 2Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 3Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 4Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : (a) Above 150 mm diameter | |||||
| 5Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge. (a) All kinds of soil | |||||
| 6Filling 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. | |||||
| 7 | 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; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: In case the cement content in design mix is more than 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 :
(a) Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | 1 | - |
| 8Providing 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 Cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength 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: In case the cement content in design mix is more than 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 up to plinth level. (a) Concrete of M-25 grade with minimum cement content of 330 kg /cum. | |||||
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | 1 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
(a)Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 1 | - |
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