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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.7 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹33.7 L | L-1 | Accepted-Finance 1st lowest bidder. |
| 2 | L-2₹46.0 LAccepted-Finance | ₹46.0 L | L-2 | Accepted-Finance 2nd lowest bidder. |
| 3 | Not Admitted-Fee/PreQual/Technical KH NO 24 14 GF 5 5 SURENDER COLONY VILLAGE JHARODA MAJRA PHASE 3 LANDMARK NEAR JHARODA POLICE CHOWKI NORTH DELHI DELHI 110084 UDYAM DL 04 0012813 | CENTRAL DELHI | DELHI | 110084 | - | - | Not Admitted-Fee/PreQual/Technical Others-1. Uploaded copy of an affidavit regarding debarred/blacklisted not as per prescribed format B of NIT.
2. Scanned copy of Letter of Transmittal not uploaded.
3. Scanned copy of Affidavit not uploaded as per Format D Page no. 29 of NIT. |
Tender Value
₹51.6 L
EMD Value
₹1.0 L
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer
O/o Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 9, New Delhi-110002
Construction of drainage system from Dhaka Red Light to Parmanand Red Light on Burari Road under Sub Division-1 C and ND-Road Division. (Balance work) RECALL
2026_PWD_290728_1
17/EE/C and ND-R/PWD/2026-27
Open Tender
Civil Works
60 days
Sub. Division-1
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.0 L
12 May 2026
2 May 2026
11 May 2026
2 May 2026
11 May 2026
2 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 |
|---|---|---|---|---|---|
| 0.0 | 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 lift up to 1.5m,as directed by Engineer-in-Charge. | - | - | - | - |
| 0.0 | All kinds of soil | 666 | Cum | 177.55 | ₹1,18,248.3 |
| 0.0 | 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 m and lift up to 1.5 m. | 200 | Cum | 196 | ₹39,200 |
| 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 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 42 | Cum | 8,835.15 | ₹3,71,076.3 |
| 0.0 | Concrete of M25 grade with minimum cement content of 300 kg /cum | 26 | Sqm | 9,439.05 | ₹2,45,415.3 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 260 | Sqm | 927.25 | ₹2,41,085 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls. Under 20 cm wide | 520 | Mtr. | 208.55 | ₹1,08,446 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 10,050 | Kg | 107.85 | ₹10,83,892.5 |
| 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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