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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹164.6 CrAccepted-Finance J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L-1 | Accepted-Finance 1st lowest bidder. | |
| 2 | L-2₹176.1 Cr+₹11.5 Cr (6.99%)Accepted-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | L-2 | Accepted-Finance 2nd lowest bidder. | |
| 3 | L-3₹187.4 Cr+₹22.9 Cr (13.9%)Accepted-Finance | L-3 | Accepted-Finance 3rd lowest bidder. | |
| 4 | L-4₹199.6 Cr+₹35.1 Cr (21.3%)Accepted-Finance 19 PARKDRIVE MALIBU TOWN SECTOR 47 SOHNA ROAD GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | L-4 | Accepted-Finance 4th lowest bidder. | |
| 5 | Not Admitted-Fee/PreQual/Technical 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005 | - | Not Admitted-Fee/PreQual/Technical Others-Not found technically qualified in performance of work criteria. |
Tender Value
₹143.1 Cr
EMD Value
₹1.5 Cr
Closing Date
14 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 09, New Delhi-110002
Strengthening of various roads under East Maintenance Zone, PWD during 2026-27.
2026_PWD_289333_1
30/NIT/CE/(East)M/PWD/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
C and ND-Roads Division (M-413)
Please refer Tender documents.
21 documents required · 21 mandatory
₹0
₹1.5 Cr
O/o Chief Engineer, East Zone (M), PWD
18 Jul 2026
27 Mar 2026
14 May 2026
27 Mar 2026
14 May 2026
27 Mar 2026
6 Apr 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 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 for all lift, as directed by Engineer-in-charge. | - | - | - | - |
| 0.0 | All kinds of soil | - | Cum | - | - |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | Cum | - | - |
| 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 ofconcrete.
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. | - | - | - | - |
| 0.0 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - |
| 0.0 | Concrete of M15 grade with minimum cement content of 240 kg /cum | - | Cum | - | - |
| 0.9 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - |
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | - | - | - |
| 0.9 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | - | Cum | - | - |
| 0.0 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | - | Cum | - | - |
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