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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹91.6 LAccepted-Finance | ₹91.6 L | L-1 | Accepted-Finance 1st lowest bidder. |
| 2 | L-2₹95.0 L+₹3.3 L (3.65%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | ₹95.0 L+₹3.3 L (3.65%) | L-2 | Accepted-Finance 2nd lowest bidder. |
| 3 | L-3₹95.1 L+₹3.4 L (3.75%)Accepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹95.1 L+₹3.4 L (3.75%) | L-3 | Accepted-Finance 3rd lowest bidder. |
| 4 | L-4₹1.1 Cr+₹22.6 L (24.7%)Accepted-Finance | ₹1.1 Cr+₹22.6 L (24.7%) | L-4 | Accepted-Finance 4th lowest bidder. |
| 5 | L-5₹1.3 Cr+₹36.1 L (39.3%)Accepted-Finance | ₹1.3 Cr+₹36.1 L (39.3%) | L-5 | Accepted-Finance 5th lowest bidder. |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
7 Jul 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
Restoration of road cut by Delhi Jal Board for laying Sewer pipe line on Swaroop Nagar Road. under Sub Division-I of Division C and ND-Roads (M-413), New Delhi.
2026_PWD_294598_1
15/SE/C and ND/PWD/2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Sub. Division-1
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹2.7 L
13 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
7 Jul 2026
30 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 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 | 1,401 | Cum | 177.5 | ₹2,48,677.5 |
| 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. | - | - | - | - |
| 0.0 | All works up to plinth level:
Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 104 | Cum | 8,835.15 | ₹9,18,855.6 |
| 0.0 | Concrete of M-25 grade with minimum cement content of 300 kg/cum. | 104 | Cum | 9,439.05 | ₹9,81,661.2 |
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | - | - | - |
| 0.0 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 68 | Cum | 2,434.25 | ₹1,65,529 |
| 0.0 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: | - | - | - | - |
| 0.9 | bituminous road | 25 | Cum | 428.5 | ₹10,712.5 |
| 0.0 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | 166 | Each | 3,050.4 | ₹5,06,366.4 |
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