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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹38.1 LAccepted-Finance | ₹38.1 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹39.5 LAccepted-Finance | ₹39.5 L | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹43.7 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | GURUGRAM | HARYANA | 122001 | ₹43.7 L | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹45.9 LAccepted-Finance 1 206 SHOP NO 71 MANDIR MARKET SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | ₹45.9 L | L-4 | Accepted-Finance Accepted |
| 5 | L-5₹46.4 LAccepted-Finance | ₹46.4 L | L-5 | Accepted-Finance Accepted |
Tender Value
₹84.1 L
EMD Value
₹1.7 L
Closing Date
2 Apr 2026, 3:00 pmClosed
Executive Engineer, PWD, SER-1, New Delhi
O/o Executive Engineer, PWD, SER-1, New Delhi-110065
Comprehensive maintenance of various roads under PWD Division South East Road-1 during 2025-26. (SH- Improvement of drainage system at Kalka Devi Marg, Sapna Cinema Road and Captain Gaur Marg Road under jurisdiction of Sub Division SER-11).
2026_PWD_289342_1
106/EE/PWD/SER-1/2025-26
Open Tender
Civil Works
60 days
Assistant Engineer, SER-11
As per NIT
11 documents required · 11 mandatory
₹0
₹1.7 L
6 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 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.
All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 :
All kinds of soil | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | - | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 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 and for all lift. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 up to 10% of the minimum specified cement contet 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: | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 0.9 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
Thermo-Mechanically Treated bars of grade Fe-500 D or more. | - | Kg | - | - | BI01010001010000000000000515BI0100001118 |
| 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.
All works up to plinth level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
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