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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹1.5 Cr+₹5.5 L (3.72%)Accepted-Finance | ₹1.5 Cr+₹5.5 L (3.72%) | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹1.5 Cr+₹7.2 L (4.85%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | ₹1.5 Cr+₹7.2 L (4.85%) | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹1.8 Cr+₹28.1 L (19.0%)Accepted-Finance | ₹1.8 Cr+₹28.1 L (19.0%) | L-4 | Accepted-Finance Accepted |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Receipt of EMD not uploaded. Hence rejected |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer, PWD, SER-1, New Delhi
O/o Executive Engineer, PWD, SER-1, New Delhi-110065
(SH - Construction/ Repair of all components i.e Footpath, Drain, Central verge, MS Railling/Grill etc. of roads except Re-carpeting main carriageway under Sub Division SER-11, Division South East Road-1, PWD ) (Balance work).
2026_PWD_293474_1
38/EE/PWD/SER-1/2026-27
Open Tender
Civil Works
Percentage
180 days
Assistant Engineer, SER-11
As per NIT
14 documents required · 14 mandatory
₹0
₹4.9 L
1 Jul 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
24 Jun 2026
15 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 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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.
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 200 | Mtr | 215.6 | ₹43,120 |
| 0.0 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
All kinds of soil. | 58 | Each | 27.5 | ₹1,595 |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | 7 | cum | 7,878.5 | ₹55,149.5 |
| 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 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 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. | - | - | - | - |
| 0.9 | All works up to plinth level:
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 348 | cum | 8,479.5 | ₹29,50,866 |
| 0.0 | All works up to plinth level: Concrete of M25 grade with minimum cement content of 300 kg /cum | 215 | cum | 9,083.4 | ₹19,52,931 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: | - | - | - | - |
| 0.9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 477 | sqm | 842.5 | ₹4,01,872.5 |
| 0.0 | Suspended floors, roofs, landings, balconies and access platform | 288 | sqm | 927.25 | ₹2,67,048 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 10,400 | Kg | 107.85 | ₹11,21,640 |
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