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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹1.4 Cr+₹5.8 L (4.48%)Accepted-Finance | ₹1.4 Cr+₹5.8 L (4.48%) | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹1.5 Cr+₹19.6 L (15.1%)Accepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA | ₹1.5 Cr+₹19.6 L (15.1%) | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹1.5 Cr+₹22.9 L (17.6%)Accepted-Finance | ₹1.5 Cr+₹22.9 L (17.6%) | 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
₹2.0 Cr
EMD Value
₹4.1 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
Comprehensive Repair and maintenance of various roads under Sub-Division R-13 of Division SER-1, PWD During 2026-27. (SH- Repair of footpath at various locations of Ring Road, BP Marg, Manokamna Mandir Road) (Balance work).
2026_PWD_293472_1
37/EE/PWD/SER-1/2026-27
Open Tender
Civil Works
Percentage
180 days
Assistant Engineer, SER-13
As per NIT
14 documents required · 14 mandatory
₹0
₹4.1 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 | 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 661 | cum | 260.3 | ₹1,72,058.3 |
| 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 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. | - | - | - | - |
| 0.0 | All works up to plinth level:
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 58 | cum | 8,479.5 | ₹4,91,811 |
| 0.0 | All works up to plinth level: Concrete of M25 grade with minimum cement content of 300 kg /cum | 319 | cum | 9,083.4 | ₹28,97,604.6 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,023 | sqm | 842.5 | ₹8,61,877.5 |
| 0.0 | Suspended floors, roofs, landings, balconies and access platform | 905 | sqm | 927.25 | ₹8,39,161.25 |
| 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. | 8,170 | Kg | 107.85 | ₹8,81,134.5 |
| 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 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, 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)
All works up to plinth level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 49 | cum | 9,149.1 | ₹4,48,305.9 |
| 0.0 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 318 | cum | 7,132.25 | ₹22,68,055.5 |
| 0.0 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes | 7,782 | kg | 194.4 | ₹15,12,820.8 |
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