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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.7 LAccepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA | ₹36.7 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹38.3 LAccepted-Finance | ₹38.3 L | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹39.0 LAccepted-Finance | ₹39.0 L | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹40.1 LAccepted-Finance | ₹40.1 L | L-4 | Accepted-Finance Accepted |
| 5 | L-5₹40.1 LAccepted-Finance | ₹40.1 L | L-5 | Accepted-Finance Accepted |
Tender Value
₹71.5 L
EMD Value
₹1.4 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
(SH - repair of damaged water harvesting tank at BRT road near Blind School, fixing of Gate at entry /exit point of Cross road C2, Lodhi colony, cleaning and repair work at Kushak nala pimp house and cross road service lane, and other misc. work).
2026_PWD_289348_1
109/EE/PWD/SER-1/2025-26
Open Tender
Civil Works
60 days
Assistant Engineer, SER-14
As per NIT
11 documents required · 11 mandatory
₹0
₹1.4 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 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 upto 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 :
Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm. | - | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Demolishing brick work 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..
In cement mortar | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | 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 and durability; including laying at site, 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. :
All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | - | Cum | - | - | 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 and durability; including laying at site, 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. :
All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - | BI01010001010000000000000515BI0100001118 |
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