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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 LAccepted-Finance | ₹29.2 L | L1 | Accepted-Finance OK |
| 2 | L2₹29.9 LAccepted-Finance | ₹29.9 L | L2 | Accepted-Finance OK |
| 3 | L3₹30.1 LAccepted-Finance DERA TALCHER TALCHER TALCHER ANGUL ODISHA 759107 UDYAM OD 01 0005879 | ANUGUL | ODISHA | 759107 | ₹30.1 L | L3 | Accepted-Finance OK |
| 4 | L4₹31.0 LAccepted-Finance | ₹31.0 L | L4 | Accepted-Finance OK |
| 5 | L5₹31.8 LAccepted-Finance HOUSE NO 59 SECOND FLOOR MUNIRKA VILLAGE NEW DELHI 67 | NEW DELHI | DELHI | 110067 | ₹31.8 L | L5 | Accepted-Finance OK |
Tender Value
₹59.7 L
EMD Value
₹1.2 L
Closing Date
30 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.
A/R and M/O to various roads under the jurisdiction of PWD Division SER-2/23 during 2026-27 (SH-Providing and fixing of new kerb stones in central verge in place of damaged kerb stones at Sant Nagar Chowk to Lala Lajpat Rai Marg and near Archana.....
2026_PWD_290280_1
07/EE/SER-II/PWD/2026-27
Open Tender
Civil Works - Roads
61 days
NEW DELHI
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹1.2 L
4 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 2Providing 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) | |||||
| 3Providing 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 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. | |||||
| 3.1 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - |
| 3.2 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - |
| 4Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 5Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | |||||
| 6Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | |||||
| 7Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 8Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
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