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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -42.30% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹24.7 L (15.8%)Admitted-Finance | -33.19% | ₹1.8 Cr+₹24.7 L (15.8%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹59.7 L (38.2%)Admitted-Finance | -20.25% | ₹2.2 Cr+₹59.7 L (38.2%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹80.3 L (51.3%)Admitted-Finance | -12.68% | ₹2.4 Cr+₹80.3 L (51.3%) | L4 | Admitted-Finance |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
15 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD II I AND FC DEPTT GNCTD
EXECUTIVE ENGINEER CD II I AND FC DEPTT GNCTD MANOHAR PARK EAST PUNJABI BAGH DELHI
Remodelling of Tanga Stand Store drain near Hanuman Mandir in Chandni Chowk AC 20 for the year 2025 2026
2026_IFC_289699_1
EE/CD-II/ACS/W-07/2026-27
Open Tender
Civil Works
Works
90 days
EXECUTIVE ENGINEER CD NO II I AND FC DEPTT GNCTD
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹5.4 L
17 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
15 Apr 2026
8 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 |
|---|---|---|---|---|---|
| - | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. | - | cum | - | - |
| - | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | - | cum | - | - |
| - | Earth work in excavation (desilting) 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | - | cum | - | - |
| - | Extra rates for quantities of works, executed : In or under foul position, including pumping out water as metre required (depth measured from the sub soil water level upto the centre of gravity = 0.5m) | - | mtr depth | - | - |
| - | 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 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.All works upto plinth level :Concrete of M10 grade with minimum cement content of 220 kg /cum | - | cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| 0.0 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarseaggregate 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 contentin 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 cementConcrete of M35 grade with minimum cement content of 370 kg /cum cum | - | Cum | - | - |
| 0.0 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregateand 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. | - | Cum | - | - |
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