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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹73.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹85.4 L+₹11.6 L (15.6%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹86.4 L+₹12.5 L (16.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹94.8 L+₹20.9 L (28.3%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹97.1 L
EMD Value
₹1.9 L
Closing Date
14 Oct 2026, 3:00 pmClosed
Executive Engineer, Civil Division-X
Executive Engineer, Civil Division-X
Demolition Of Existing Deteriorated Culvert Multi-Barrel Pipe Culvert and Construction of RCC Box Culvert Across Tughlakabad Drain in Replacement of Existing Culvert.
2026_IFC_299677_1
EE/CD-X/2026-27/72
Open Tender
Civil Works
Works
180 days
Tughlakabad
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.9 L
16 Oct 2026
8 Oct 2026
14 Oct 2026
8 Oct 2026
14 Oct 2026
8 Oct 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 |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,000 | Sqm | 17.64 | ₹70,560 |
| 2 | Disposal 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. | 2,400 | Cum | 264.53 | ₹6,34,872 |
| 3 | Construction of coffer dam made of earth and protected with earth filled gunny bags/ HDPE bags placed on eiter side slope of coffer dam of suitable dimension as per requirement at site of work to whist and the pressure of standing/flowing water of the drain in order to keep the working area free from incoming water/water coming through any broken water mains and subsequent removal upon completion of work upto DBL of the drain to the satisfaction of the Engineer-in-charge. | 50 | Mtr | 19,562.9 | ₹9,78,145 |
| 4 | 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) | 11 | cum | 2,439.58 | ₹26,835.38 |
| 5 | 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. | 48 | Cum | 3,559.03 | ₹1,70,833.44 |
| 6 | Earth 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 excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 344 | cum | 177.89 | ₹61,194.16 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 172 | cum | 196.43 | ₹33,785.96 |
| 8 | 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 29 | cum | 7,895.75 | ₹2,28,976.75 |
| 9 | 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 1S: 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 content in 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 cement.Concrete of M30 grade with minimum cement content of 350 kg /cum | 165 | Cum | 9,676.85 | ₹15,96,680.25 |
| 10.01 | Centring and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns etc. for mass concrete. | 49 | sqm | 393.01 | ₹19,257.49 |
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