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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -0.35% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹25.4 L (9.43%)Admitted-Finance | +9.05% | ₹3.0 Cr+₹25.4 L (9.43%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technicaly not qualified |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
23 Sept 2026, 3:00 pmClosed
Dy. CGM(Civil) Delhi Transport Corporation
Delhi Transport Corporation, H.Q. I. P. Estate, New Delhi.
Re Construction of Boundary wall including fabrication of Accidental Shed at DTC Dichaon Kalan Depot.
2026_DTC_298502_1
DTC/Dy. CGM (Civil)/2026-27/25
Open Tender
Civil Works
Works
90 days
As per tender document
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹5.4 L
24 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 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. | 100 | sq.mtr | 17.6 | ₹1,760 |
| 2 | 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 upto 50 m and lift upto 1.5 m. | 100 | cum | 196 | ₹19,600 |
| 3 | Supplying and stacking at site. Good earth | 100 | cum | 775.5 | ₹77,550 |
| 4 | 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 | 420 | cum | 260.3 | ₹1,09,326 |
| 5 | 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 | 130 | cum | 2,060.2 | ₹2,67,826 |
| 6 | 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 | 25 | cum | 9,045.75 | ₹2,26,143.75 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 10 | cum | 10,852.95 | ₹1,08,529.5 |
| 8 | 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. | 14,000 | kg | 107.85 | ₹15,09,900 |
| 9 | 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-500D or more. | 2,400 | kg | 107.85 | ₹2,58,840 |
| 10 | 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; 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 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. 5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum | 80 | cum | 9,504.75 | ₹7,60,380 |
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