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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance | +14.98% | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.1 Cr+₹13.8 L (2.80%)Admitted-Finance | +18.20% | ₹5.1 Cr+₹13.8 L (2.80%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical N A | NA | NA | 121004 | - | - | - | Rejected-Technical Technicaly not qualified |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
28 Apr 2026, 3:00 pmClosed
Dy. CGM(Civil) Delhi Transport Corporation
Delhi Transport Corporation, H.Q. I. P. Estate, New Delhi
Construction of Permanent Administrative Block Building at DTC Subhash Place Bus Depot.
2026_DTC_290122_1
DTC/Dy.CGM (Civil) /2026-27/03
Open Tender
Composite Works
Works
270 days
As per tender document
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹8.6 L
14 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
28 Apr 2026
21 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 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil | |||||
| 2Earth 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. | |||||
| 3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m 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 : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | |||||
| 4Supplying and stacking at site Good Earth | |||||
| 5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m | |||||
| 6Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materialsAll kinds of soil | |||||
| 7Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | |||||
| 8Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | |||||
| 9Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | |||||
| 101:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | |||||
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BOQ_385155.xls
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