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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.9 LAdmitted-Finance | -40.51% | ₹81.9 L | L1 | Admitted-Finance |
| 2 | L2₹91.8 LAdmitted-Finance | -33.25% | ₹91.8 L | L2 | Admitted-Finance |
| 3 | L3₹92.3 LAdmitted-Finance | -32.90% | ₹92.3 L | L3 | Admitted-Finance |
| 4 | L4₹95.8 LAdmitted-Finance | -30.35% | ₹95.8 L | L4 | Admitted-Finance |
| 5 | L5₹1.0 CrAdmitted-Finance | -25.77% | ₹1.0 Cr | L5 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
7 Apr 2026, 3:00 pmClosed
Executive Engineer
EE/HCD-9/DDA
Annual maintenance of infrastructure at Baansera, Sarai kale Khan
2026_DDA_903325_1
53 /EE/HCD-9/DDA/2025-26
Open Tender
Civil Works
365 days
As Per NIT
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹2.8 L
29 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 2026
7 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 1 | 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 excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | - | cum | - | - |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1 | cum | - | - |
| 3 | Excavating trenches by mechanical/ manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms for all depth, 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 | - | metre | 1 | - |
| 4 | 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 m and lift upto 1.5 m. | - | cum | - | - |
| 5 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m All kinds of soil | - | sqm | 1 | - |
| 6 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil | - | each | - | - |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | - | cum | 1 | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | 1 | ₹1 |
| 9 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 10 | 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
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