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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.1 LAdmitted-Finance | -44.15% | ₹28.1 L | L1 | Admitted-Finance |
| 2 | L2₹29.7 L+₹1.6 L (5.85%)Admitted-Finance | -40.88% | ₹29.7 L+₹1.6 L (5.85%) | L2 | Admitted-Finance |
| 3 | L3₹31.7 L+₹3.6 L (12.7%)Admitted-Finance | -37.06% | ₹31.7 L+₹3.6 L (12.7%) | L3 | Admitted-Finance |
| 4 | L4₹32.7 L+₹4.6 L (16.4%)Admitted-Finance | -35.00% | ₹32.7 L+₹4.6 L (16.4%) | L4 | Admitted-Finance |
Tender Value
₹50.3 L
EMD Value
₹1.0 L
Closing Date
18 Jun 2026, 3:00 pmClosed
EE,RMD-8,ROHINI ZONE,DDAEE,RMD-8,ROHINI ZONE,DDA
EE,RMD-8,ROHINI ZONE,DDA
Re-Development and beautification of water body at kh. No. 36/10/1 in Budhanpur Mazra
2026_DDA_912613_1
39/EE/RMD-8/DDA/2026-27
Open Tender
Civil Works
Works
90 days
Rohini
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.0 L
25 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 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 14.90 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 as directed by Engineer-in-Charge. | - | sqm | 8.8 | - |
| 2 | Engaging Hydraulic excavator for various works at site including but not exclusive of clearing jungle, uprooting of rank and heavy vegetation, grass, brush wood, trees, saplings, removal of rubbish/ malba, dressing the ground, excavating earth, etc. complete as per direction of Engineer-in-charge. The rate is inclusive of driver, fuel, lubricants, etc. for 8 hours shift and noting extra shall be payable. | - | day | 11,167.7 | - |
| 3 | 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 | 177.5 | - |
| 4 | Disposal of excavated earth by mechanical transport upto a lead of 1km beyond 50m initial lead including loading, unloading and stacking completre as per direction of Engineer-in-Charge | - | cum | 217.55 | - |
| 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 | - | cum | 2,060.2 | - |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead | - | sqm | 54.65 | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the 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 | 6,518.6 | - |
| 8 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | 972 | - |
| 9 | Providing and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | 829.75 | - |
| 10 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | - | cum | 10,117.6 | - |
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