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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | -36.99% | ₹16.6 L | L1 | Admitted-Finance |
| 2 | L2₹19.0 LAdmitted-Finance | -27.88% | ₹19.0 L | L2 | Admitted-Finance |
Tender Value
₹26.3 L
EMD Value
₹52,621
Closing Date
30 Apr 2026, 3:00 pmClosed
EE,RMD-8,ROHINI ZONE,DDA
EE,RMD-8,ROHINI ZONE,DDA
Repair of damaged boundary walls, footpath and side slopes of water body at Kh. No. 58/8, 13 of village Qutubgarh.
2026_DDA_905551_1
28/EE/RMD-8/DDA/2026-27
Open Tender
Civil Works
90 days
Rohini
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹52,621
15 May 2026
23 Apr 2026
1 May 2026
23 Apr 2026
30 Apr 2026
23 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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. | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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 derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, ressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars | 1 | kg | - | - | BI01010001010000000000000515BI0100001119 |
| 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | 12 mm cement plaster of mix :
1:6 (1 cement: 6 Coarse sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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