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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.5 LAdmitted-Finance GROUND FLOOR H NO 15 MAIN ROAD VILLAGE AUCHANDI NEW DELHI 110039 | NORTH DELHI | DELHI | 110039 | -20.20% | ₹30.5 L | L1 | Admitted-Finance |
| 2 | L2₹30.7 L+₹19,138.05 (0.63%)Admitted-Finance | -19.70% | ₹30.7 L+₹19,138.05 (0.63%) | L2 | Admitted-Finance |
| 3 | L3₹36.0 L+₹5.5 L (18.0%)Admitted-Finance | -5.86% | ₹36.0 L+₹5.5 L (18.0%) | L3 | Admitted-Finance |
| 4 | L4₹36.2 L+₹5.6 L (18.4%)Admitted-Finance | -5.52% | ₹36.2 L+₹5.6 L (18.4%) | L4 | Admitted-Finance |
Tender Value
₹38.3 L
EMD Value
₹76,552
Closing Date
15 Jul 2026, 3:00 pmClosed
EE,HCD-6,DDA
EE,HCD-6,DDA
Construction of Equipment room/Site office and Toilet Block in park Behind Housing Pkt. 11A and 11B, Sector-23, Rohini.
2026_DDA_916363_1
12/EE/HCD-6/DDA/2026-27
Open Tender
Civil Works
Works
90 days
ROHINI
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹76,552
21 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
15 Jul 2026
8 Jul 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 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. | - | cum | 260.3 | - |
| - | 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 and for all lift | - | cum | 196 | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 2,123.75 | - |
| - | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | litre | 234.75 | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)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 | - |
| - | 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 | 7,878.5 | - |
| - | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). | - | sqm | 410.85 | - |
| - | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | - | sqm | 146.15 | - |
| - | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 | - | sqm | 166.2 | - |
| - | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | - | sqm | 749.3 | - |
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