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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance H NO F 479 MADIPUR NEW DELHI 110063 | WEST DELHI | DELHI | 110063 | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 L+₹7,337.50 (2.46%)Admitted-Finance 464 10 RAMPURA DELHI 110035 | NORTH WEST DELHI | DELHI | 110035 | ₹3.1 L+₹7,337.50 (2.46%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P.K ENGINEERS L1 | M/s Vashishth Associates L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of Outdoor/Open Gym Equipment of approved make and design including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead. | 6 | Each | 1,000 ₹6,000 Lowest | 1,000 ₹6,000 Lowest |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer – in–charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix). | 20 | Cum | 2,000 ₹40,000 | 1,500 ₹30,000 Lowest |
| 3.00 | 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. | 75 | Cum | 250 ₹18,750 Lowest | 500 ₹37,500 |
| 4.00 | 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. | 67.5 | Cum | 45 ₹3,037.5 Lowest | 250 ₹16,875 |
| 5.00 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | 7.5 | Sqm | 300 ₹2,250 Lowest | 2,000 ₹15,000 |
| 6.00 | 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 40 mm nominal size derived from natural sources). | 1 | Cum | 7,800 ₹7,800 | 5,500 ₹5,500 Lowest |
| 7.00 | 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 15 | Cum | 9,000 ₹1,35,000 | 5,900 ₹88,500 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide. | 40 | Mtr. | 300 ₹12,000 Lowest | 500 ₹20,000 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 548.11 | Kg | 100 ₹54,811 Lowest | 100 ₹54,811 Lowest |
| 10.00 | Providing and laying tiles on RCC surface with SBR-modified tile adhesive including surface preparation and bonding slurry. | 20 | Ltr. | 500 ₹10,000 Lowest | 990 ₹19,800 |
Tender Value
₹3.1 L
EMD Value
₹6,134
Closing Date
29 Jul 2026, 3:00 pmClosed
Resident Engineer (HNSC)
Hari Nagar Sports Complex, DDA
Repairing of open gym floor at HNSC.
2026_DDA_916337_1
NIQ No. 02/HNSC/DDA/2026-27
Open Tender
Civil Works
Works
20 days
Hari Nagar Sports Complex, DDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6,134
1 Sept 2026
7 Jul 2026
30 Jul 2026
7 Jul 2026
29 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Outdoor/Open Gym Equipment of approved make and design including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead. | 6 | Each | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer – in–charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix). | 20 | Cum | - | - |
| 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. | 75 | Cum | - | - |
| 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 and for all lift. | 67.5 | Cum | - | - |
| 5 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | 7.5 | Sqm | - | - |
| 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 40 mm nominal size derived from natural sources). | 1 | Cum | - | - |
| 7 | 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 15 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide. | 40 | Mtr. | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 548.11 | Kg | - | - |
| 10 | Providing and laying tiles on RCC surface with SBR-modified tile adhesive including surface preparation and bonding slurry. | 20 | Ltr. | - | - |
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