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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Finance | -2.32% | ₹6.6 L | L1 | Admitted-Finance |
| 2 | L2₹7.1 L+₹50,959.93 (7.73%)Admitted-Finance BAL VIDYA MODEL SCHOOL H NO 45 KH NO 74 19 BLOCK H LAXMI PARK NANGLOI NEW DELHI 110041 | WEST DELHI | DELHI | 110041 | +5.23% | ₹7.1 L+₹50,959.93 (7.73%) | L2 | Admitted-Finance |
Tender Value
₹6.7 L
EMD Value
₹13,499
Closing Date
2 Jul 2026, 3:00 pmClosed
EE,HCD-5,DDA
EE,HCD-5,DDA
Upgradation of existing entrance gates at NHP Block-HU Pitampura
2026_DDA_913392_1
07/EE/HCD-5/DDA/2026-27
Open Tender
Civil Works
Works
60 days
LAWRENCE ROAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹13,499
13 Jul 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
2 Jul 2026
17 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 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge | - | cum | 3,551.25 | - |
| 2 | 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.
(a) In cement mortar | - | cum | 2,060.2 | - |
| 3 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | - | sqm | 266.45 | - |
| 4 | Taking out of M.S grill/gate/wicket gate including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead.(dismentling of c.c blocks paid separately) . | - | each | 10.45 | - |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | 2,434.25 | - |
| 6 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
(a) All kind of soil | - | each | 27.5 | - |
| 7 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
(a) All kinds of soil. | - | cum | 260.3 | - |
| 8 | 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 | - |
| 9 | 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-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 6,518.6 | - |
| 10 | 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 :
(a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 9,045.75 | - |
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