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Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
29 Jun 2026, 3:00 pmDue tomorrow
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, NBD (M-322), PWD, Delhi
Executive Engineer, NBD (M-322), PWD, Kashmiri Gate, Delhi
Construction of back side retaining wall /boundary wall, basket ball court, badminton court, kids play area, path way, carriage way etc, 2nd phase work for Atal Asha Home MCD Building Narela, Delhi - 110040).
2026_PWD_293487_1
18/EE/NBD/PWD/2026-27
Open Tender
Civil Works
180 days
Atal Asha Home MCD Building Narela
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹14.4 L
Yes
15 Jun 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
29 Jun 2026
15 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 | 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 | 3,062.5 | cum | 177.5 | ₹5,43,593.75 |
| 2 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 300 | metre | 352.15 | ₹1,05,645 |
| 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 lif. | 1,837.5 | cum | 196 | ₹3,60,150 |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 7,221.4 | cum | 700.5 | ₹50,58,590.7 |
| 5 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 1,750 | cum | 126.8 | ₹2,21,900 |
| 6 | 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. All kinds of soil | 400 | each | 82.45 | ₹32,980 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 163.39 | cum | 8,340.85 | ₹13,62,811.48 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 387.28 | cum | 6,518.6 | ₹25,24,523.41 |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 31.5 | cum | 10,357.55 | ₹3,26,262.82 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 346 | sqm | 392.15 | ₹1,35,683.9 |
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