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Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
29 Aug 2026, 3:00 pm6d left
EE DPD-1 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DPD-1 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Rejuvenation (Phase-II) of Water Bodies of Bakkarwala 1no. ( Kh. No. 82), Baprola 2 nos. (Kh. Nos. 6/18//2, 6/17//2, 6/23//2, 6/24//3 and 23/17, 23/24, 23/25, 29/4),Kamruddin Nagar 1 no. (Kh. No. 38/1/2) and Mundka 1no. (Kh. No. 178/1), Zone-K1(DDA
2026_DDA_923391_1
09/EE/DPD-I/DDA/2026-27(Re-in)
Open Tender
Civil Works
Works
150 days
EE DPD-1 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹2.8 L
22 Aug 2026
22 Aug 2026
31 Aug 2026
22 Aug 2026
29 Aug 2026
22 Aug 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 | Temporary installation of diesel pump(s) set(s) having cumulative capacity of 24KL/H as per requirement and as per direction of Engineer-in-charge for dewatering of water body complete in all respect with cost of services of operating staff, Cost of lubricating oil, diesel, other consumables for running the machinery and disposal of water up to surface drain. | 671 | hrs | 853.95 | ₹5,73,000.45 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. | 526 | Cum | 177.5 | ₹93,365 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 211 | Cum | 196 | ₹41,356 |
| 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. | 1,748 | Cum | 700.5 | ₹12,24,474 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 98 | Cum | 5,205.25 | ₹5,10,114.5 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 89 | Cum | 6,189.65 | ₹5,50,878.85 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 38 | Cum | 7,878.5 | ₹2,99,383 |
| 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 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 34 | Cum | 8,340.85 | ₹2,83,588.9 |
| 9 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50mm nominal size 100mm (50mm each layer) deep with binding material consisting of 12.5mm moorum and 12.5mm red bajri consolidated with road roller. | 410 | sqm | 191.25 | ₹78,412.5 |
| 10 | Providing and laying at or near ground level C&D kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 55 | Cum | 7,389.69 | ₹4,06,432.95 |
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