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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-Finance | ₹2.7 Cr | 1 | Accepted-Finance ACCEPT |
| 2 | 2₹2.8 CrAccepted-Finance | ₹2.8 Cr | 2 | Accepted-Finance ACCEPT |
| 3 | 3₹3.3 CrAccepted-Finance | ₹3.3 Cr | 3 | Accepted-Finance ACCEPT |
| 4 | 4₹3.5 CrAccepted-Finance | ₹3.5 Cr | 4 | Accepted-Finance ACCEPT |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
15 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD II I AND FC DEPTT GNCTD
EXECUTIVE ENGINEER CD II I AND FC DEPTT GNCTD MANOHAR PARK EAST PUNJABI BAGH DELHI
Improvement Development of Cremation Ground at Saiyad Nangloi Samshan Ghat in Nangloi Jat Assembly Constituency AC 11
2026_IFC_289641_1
EE/CD-II/ACS/W-04/2026-27
Open Tender
Civil Works
150 days
EXECUTIVE ENGINEER CD NO II I AND FC DEPTT GNCTD
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹8.2 L
6 May 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 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 |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | - | Cubic Metre | - | - | |
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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All Kinds of soil. | - | Cubic Metre | - | - | |
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 letting 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 | - | Metre | - | - | |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc, in layers not exceeding 20cm. in depth; consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m | - | Cubic Metre | - | - | |
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials - All kinds of soil | - | Cubic Metre | - | - | |
Supplying an filling in plinth with Jamuna sand under floors including watering, ramming, consolidating and dressing complete | - | Cubic Metre | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:5:10 (1 Cement : manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) | - | Cubic Metre | - | - | |
8.Centering and shuttering including strutting, propping etc. and removal of form for:
8.1 Foundations, footings, bases of columns etc. for mass concrete. | - | Square Metre | - | - | |
| 0.9 | 8.2 Suspended floors, roofs, landing, balconies and access platform. | - | Square Metre | - | - |
| 0.0 | 8.3 Lintels, beams, plinth beams, girders, brussumers and cantilevers. | - | Square Metre | - | - |
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