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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Finance | -21.00% | ₹10.5 L | L1 | Admitted-Finance |
| 2 | L2₹11.9 LAdmitted-Finance | -9.99% | ₹11.9 L | L2 | Admitted-Finance |
| 3 | L3₹12.1 LAdmitted-Finance | -8.30% | ₹12.1 L | L3 | Admitted-Finance |
| 4 | L4₹12.6 LAdmitted-Finance | -5.00% | ₹12.6 L | L4 | Admitted-Finance |
| 5 | L5₹14.3 LAdmitted-Finance | +8.00% | ₹14.3 L | L5 | Admitted-Finance |
Tender Value
₹13.2 L
EMD Value
₹26,487
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
Construction of Pump House near Qudessia Bagh drain regulator
2026_IFC_289695_1
EE/CD-II/ACS/W-06/2026-27
Open Tender
Civil Works
60 days
EXECUTIVE ENGINEER CD NO II I AND FC DEPTT GNCTD
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹26,487
17 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
15 Apr 2026
8 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 |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 2Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 4(4) Centring and shuttering including strutting, propping etc. and removal of form for all heights. (4.1) Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 4.2 | Suspended floors, roofs, landings, balconies and access platform. | - | sqm | - | - |
| 4.3 | Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 4.4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | - | - |
| 4.5 | Edges of slabs and breaks in floors and walls Under 20 cm wide | - | Mtr | - | - |
| 5Providing 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor III level, excluding cost of centering, shuttering, finishing and reinforcement : 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) | |||||
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BOQ_384709.xls
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