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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 CrAccepted-Finance | ₹2.2 Cr | 1 | Accepted-Finance ACCEPT |
| 2 | 2₹2.3 CrAccepted-Finance | ₹2.3 Cr | 2 | Accepted-Finance ACCEPT |
| 3 | 3₹2.4 CrAccepted-Finance V 1 49 BUDH VIHAR PHASE 1 DELHI 110099 | NORTH WEST | DELHI | 110099 | ₹2.4 Cr | 3 | Accepted-Finance ACCEPT |
| 4 | 4₹2.4 CrAccepted-Finance | ₹2.4 Cr | 4 | Accepted-Finance ACCEPT |
| 5 | 5₹2.5 CrAccepted-Finance | ₹2.5 Cr | 5 | Accepted-Finance ACCEPT |
Tender Value
₹3.5 Cr
EMD Value
₹6.9 L
Closing Date
21 May 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
Remodelling of Metcalf House drain along with Construction of Guard wall on the both banks
2026_IFC_291340_1
EE/CD-II/ACS/W-12/2026-27
Open Tender
Civil Works
90 days
EXECUTIVE ENGINEER CD NO II I AND FC DEPTT GNCTD
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹6.9 L
22 May 2026
14 May 2026
21 May 2026
14 May 2026
21 May 2026
14 May 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 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. In cement mortar | 1,047 | cum | 2,060.2 | ₹21,57,029.4 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m 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 50m. All kinds of soil. | 1,470 | cum | 260.3 | ₹3,82,641 |
| 3 | 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) | 294 | cum | 6,812 | ₹20,02,728 |
| 4 | Brick work in foundation & plinth with non modular bricks. Cement mortar 1:4 (1 cement : 4 coarse sand) | 198 | cum | 7,370.65 | ₹14,59,388.7 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) | 29 | cum | 9,344.35 | ₹2,70,986.15 |
| 6 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) | 1,500 | Sqm | 347.05 | ₹5,20,575 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 966 | cum | 9,504.75 | ₹91,81,588.5 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts | 3,450 | Sqm | 961.3 | ₹33,16,485 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | 230 | Sqm | 392.15 | ₹90,194.5 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars | 1,13,747 | KG | 107.85 | ₹1,22,67,613.95 |
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