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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-Finance | ₹2.9 Cr | 1 | Accepted-Finance Accepted |
| 2 | 2₹2.9 CrAccepted-Finance | ₹2.9 Cr | 2 | Accepted-Finance Accepted |
| 3 | 3₹3.2 CrAccepted-Finance | ₹3.2 Cr | 3 | Accepted-Finance Accepted |
| 4 | 4₹3.2 CrAccepted-Finance | ₹3.2 Cr | 4 | Accepted-Finance Accepted |
| 5 | 5₹3.9 CrAccepted-Finance | ₹3.9 Cr | 5 | Accepted-Finance Accepted |
Tender Value
₹3.8 Cr
EMD Value
₹7.7 L
Closing Date
27 Jul 2026, 3:00 pmClosed
Executive Engineer, CD-XV
EE CD-XV Bharat Nagar Office Complex Delhi-52
Demolishing the existing single lane bridge and Construction of Double Lane Bridge over Dry Munak Canal near Haiderpur Village in Shalimar Bagh AC-14.
2026_IFC_295703_1
EE/CD-XV/ACS-19/2026-27
Open Tender
Civil Works - Bridges
Works
300 days
Near Haiderpur Village in Shalimar Bagh
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹7.7 L
29 Jul 2026
22 Jul 2026
27 Jul 2026
22 Jul 2026
27 Jul 2026
22 Jul 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 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,635 | Cum | 260.87 | ₹4,26,522.45 |
| 1.01 | Extra for Ist lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. | 139 | Cum | 127.08 | ₹17,664.12 |
| 1.02 | Extra for IInd lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. | 106 | Cum | 127.08 | ₹13,470.48 |
| 2Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass concrete | 100 | Sqm | 393.01 | ₹39,301 |
| 2.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 237 | Sqm | 963.41 | ₹2,28,328.17 |
| 2.03 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) | 128 | Sqm | 385.14 | ₹49,297.92 |
| 2.04 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 499 | Sqm | 844.35 | ₹4,21,330.65 |
| 2.05 | Suspended floors, roofs, landings, balconies and access platform | 280 | Sqm | 929.28 | ₹2,60,198.4 |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified 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 M10 grade with minimum cement content of 220 kg /cum | 33 | Cum | 8,854.5 | ₹2,92,198.5 |
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