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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAccepted-Finance | ₹7.8 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹8.2 CrAccepted-Finance | ₹8.2 Cr | L2 | Accepted-Finance Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.7 Cr
EMD Value
₹17.3 L
Closing Date
11 Jun 2026, 3:00 pmClosed
Executive Engineer, CD-XIII. I and FC Deptt.
Executive Engineer, CD-XIII, GNCTD, Basaidarapur office complex, New Delhi-110027
Demolition and Reconstruction of Two Lane Bridge at RD 50 m of Mungeshpur Drain in Delhi
2026_IFC_291693_1
EE/CD-XIII/Acs./2026-27/NIT No.13
Open Tender
Civil Works
Percentage
450 days
Mungeshpur Drain
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹17.3 L
16 Jun 2026
21 May 2026
11 Jun 2026
21 May 2026
11 Jun 2026
21 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 | Construction of coffer dam made of earth and protected with earth filled gunny bags/ HDPE bags placed on either side slope of coffer dam of suitable dimension as per requirement at site of work to withstand the pressure of standing/flowing water of the drain in order to keep the working area free from incoming water/water coming through any broken water mains and subsequent removal upon completion of work upto DBL of the drain to the satisfaction of the Engineer-in-charge. | 177 | Mtr | 5,588.56 | ₹9,89,175.12 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m 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 | 1,148 | cum | 177.89 | ₹2,04,217.72 |
| 3 | 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 674 | cum | 260.87 | ₹1,75,826.38 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 911 | cum | 196.43 | ₹1,78,947.73 |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. | 2,625 | cum | 127.07 | ₹3,33,558.75 |
| 6 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5 m. All kinds of soil | 3,681 | Sqm | 34.22 | ₹1,25,963.82 |
| 7 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete
Note for item No. 4.15 :- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. | 65 | cum per metre depth | 1,101.2 | ₹71,578 |
| 8 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.”Note : Excess/less cement used than specified in this item is payable/ recoverable separately.
M-10grade plain cement concrete (cement content considered @ 220 kg/cum)All works upto plinth level | 1,002 | cum | 8,854.49 | ₹88,72,198.98 |
| 9 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.”Note : Excess/less cement used than specified in this item is payable/ recoverable separately.
M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)All works upto plinth level | 1,065 | cum | 9,005.83 | ₹95,91,208.95 |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 209 | sqm | 393 | ₹82,137 |
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