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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC | ₹7.1 Cr | L1 | Accepted-AOC Accept. |
| 2 | L2₹7.2 CrRejected-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹7.2 Cr | L2 | Rejected-Finance Reject. |
| 3 | L3₹7.3 CrRejected-Finance | ₹7.3 Cr | L3 | Rejected-Finance Reject. |
| 4 | L4₹7.5 CrRejected-Finance 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹7.5 Cr | L4 | Rejected-Finance Reject. |
Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
5 May 2026, 4:00 pmClosed
VC ADA
AYODHYA DEVELOPMENT AUTHORITY NEAR PARIKARMA MARG AYODHYA
Construction work of a drain for water drainage of the Vashishtkunj scheme located in Ayodhya
2026_AFDA_1137167_1
ADA Construction work of a drain for water DT 15-04-2026
Open Tender
Civil Works
270 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
AYODHYA DEVELOPMENT AUTHORITY
₹14.4 L
4 Jun 2026
18 Apr 2026
6 May 2026
18 Apr 2026
5 May 2026
18 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 |
|---|---|---|---|---|---|
| 1(Civil) | |||||
| 1.01 | 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kind of soil | - | CUM | - | - |
| 1.02 | 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 : 8 graded stone aggregate 40 mm nominal size) | - | CUM | - | - |
| 1.03 | 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 | - | CUM | 1 | - |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 0.29 | Kg | - | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for | - | Sqm | - | - |
| 1.06 | S/F of deep hole 110mm Dia PVC Pipe | - | Rmt | 1 | - |
| 1.07 | Dewatring Work During Construction Including All Complete | - | Hr | - | - |
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