Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 CrAccepted-AOC 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹46.5 Cr Quoted ₹39.4 Cr | L1 | Accepted-AOC Accept. |
| 2 | L2₹41.2 Cr+₹1.8 Cr (4.49%)Rejected-Finance | ₹41.2 Cr+₹1.8 Cr (4.49%) | L2 | Rejected-Finance Reject |
| 3 | L3₹43.7 Cr+₹4.3 Cr (10.8%)Rejected-Finance S 6 IIND FLOOR FRIENDS TRADE CENTRE NEHRU NAGAR AGRA | AGRA | UTTAR PRADESH | ₹43.7 Cr+₹4.3 Cr (10.8%) | L3 | Rejected-Finance Reject |
Tender Value
₹41.6 Cr
EMD Value
₹83.3 L
Closing Date
11 Mar 2026, 4:00 pmClosed
VC ADA
AYODHYA DEVELOPMENT AUTHORITY NEAR PARIKARMA MARG AYODHYA
Strengthening and upgradation of lanes link roads in Ayodhya Dham area.
2026_AFDA_1118261_1
ADA 64 Ayodhya Dham Area Link Roads DT 19-02-2026
Open Tender
Civil Works
Percentage
270 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
AYODHYA DEVELOPMENT AUTHORITY
₹83.3 L
9 Apr 2026
23 Feb 2026
12 Mar 2026
23 Feb 2026
11 Mar 2026
23 Feb 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 |
|---|---|---|---|---|---|
| 1Road (Concrete Paver Block Road | |||||
| 1.01 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lit upto 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m (100 ft.) distance including Supply of Good earth as directed by the Engineer -in - charge.
AOR | 3,115.2 | CUM | 302 | ₹9,40,790.4 |
| 1.02 | Granular Sub-Base with Close Graded Material (Table: 400-1) Construction of granular sud-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For Grading- material (By Mix in Place Method).
AOR | 1,298 | CUM | 3,913 | ₹50,79,074 |
| 1.03 | 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)
SOR 275 | 778.8 | CUM | 4,350 | ₹33,87,780 |
| 1.04 | P/L Paver Block 80 mm thick, Compressive strength >=M 50, Steel mould compressive technology.
AOR | 12,980 | Sqm | 1,536 | ₹1,99,37,280 |
| 2Drain | |||||
| 2.01 | 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)
SOR 275 | 139.5 | CUM | 4,350 | ₹6,06,825 |
| 2.02 | 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 M25 grade with minimum cement content of 300 kg /cum
DSR 23 4.20.1.4 | 441.75 | CUM | 7,145.83 | ₹31,56,670.4 |
| 2.03 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
SOR 504 | 29,475.77 | Kg | 75 | ₹22,10,682.75 |
| 2.04 | Centering and shuttering with 12 mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform.
DSR 23 26.64 | 6,200 | sqm | 80.85 | ₹5,01,270 |
stage.html
html • 0.05 MB
technical_2078388.pdf
techsummary_2078388.pdf
finance_2078388.pdf
BOQ Comparative Chart
xlsx
finsummary_2078388.pdf
NITLINK.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.10 MB
BOQ_2078388.xls
BOQ • 0.42 MB
DOCUMENT.pdf
Tender Documents • 24.61 MB
add.pdf
Additional Documents • 1.94 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .