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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC 201 MAJNAWAN FAIZABAD SADAR FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | ₹3.1 Cr Quoted ₹2.6 Cr | L1 | Accepted-AOC Accept. |
| 2 | L2₹2.8 Cr+₹16.4 L (6.33%)Rejected-Finance H NO L 18 AWAS VIKAS COLONY FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | ₹2.8 Cr+₹16.4 L (6.33%) | L2 | Rejected-Finance Reject. |
| 3 | L3₹2.8 Cr+₹24.8 L (9.55%)Rejected-Finance 139 BEHIND PANCHAYAT BHAWAN PAHAD GANJ FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | ₹2.8 Cr+₹24.8 L (9.55%) | L3 | Rejected-Finance Reject. |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
10 Mar 2026, 4:00 pmClosed
VC ADA
AYODHYA DEVELOPMENT AUTHORITY NEAR PARIKARMA MARG AYODHYA
Mahatma Gandhi Ward Ayodhya in the lane of MLA Bablu Singh from Rajju Sonkar house via Kali Mata Mandir from Satyam Singh house via Fauji house from Little Flower Kinder Garden School via Vivekananda Public School to Rekha Gupta house construction of
2026_AFDA_1117545_11
ADA 63 19 TENDER DT 17-02-2026
Open Tender
Civil Works
Percentage
240 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
AYODHYA DEVELOPMENT AUTHORITY
₹5.6 L
22 Apr 2026
21 Feb 2026
11 Mar 2026
21 Feb 2026
10 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Civil | |||||
| 1.01 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
DSR- 2023 Item no. 16.83
(including adjustment of deduction for rate for Qty of dismantling material in other project Rate considered for deduction from (SR of Earth work in filling in cartage upto 8 km.) | 1,350 | sqm | 78.66 | ₹1,06,191 |
| 1.02 | Excavation in foundation in ordinary Soil ( Loam clay or sand ) including filling lift upto 1.5metre (5fts.) and lead upto 30.0 m (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in- charge upto a distance of 30 M. (100 fts.) from the foundation trenches.
SOR/Sch. PWD-251 | - | CUM | 125 | - |
| 1.03 | Dismantling 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
DSR- 2023 Item no. 15.7.4
(including adjustment of deduction for Sale of material obtained from dismantling at site (Bricks)- qty- 3600.00 Nos
SOR/Sch. PWD/Sl. No. 1(a)
and
Sale of material obtained from dismantling at site (Brick bats) - qty- 24.00 cum
SOR/Sch. PWD/Sl. No. 2©) | 40 | CUM | 889.07 | ₹35,562.8 |
| 1.04 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
SOR/Sch. PWD-281/Sl. No. 6(1) | - | CUM | 6,350 | - |
| 1.05 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loder at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 84 | CUM | 3,755.2 | ₹3,15,436.8 |
| 1.06 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
Cement concrete prepared with batch mixing machine
DSR- 2023 Item no. 16.43.1 | 547 | CUM | 7,970.72 | ₹43,59,983.84 |
| 1.07 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
DSR- 2023 Item no. 16.45 | - | per cm depth per cm width per m length | 4.01 | - |
| 1.08 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Using grade ‘A’ sealing compound conforming to IS: 1834.
DSR- 2023 Item no. 16.46.1 | - | RM | 6.55 | - |
| 1.09 | Mild Steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.
SOR/Sch. PWD- 504 | - | Qtl | 7,500 | - |
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