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Tender Value
₹45.6 L
EMD Value
₹91,200
Closing Date
10 Jun 2026, 4:00 pm6d left
VC ADA
AYODHYA DEVELOPMENT AUTHORITY NEAR PARIKARMA MARG AYODHYA
Construction of CC road and drain from Surajpal house to Nitin house in Basupur Sirsa locality near Ayodhya Khajuha Kund.
2026_AFDA_1155194_6
ADA 15 TENDER DT 26-05-2026
Open Tender
Civil Works
150 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
AYODHYA DEVELOPMENT AUTHORITY
₹91,200
2 Jun 2026
2 Jun 2026
11 Jun 2026
2 Jun 2026
10 Jun 2026
2 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Civil road and Drain work | ||||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
DSR 2023/15.2.1 | 5 | cum | 1,789.17 | ₹8,945.85 | BI01010001010000000000000515BI010000111301 |
| 1.02 | Demolishing 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 2023/15.7.4 | 5 | cum | 1,514.25 | ₹7,571.25 | BI01010001010000000000000515BI010000111802 |
| 1.03 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
DSR 2023/15.6 | 10 | cum | 194 | ₹1,940 | BI01010001010000000000000515BI010000112203 |
| 1.04 | 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.
SOR2022/251 | 189 | cum | 125 | ₹23,625 | BI01010001010000000000000515BI010000112304 |
| 1.05 | Earth work in filling in cartage upto 8 Km.
SR | 476 | cum | 316.9 | ₹1,50,844.4 | BI01010001010000000000000515BI010000111305 |
| 1.06 | 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.
SR | 99 | cum | 3,932.13 | ₹3,89,280.87 | BI01010001010000000000000515BI010000111806 |
| 1.07 | 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.
SOR2022/ 281 | 74 | cum | 6,350 | ₹4,69,900 | BI01010001010000000000000515BI010000112207 |
| 1.08 | 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 manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
DSR 2023/16.43.2 | 158 | cum | 8,157.36 | ₹12,88,862.88 | BI01010001010000000000000515BI010000112308 |
| 1.09 | 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 2023/16.45 | 3,365 | per cm depth per cm width per m length | 3.9 | ₹13,123.5 | BI01010001010000000000000515BI010000111309 |
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