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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical technical bid qualified |
| 2 | Accepted-Technical | Accepted-Technical technical bid qualified |
Tender Value
Refer Docs
EMD Value
₹14.2 L
Closing Date
18 Apr 2026, 3:00 pmClosed
SE AYODHAYA CIRCLE,AYODHAYA
CIRCLE OFFICE, UPAVP, OFFICE COMPLEX, ANGOORIBAGH, AYODHYA
CONSTRUCTION OF GRAMIN STADIUM AT VILL KHARA BLOCK SINGHPUR DISTT AMETHI
2026_UPHDB_1133429_1
498/M-10/89 dated 19.03.2026
Open Tender
Civil Works - Buildings
Percentage
365 days
BLOCK SINGHPUR DISTT AMETHI
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
EE CD-02 AYODHYA UPAVP
₹14.2 L
20 Apr 2026
6 Apr 2026
18 Apr 2026
6 Apr 2026
18 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1Earth 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 up to 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. | |||||
| 1.01 | In all kind of soil upto 1.5m to 3.0m. depth | - | Cum | - | - |
| 1.02 | In all kind of soil upto 3.0m to 4.5m. depth | - | Cum | - | - |
| 2Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 3Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | |||||
| 4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 5Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | |||||
| 615 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | |||||
| 7Providing and laying seperation membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge. | |||||
| 8Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) | |||||
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