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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
₹37 L
Closing Date
15 Apr 2026, 3:00 pmClosed
SE AYODHAYA CIRCLE,AYODHAYA
SE Ayodhya Circle, Office complex, Angooribagh, Ayodhya
CONSTRUCTION OF CM MODEL COMPOSITE SCHOOL AT VILL ROHSI BUJURG BLOCK GAURIGANJ OF DISTT AMETHI
2026_UPHDB_1130495_1
438/M-10/83 DATED 11.03.2026
Open Tender
Civil Works - Buildings
Percentage
547 days
GAURIGANJ AMETHI
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
EE CD-02 AYODHYA UPAVP
₹37 L
21 Apr 2026
26 Mar 2026
15 Apr 2026
26 Mar 2026
15 Apr 2026
26 Mar 2026
26 Mar 2026 - 15 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 |
|---|---|---|---|---|---|
| 0.0_) | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | SQM | - | - |
| 0.0_) | Earth 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, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | - | CUM | - | - |
| 0.0_) | 1.50mt to 3.0 mt | - | CUM | - | - |
| 0.0_) | 3.0 mt to 4.50 mt | - | CUM | - | - |
| 0.9_) | 4.5 mt to 6.0 mt | - | CUM | - | - |
| 0.0_) | Excavating, 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 foundation,trenches, plinth, sides of foundation etc. complete. | - | CUM | - | - |
| 0.0_) | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal
size derived from natural sources) | - | CUM | - | - |
| 0.0_) | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | - | CUM | - | - |
| 0.0_) | Providing 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 per100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100 sqm (3) Treatment of top surface of plinth filling 5 liters/100 sq ,(4) Treatment junction of wall and the floor 7.5 liters /100sqm (5) Treatment of soil along external perimeter of building 7.5 liters/100sqm (6) Treatment of soil under apron along external perimter 5 liters/100sqm. (As per manufacturer's standard dilution) | - | SQM | - | - |
| 0.0_) | Providing and laying in position ready mixed or sitebatched 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | - | CUM | - | - |
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