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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical AS PER TENDER DOCUMENT |
| 2 | Accepted-Technical | Accepted-Technical AS PER TENDER DOCUMENT |
Tender Value
₹19.5 Cr
EMD Value
₹39.0 L
Closing Date
20 Apr 2026, 3:00 pmClosed
SE LUCKNOW CIRCLE, INDIRA NAGAR LUCKNOW
SE LUCKNOW CIRCLE, INDIRA NAGAR LUCKNOW
Construction of Chief Minister Model Composite Vidhyalay Pre-Primary to Class 12th at Osah shivgarh district Raebareli
2026_UPHDB_1129891_1
385/W-13/20 DT. 18-03-2026
Open Tender
Civil Works
Percentage
545 days
RAEBARELI
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
Ex. Engg. CD LUCKNOW 11 UPAVP LUCKNOW
₹39.0 L
Yes
4 May 2026
25 Mar 2026
20 Apr 2026
25 Mar 2026
20 Apr 2026
25 Mar 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2Excavating, supplying, stacking 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 for all lift | |||||
| 3Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | |||||
| 4Providing 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) ,including cost of form- work,in foundation and floors. | |||||
| 5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 6Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration | |||||
| 7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20. | |||||
| 8Ground Floor | |||||
| 9First Floor | |||||
| 10Second Floor | |||||
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