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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹94.6 LAdmitted-Finance | -0.03% | ₹94.6 L | L1 | Admitted-Finance |
| 2 | L2₹97.2 L+₹2.6 L (2.73%)Admitted-Finance BH N 16 KHN 609 NARAYAN NAGAR COLONY INDIRA NAGAR LUCKNOW U P | LUCKNOW | UTTAR PRADESH | 226001 | +2.70% | ₹97.2 L+₹2.6 L (2.73%) | L2 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.0 L
Closing Date
28 May 2026, 12:00 pmClosed
SE RED Ayodhya Circle
SE RED Ayodhya Circle, Bada Ramana, Reedganj, Ayodhya
Under District Barabanki, Construction and repair work of classrooms in Noor Mohammad Inter College Zaidpur campus, District Barabanki, Lot No 1
2026_REDUP_1146476_1
3053/SE RED Ayodhya/Barabanki/25-26 Dt 03/02/2026
Open Tender
Civil Works
Percentage
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹2.0 L
SE RED Ayodhya Circle
23 Jun 2026
8 May 2026
28 May 2026
8 May 2026
28 May 2026
11 May 2026
18 May 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 |
|---|---|---|---|---|---|
| 1 | Work | - | - | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 2.8.1 | 1 | CUM | 187.2 | ₹187.01 |
| - | 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) 4.1.8 | - | CUM | 4,898.85 | - |
| - | 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 trenches, plinth, sides of foundation etc. complete. (DSR - 2.25A) DSR-2023, 2.25A | 1 | CUM | 503.77 | ₹503.27 |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR-2023, 2.27 | 1 | CUM | 1,527.3 | ₹1,525.77 |
| - | Providing and injecting chemical emulsion for preconstructional 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 chordancewill be used. | - | - | - | - |
| - | The rate of application of chemical emulsion shallbe as follows : Treatment for masonary & foundation 5 liters per/ sqm. Back fill in immediate contact with foundation 7.5 liters/sqm. Treatment of top surface of plinth filling 5 liters/ sqm. Treatment junction of wall and the floor 7.5 liters / sqm. Treatment of soil along external perimeter of building 7.5liters/sqm.Treatment of soil under apron along external perimter 5 liters/ sqm. PWD SOR NBO 22.41 B | - | SQM | 209 | - |
| - | Providing and laying in position ready mixed or site batched 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.: | - | - | - | - |
| - | Providing and laying in position ready mixed or site batched 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.: | - | - | - | - |
| - | Add for using extra cement in the items of design mix over and above the specified cement content there in. DSR 5.35 | 1 | Qtl | 527.5 | ₹526.97 |
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