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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹93.0 LAdmitted-Finance | -0.35% | ₹93.0 L | L1 | Admitted-Finance |
| 2 | L2₹93.1 L+₹13,061.13 (0.14%)Admitted-Finance | -0.21% | ₹93.1 L+₹13,061.13 (0.14%) | L2 | Admitted-Finance |
Tender Value
₹97.5 L
EMD Value
₹1.9 L
Closing Date
30 May 2026, 12:00 pmClosed
SE RED Ayodhya Circle
SE RED AYODHYA CIRCLE, BADA RAMANA, REEDGANJ, AYODHYA
Under District Ambedkarnagar, Reconstruction Of A Dilapidated Non-Residential Building In Katehri, Block Of Ambedkar Nagar District, Lot No 1
2026_REDUP_1144391_1
3351/SE RED Ayodhya/Ambedkarnagar/25-26 Dt 10/03/2026
Open Tender
Civil Works
Percentage
270 days
Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.9 L
SE RED Ayodhya Circle
16 Jun 2026
1 May 2026
30 May 2026
1 May 2026
30 May 2026
1 May 2026
11 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 | - | - | - | - |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. All kind of soil. From 0.00 mt to 1.50 mt DSR-2.8.1 | 293.22 | Cum | 180.05 | ₹52,794.26 |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. All kind of soil. 1.50mt to 3.0 mt. DSR-2.8.1+2.26.2 | 25.93 | Cum | 337.35 | ₹8,747.49 |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. All kind of soil. 3.0 mt to 4.50 mt. DSR-2.8.1+2.26.2*2 | 6.91 | Cum | 494.66 | ₹3,418.1 |
| - | 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. From 0.00 mt to 1.50 mt. DSR-2.6.1 | 29.63 | Cum | 122.78 | ₹3,637.97 |
| - | 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. 1.50mt to 3.0 mt. DSR-2.6.1+2.26.1 | 19.76 | Cum | 210.49 | ₹4,159.28 |
| - | Excavating, 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. DSR-2.25a | 119 | Cum | 484.56 | ₹57,662.64 |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 47.73 | Cum | 1,469.05 | ₹70,117.76 |
| - | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 of soil along external perimeter of building 5 liters/Sqm. (5) Treatment of soil under apron along external perimter 5 liters/Sqm. PWD CH 8 8.01 (Ambedkarnagar) | 352.64 | Sqm | 180.5 | ₹63,651.52 |
| - | 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) DSR 4.1.8 | 62.4 | Cum | 4,712.03 | ₹2,94,030.67 |
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