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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹11.2 CrAccepted-AOC | ₹11.2 Cr | l1 | Accepted-AOC l1 |
| 2 | l2₹11.2 Cr+₹23,497.15 (0.02%)Rejected-Finance 11 4 KHANANCHI TOLA HARDOI | ₹11.2 Cr+₹23,497.15 (0.02%) | l2 | Rejected-Finance l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive under para 4.4A(a) of ITB |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive under para 4.4A(a) of ITB |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive under para 4.4A(a) of ITB |
Tender Value
₹11.2 Cr
EMD Value
₹22.4 L
Closing Date
20 May 2026, 12:00 pmClosed
SE RED Circle Kanpur
SE RED Circle Kanpur
Construction of Residence Type-1,2,3 and 4 For Revenue Officers / Employee at Tehsil-Derapur, District-Kanpur Dehat
2026_REDUP_1143548_1
61/RED/Tender/2026-27 dt 10.04.2026
Open Tender
Civil Works
Percentage
546 days
KANPUR DEHAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹22.4 L
SE RED Circle Kanpur
21 Jul 2026
29 Apr 2026
20 May 2026
29 Apr 2026
20 May 2026
29 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1 | 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 getting out the excavated soil and disposal of surplus earth upto 50 m including dressing of sides and ramming of bottoms, lift upto 1.5 m as directed by Engineer-in- Charge: | 1 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering,lead up to 50 m and lift up to 1.5 m. | - | Cum | - | - |
| 3 | Providing and injecting chemical for Pre-constructional anti-trmite treatment and creating and chemical barrier under and around the column pits wall trenchs basement excavation top surface if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measured as per IS: 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary and foundation 5 liter per Sqm. (2) Back fill in immediat contact with foundation 7.5 liter per Sqm.(3) Treatment of top surface of plinth filling 5 liter per Sqm.(4) Treatment of soil along external per meter of building 7.5 liter per Sqm.(5) Treatment of soil under apron along external per meter 5 liter per Sqm. | - | Sqm | - | - |
| 4 | Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 (1 cement :2 coarse sand zone-III derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources. With providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacture's specifications. | 1 | Sqm | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering,ramming,consolidating and dressing complete. | - | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 1 | Cum | 1 | ₹1 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) | - | Cum | 1 | - |
| 8 | 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) : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum | 1 | ₹1 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
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