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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.1 LAccepted-AOC STATION ROAD MOH BAKSARIA NEAR POST OFFICE FARIDPUR BAREILLY | FARIDPUR | BAREILLY | UTTAR PRADESH | ₹83.1 L Quoted ₹70.4 L | L1 | Accepted-AOC DUE TO LOWER RATE |
| 2 | L2₹70.7 L+₹28,342.95 (0.40%)Rejected-Finance | ₹70.7 L+₹28,342.95 (0.40%) | L2 | Rejected-Finance due to higher rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE AS PER ATTACHED DISPOSAL REPORT OF COMMITTEE |
Tender Value
₹70.9 L
EMD Value
₹1.4 L
Closing Date
20 May 2026, 12:00 pmClosed
SE RED CIRCLE BAREILLY
SE RED CIRCLE BAREILLY OFFICE
Construction of the road from Khitousa Gautiya to Kaithola. Development Block Fatehganj west
2026_REDUP_1145357_3
13/RED/Nivida file Bareilly/E Nivida/2026-27 dated 01-04-2026
Open Tender
Civil Works - Roads
Percentage
120 days
FATEHGANJ WEST BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.4 L
SE RED CIRCLE BAREILLY
13 Jul 2026
5 May 2026
20 May 2026
5 May 2026
20 May 2026
5 May 2026
6 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 |
|---|---|---|---|---|---|
| 0 | BOQ | - | - | - | - |
| 1 | Earth Work in embankment in ordinary soil excavation to be in the regulour pits not exceeding 0.5 m depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops and also in inculding 1.5 m lift & 30m lead.including watering dressing ...... as per SI.No. 253 | 4,143.1 | cum | 82.65 | ₹3,42,427.22 |
| 2 | Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. SI. No. 251. | 147.32 | cum | 198.55 | ₹29,250.39 |
| 3 | Concrete with 4 cm. gauge stone ballast, approved Coarse Sand and cement in proportion of 6 :3 : 1 in foundation and under floor, Including supply of all Material with mixer machine, Labour and T & P etc. required for proper completion the work.As per S.I. No. 280 | 28 | cum | 6,804.85 | ₹1,90,535.8 |
| 4 | First class Brick work in 1:3 cement and coarse Sand morter in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 307 | 195 | cum | 5,415 | ₹10,55,925 |
| 5 | Weep Holes in brick masonary with 100mm dia PVC Pipe S.no 730B | 168 | Rm | 294.5 | ₹49,476 |
| 6 | Cement Concrete with 20 mm. gauge approved stone grit ; approved Coarse Sand and Cement in the proportion of 4:2:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(i) | 2.63 | cum | 7,441.35 | ₹19,570.75 |
| 7 | Concrete with 4 cm. gauge brick ballast, final local sand of 1.25 FM and cement in proportion of 12 :6 : 1 in foundation and under floor, Including supply of all Material with mixer machine, Labour and T & P etc. required for proper completion the work.As per S.I. No. 273 | 15.34 | cum | 3,519.75 | ₹53,992.97 |
| 8 | First class Brick work in 1:4 cement and coarse Sand morter in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 305. | 35.98 | cum | 5,225 | ₹1,87,995.5 |
| 9 | Supply of RCC Hume pipe NP-3 Class (including cartage up to site) 1000 mm of dia as per ch.20 Non Schedule Item No.5 (i) (no of culvert 2)
1000 mm dia pipe | 15 | Rm | 5,225 | ₹78,375 |
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