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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAccepted-AOC 11 4 KHANANCHI TOLA HARDOI | ₹33.4 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹33.6 LRejected-AOC 152 JAIL ROAD NAYI BASTI PATTAL WALI GALI NAI BASTI SITAPUR SITAPUR UTTAR PRADESH 261001 | SITAPUR | UTTAR PRADESH | 261001 | ₹33.6 L | L2 | Rejected-AOC RESPONSIVE |
| 3 | Rejected-Technical 85 NUMAIISH PURWA HARDOI | HARDOI | HARDOI | UTTAR PRADESH | 85 | - | - | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹33.3 L
EMD Value
₹67,000
Closing Date
28 Apr 2026, 12:00 pmClosed
E.E.R.E.D. HARDOI
E.E.R.E.D. HARDOI
MAIN CERCULAR ROAD SE R.T.O OFFICE TAK C.C ROAD AND DONO TARAF NALA NIRMAN KARYA.
2026_REDUP_1132828_1
LETTAR NO 2338 DATE 24.03.2026
Open Tender
Civil Works
90 days
HARDOI
MAIN CERCULAR ROAD SE R.T.O OFFICE TAK C.C ROAD AND DONO TARAF NALA NIRMAN KARYA.
2 documents required · 2 mandatory
₹944
₹67,000
Yes
29 Jun 2026
2 Apr 2026
28 Apr 2026
2 Apr 2026
28 Apr 2026
2 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 in Foundation in Ordinary Soil DSR 2.8.1 | - | cum | - | - |
| 2 | Earth work in cutting or in embankment in ordinary soil earth work in excavation to be done in the from of regular pits not exceeding 1/2 mt in depth and earth work in embankment to be in20 cm layers including ramming & dressing the surface to required levels and slopes including 1.50mt lift & lead upto 30mt including all compete as per direction of E/I and DSR 2.25 a | - | cum | - | - |
| 3 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273 | - | cum | - | - |
| 4 | Construction of granular sub base by providing well graded material , spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatbetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density , complet as per technical specification Clause 401 | - | cum | - | - |
| 5 | Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III | - | cum | - | - |
| 6 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I DSR 6.1.1 | - | cum | - | - |
| 7 | 15 mm.Cement plaster in 1:6 with cement and coarse sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level i/c internal angles not exceeding 80 mm in grith and finished even and smooth no extra for mixing any additive.rounded angles champhers and or rounded DSR 13.5.2 | - | sqm | - | - |
| 8 | Providing and laying of P.C.C. Work in 1:1.5:3 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works . | - | cum | - | - |
| 9 | Brick on edge soling with M-275 class bricks joints filled with earth I/c preparation of subgrade to precribed camber and also including 1.00 deep deep blinding coat of local earth over inter soling surface including supply of all labour ,T & P required for proper completion of work . As per Si NO 786 | - | sqm | - | - |
| 10 | Provision for sign board as per Approved By S.E. | - | JOB | - | - |
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