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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC HARDOI ROAD BENIGANJ HARDOI | HARDOI | HARDOI | ₹15.2 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹15.2 LRejected-AOC 85 NUMAIISH PURWA HARDOI | HARDOI | HARDOI | UTTAR PRADESH | 85 | ₹15.2 L | L2 | Rejected-AOC RESPONSIVE |
Tender Value
₹15.2 L
EMD Value
₹31,000
Closing Date
5 May 2026, 12:00 pmClosed
E.E.R.E.D HARDOI
E.E.R.E.D HARDOI
GRAM PANCHAYAT BENIGANJ DEHAT KE NAYAPURWA MUKY MARG KHERWA ROAD PAR INTERLOCKING ROAD AND NALI NIRMAN KARYA
2026_REDUP_1136545_1
LETTAR NO 2400 DATE 30.03.2026
Open Tender
Civil Works
90 days
HARDOI
GRAM PANCHAYAT BENIGANJ DEHAT KE NAYAPURWA MUKY MARG KHERWA ROAD PAR INTERLOCKING ROAD AND NALI NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹31,000
Yes
5 Jun 2026
13 Apr 2026
5 May 2026
13 Apr 2026
5 May 2026
13 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 | E/W in cutting or in embankment in ordenary soil earth work in excavation to be done in regular pits not exceeding 1/2 mt. depth and earth work in filling to be in 20 cm.layers including ramming .dressing the surface to to required and also including 1.50 m. lift and 30 m lead . The earth from cutting to be used in making embankment or to be diposited +5.0 km distance cartage as spoil banks as per direction of E/Land S.I. NO 253 +2 km | - | Cum | - | - |
| 2 | E/W in excavation in trenches for foundation and pipes, cables etc. in ordinary soil ( loan clay or sand ) i/c lift up to 1.50 m & lead up to 50 m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the E/I within a lead of 50 m as per SI No 251 | - | Cum | - | - |
| 3 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand :12 Gradedbrick aggregate 40 mm Nominal size) and curing complete. i/c cost of form work in foundation and floors as per SI No. 273 | - | Cum | - | - |
| 4 | Class M.150 brick in 1:4 cement and coarse sand mortar in foundetion and plinth i/c supply of all material s labour and T&P etc. requaired for proper completion of the work .as per all direction of E/I | - | Cum | - | - |
| 5 | Construction of Granular Sub Base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mixture in place method with rotabetor at OMC | - | Cum | - | - |
| 6 | Providing and laying of P.C.C.work in 1:2:4,cement coarse sand 20mm guage stone grit of not less than strength of M-150 and curing compleate i/c all meterial , labour and T & P etc. required for proper completion of the work SI No. 279(b) | - | Cum | - | - |
| 7 | 12mm.Thick plaster with cement mortar Proportion of Cement & F/Sand of 125 F.M. mortar in1:4 as per SI No. 584 | - | Sqm | - | - |
| 8 | Providing & Laying of Inter locking 80 mm Thick Rubber Moulded Reflective Zig-Zag Tiles of Precost Compressed C.C. pasing minimum 30 megapascle compressive strength I.S.I. Marked Requaired for proper completion of the work .as per all direction of EI As pre S O R Lucknow | - | Sqm | - | - |
| 9 | Supply & Fixing of Infomatory Sign Board 90x120 cm size & 3.00 m Long Made with Iron 40x40x5 mm 18 Gauge M.S. Sheet and Braud with Flate iron 35x5 mm i/c 2 coat painting with red oxide cartage up to site compleate with all labour material and T&P as per standerd dision & drawing supplied by Department | - | JOB | - | - |
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