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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹10.1 L+₹402.69 (0.04%)Rejected-AOC 3 678 ASHRAT TALA HARDAI | HARDOI | UTTAR PRADESH | 209869 | ₹10.1 L+₹402.69 (0.04%) | L2 | Rejected-AOC RESPONSIVE |
Tender Value
₹10.1 L
EMD Value
₹21,000
Closing Date
20 May 2026, 12:00 pmClosed
Executive Engineer R.E.D.Hardoi
Executive Engineer R.E.D.Hardoi
VIKAS KHAND BHARKHANI KE GRAM SAWAYAZPUR KE MOHALLA SINGH NAGAR ME SANDIP SRIVASTAVA KE MAKAN SE MANOJ SRIVASTAVA KE MAKAN TAK INTERLOCING NIRMAN KARYA
2026_REDUP_1147010_1
LETTAR NO 190 DATE 20.04.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
VIKAS KHAND BHARKHANI KE GRAM SAWAYAZPUR KE MOHALLA SINGH NAGAR ME SANDIP SRIVASTAVA KE MAKAN SE MANOJ SRIVASTAVA KE MAKAN TAK INTERLOCING NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹21,000
Yes
24 Jul 2026
9 May 2026
20 May 2026
9 May 2026
20 May 2026
9 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 | 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 +3.0 km distance cartage as spoil banks as per direction of E/Land S.I. NO 253 | 399.53 | CUM | 175.56 | ₹70,141.49 |
| 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 | 28.51 | CUM | 128.25 | ₹3,656.41 |
| 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 | 10.69 | CUM | 3,049.5 | ₹32,599.16 |
| 4 | 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 | 52.8 | CUM | 4,070.75 | ₹2,14,935.6 |
| 5 | 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 | 31.13 | CUM | 4,978 | ₹1,54,965.14 |
| 6 | Providing and laying of P.C.C. Work in 1:2:4 , 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 . as per S.I. NO. 279(b) | 4.58 | CUM | 6,825.75 | ₹31,261.94 |
| 7 | 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 | 528 | CUM | 931 | ₹4,91,568 |
| 8 | 12mm.Thick plaster with cement mortar Proportion of Cement & F/Sand of 125 F.M. mortar in1:4 as per SI No. 584 | 31.68 | CUM | 83.89 | ₹2,657.64 |
| 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 | 1 | Job | 4,940 | ₹4,940 |
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