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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC 01 NEW CIVIL LINES HARDOI | HARDOI | HARDOI | UTTAR PRADESH | ₹10.4 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹10.4 L+₹1,042.39 (0.10%)Rejected-AOC SARAI THOK PACHAMI HARDOI | HARDOI | UTTAR PRADESH | ₹10.4 L+₹1,042.39 (0.10%) | L2 | Rejected-AOC RESPONSIVE |
Tender Value
₹10.4 L
EMD Value
₹21,000
Closing Date
16 Mar 2026, 12:00 pmClosed
E E R E D VIKAS BHAWAN HARDOI
E E R E D VIKAS BHAWAN HARDOI
VIKAS KHAND SANDI KE BHAGHAR ME NEERAJ DIXIT KE MAKAN SE SHIV SHANKAR MISHRA KE MAKAN TAK INTERLOCKING AND NALI NIRMAN KARY
2026_REDUP_1122914_1
LETTAR NO 2007 DATE 09.02.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
VIKAS KHAND SANDI KE BHAGHAR ME NEERAJ DIXIT KE MAKAN SE SHIV SHANKAR MISHRA KE MAKAN TAK INTERLOCKING AND NALI NIRMAN KARY
2 documents required · 2 mandatory
₹856
₹21,000
Yes
12 Aug 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 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 excavation in foundation in ordinary soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251 | 27.96 | Cum | 128.25 | ₹3,585.87 |
| 2 | E/w in cutting and embankment in ordinary soil E/W excavation to be done in regular pits not exceeding 1/2 metre depth and earthwork in filling to be in 20 cm. layer including ramming , dressing the surface to be required and also including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 253 | 154.35 | Cum | 173.57 | ₹26,789.76 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 46.94 | Cum | 3,561.55 | ₹1,67,179.16 |
| 4 | Cement concrete with 40 mm guage brick ballast, fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under C.C. including supply of all material , labour and T&P etc required for proper completion of word as per SI. No. 273. | 15.03 | Cum | 3,049.5 | ₹45,833.99 |
| 5 | M-150 class brick work in 1:4 cement & coarse sand mortar in foundation up to plinth as per SI. No. 305(b) | 37.82 | Cum | 4,978 | ₹1,88,267.96 |
| 6 | 12 mm thick cement plaster in 1:3 cement & coarse sand mortar of 1.25 F.M as per ch 13 S.no. 10 Sch no. 582 | 98.33 | Sqm | 171 | ₹16,814.43 |
| 7 | P/L 30 MPA 80 mm thick interlocking tiles i/c all completion of work | 564.75 | Sqm | 931 | ₹5,25,782.25 |
| 8 | P/L of R.C.C. Work with cement coarse sand 20 mm gauge stone grit in proportion of 1:2:4 as per SI No 283 | 2.24 | Cum | 7,790 | ₹17,449.6 |
| 9 | Mild Steel and Iron work Such as R.C.C. S.I. NO 504 | 2.2 | Qtl | 6,365 | ₹14,003 |
| 10 | Plane cement concrete with 2 cm. guage approved stone ballst approved coarse sand and cement to the proportion of 1:2:4 including all labour material and T&P complete etc. as per S.I.No. 279 (b) | 4.65 | Cum | 6,825.75 | ₹31,739.74 |
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