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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC | ₹29.9 L | L1 | Accepted-AOC RESPOSNIVE |
| 2 | L2₹29.9 L+₹2,988.06 (0.10%)Rejected-AOC | ₹29.9 L+₹2,988.06 (0.10%) | L2 | Rejected-AOC RESPOSNIVE |
Tender Value
₹29.9 L
EMD Value
₹60,000
Closing Date
11 May 2026, 12:00 pmClosed
E.E.R.E.D. HARDOI
E.E.R.E.D. HARDOI
VIMAL KE MAKAN SE VIJAY KE MAKAN HOTE HUYE VIDHYALAY KASTURBA HOTE HUYE RADHAKRISHN MANDIR TAK INTERLOCKING AND NALI NIRMAN KARYA
2026_REDUP_1139219_1
LETTAR NO 2411 DATE 31.03.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
VIMAL KE MAKAN SE VIJAY KE MAKAN HOTE HUYE VIDHYALAY KASTURBA HOTE HUYE RADHAKRISHN MANDIR TAK INTERLOCKING AND NALI NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹60,000
Yes
20 Jul 2026
21 Apr 2026
11 May 2026
21 Apr 2026
11 May 2026
21 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 excavation in trenches for foundation and pipes, cables etc. in ordinary soil ( loan clay or sand ) i/c lift up to 1.5m and lead upto 50m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the E/I witthin a lead of 50 m as per S.I. No. 251. | - | Cum | - | - |
| 2 | 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 | - | - |
| 3 | 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 S.I. NO.305b | - | Cum | - | - |
| 4 | 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 | - | 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 | Providing and laying of Interlocking (Zig-zag Type) Concrete Block pavement having thickness 80 mm as per drawing and technical specification clause 1504 | - | sqm | - | - |
| 7 | 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per SI 584+(583-582) | - | sqm | - | - |
| 8 | 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 .(S.I. NO.279b) | - | Cum | - | - |
| 9 | Providing & Laying Reinforced Cement Concrete Pipe NP3 for Culvert on first class bedding of granular material including fixing with cement sand mortar 1:2 but excluding excavation. Protection works, backfilling. Concrete and masonary work in head well and parapets.(1x 600)mm As per Clause 1106 MORD 1100 (9.3) Single Row. | - | Cum | - | - |
| 10 | Supply & fixing of inagration stone granite polished size of 600x900x20 mm with including letters , painting, groveeing of letters and filling of letter with golden varnish and cartage in all respect at site etc completion of all work. | - | No. | - | - |
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