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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | ₹31.9 L | L1 | Accepted-AOC RESPONSVIE |
| 2 | L2₹31.9 L+₹1,597.44 (0.05%)Rejected-AOC | ₹31.9 L+₹1,597.44 (0.05%) | L2 | Rejected-AOC RESPONSVIE |
Tender Value
₹31.9 L
EMD Value
₹64,000
Closing Date
11 May 2026, 12:00 pmClosed
E.E.R.E.D. HARDOI
E.E.R.E.D. HARDOI
GRAM DANPUR ME JIYALAL KE MAKAN SE PRATHMIK VIDHYALAY KE DAKCHIN KONE SE HOTE HUYE TIKA WALI GALI HOTE HUYE JALLA KE MAKAN TAK INTERLOCKING AND NALI KARYA
2026_REDUP_1139210_1
LETTAR NO 2411 DATE 31.03.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
GRAM DANPUR ME JIYALAL KE MAKAN SE PRATHMIK VIDHYALAY KE DAKCHIN KONE SE HOTE HUYE TIKA WALI GALI HOTE HUYE JALLA KE MAKAN TAK INTERLOCKING AND NALI KARYA
2 documents required · 2 mandatory
₹944
₹64,000
Yes
20 Aug 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 | Earth work in Excavation in Foundation in Ordinary Soil SI No. 251 | - | Cum | - | - |
| 2 | Earth work in cutting or filling inembankment in ordinary soil earth work in exca vation to be done in regular pits not exceeding 1/2 mt depth and earth work in filling to be in 20cm layers including ramming,dressing the surface to required slopes and alsoincluding 1.50mt lift and 30mt lead. The earth from cutting to be used in making embankment or to be depo sited as spoil bank as per direction of E/I and S.I. NO.253 | - | Cum | - | - |
| 3 | 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 | - | - |
| 4 | 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 | - | - |
| 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 S.I.305b | - | sqm | - | - |
| 7 | 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.305b | - | Cum | - | - |
| 8 | 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.305b | - | Sqm | - | - |
| 9 | 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.305b | - | Cum | - | - |
| 10 | 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 | - | QTL | - | - |
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