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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC 152 JAIL ROAD NAYI BASTI PATTAL WALI GALI NAI BASTI SITAPUR SITAPUR UTTAR PRADESH 261001 | SITAPUR | UTTAR PRADESH | 261001 | ₹19.5 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹19.7 L+₹21,899.78 (1.12%)Rejected-AOC 11 4 KHANANCHI TOLA HARDOI | ₹19.7 L+₹21,899.78 (1.12%) | L2 | Rejected-AOC RESPONSIVE |
Tender Value
₹19.6 L
EMD Value
₹40,000
Closing Date
20 May 2026, 12:00 pmClosed
Executive Engineer R.E.D.Hardoi
Executive Engineer R.E.D.Hardoi
JANPAD-HARDOI KE NAGAR PALIKA CHETRA ME DR. AKHILESH PATEL KE DHARAMSHALA ROAD HARDOI WALE MAKAN SE AMRAT AARY KA MAKAN HOTE HUYE ABHISHEK KANAUJIYA SE SE SHIV SWARUP KANAUJIYA HOTE HUYE UTTAM TIWARI KE MAKAN TAK INTERLOCKING AND NALI NIRMAN KARYA
2026_REDUP_1146995_1
LETTAR NO 189 DATE 24.04.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
JANPAD-HARDOI KE NAGAR PALIKA CHETRA ME DR. AKHILESH PATEL KE DHARAMSHALA ROAD HARDOI WALE MAKAN SE AMRAT AARY KA MAKAN HOTE HUYE ABHISHEK KANAUJIYA SE SE SHIV SWARUP KANAUJIYA HOTE HUYE UTTAM TIWARI KE MAKAN TAK INTERLOCKING AND NALI NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹40,000
Yes
11 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 | Dismantling existing I Section Interlocking i/c stacking at site | 918 | Sqm | - | - |
| 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 1.5m 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. | 126.68 | Cum | - | - |
| 3 | 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 | 21.11 | Cum | - | - |
| 4 | 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 | 84.46 | Cum | - | - |
| 5 | 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 | 12.81 | Cum | 0.2 | ₹2.56 |
| 6 | 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 | 68.85 | Sqm | 0.4 | ₹27.54 |
| 7 | Providing and laying of Interlocking (Zig-zag Type) Concrete Block pavement having thickness 80 mm as per drawing and technical specification clause 1504 (Deduction for old obtained interlocking blocks L/S Amount Rs. 23750.00) Orignal Qty. 940.50 | 914.99 | Sqm | - | - |
| 8 | 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per SI 584+(583-582) | 367.2 | Cum | - | - |
| 9 | 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) | 16.22 | Cum | - | - |
| 10 | Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 284 | 1.35 | Cum | - | - |
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