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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹35.0 LAccepted-Finance AMBEDKAR PURAM 6 140 AWAS VIKAS SECTOT 6 KANPUR NAGAR | ₹35.0 L | l1 | Accepted-Finance l1 |
| 2 | l2₹35.0 L+₹1,751.53 (0.05%)Rejected-Finance | ₹35.0 L+₹1,751.53 (0.05%) | l2 | Rejected-Finance l2 |
Tender Value
₹35.0 L
EMD Value
₹71,000
Closing Date
31 Aug 2026, 12:00 pmClosed
SE RED KANPUR
SE RED KANPUR DEHAT119 MANGLA VIHAR -II KANPUR
GRAM POORANPURAVA ME LAKHAN SANKHWAR KE MAKAN SE LEKAR NAI BASTI VIPIN KUMAR KE MAKAN TAK ENTERLOKING ROAD KA NIRMAN
2026_REDUP_1179029_2
1527/se/red/2026-27 dt-17-08-2026
Open Tender
Civil Works
Percentage
120 days
KANPUR DEHAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
₹71,000
SE RED KANPUR DEHAT119 MANGLA VIHAR -II KANPUR
21 Sept 2026
24 Aug 2026
31 Aug 2026
24 Aug 2026
31 Aug 2026
24 Aug 2026
28 Aug 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 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | M3 | - | - |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | M3 | 1 | ₹1 |
| - | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 | 1 | M3 | - | - |
| - | P/L in position cc of specified grade excluding cost of centering and shuttering complete as item 4.1.5 of SOR 2023(1:3:6) | 1 | M3 | - | - |
| - | Brick work with common burnt clay (non modular) bricks of class-150 in foundation&plinth in 1:4 cement,c.sand mortar as dsr(2023) 6.1.1 | 1 | M3 | - | - |
| - | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1 | M2 | - | - |
| - | 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 as per MORD specification 401 | - | M3 | - | - |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | - | M3 | 1 | - |
| - | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | M2 | 1 | - |
| - | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-25(1:1.5:3) | - | M3 | - | - |
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