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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC NA | NA | NA | 121004 | ₹25.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹25.3 L+₹2,039.30 (0.08%)Rejected-Finance | ₹25.3 L+₹2,039.30 (0.08%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹25.4 L+₹11,726 (0.46%)Rejected-Finance | ₹25.4 L+₹11,726 (0.46%) | L3 | Rejected-Finance Due to L3 |
| 4 | L4₹25.5 L+₹19,602.81 (0.77%)Rejected-Finance | ₹25.5 L+₹19,602.81 (0.77%) | L4 | Rejected-Finance Due to L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical NON- RESPONSIVE |
Tender Value
₹30.1 L
EMD Value
₹61,000
Closing Date
28 May 2026, 12:00 pmClosed
Executive Engineer, R.E.D., Mathura
Office Of The Executive Engineer, R.E.D., Mathura
Farah me Shahjadpur se Meghpur tak Sadak Nirman karya
2026_REDUP_1150910_2
07/R.E.D./E-Tendering/2026-27, dt. 01.04.2026
Open Tender
Civil Works
Percentage
180 days
Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹61,000
Yes
20 Aug 2026
23 May 2026
28 May 2026
23 May 2026
28 May 2026
23 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 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii) | - | Sqm | - | - |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SI-12.1 | 1 | Cum. | - | - |
| 3 | Providing and laying cement concrete in 1:6:12(1cement : 6Coarsesand:12graded stone aggregate 40mm nominal size) including supplyof all materials, labour and T&Petc. required for completion of work and curing complete, including cost of form work. In Foundation and floors. SI-1 CH-5 PWD SOR Mainpuri | - | Cum. | - | - |
| 4 | 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. | - | Cum. | - | - |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum. | - | - |
| 6 | 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. | - | Cum. | - | - |
| 7 | Suppling and laying of Precast Concrete Blocks (Interlocking Tiles) for paving of thickness 80mm Rubber Moulded Grey (Compressive strength not less than 30Mpa as specified in IS: 15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 SI 17 ch 5 | - | Cum. | - | - |
| 8 | M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work as per direction of E/I. S.I. No.5 Ch6 | 1 | cum | - | - |
| 9 | 12 mm thick cement plaster in 1:3 cement and coarse sand mortar including all charges etc. as S.I. No. 20 Ch 6 | - | Sqm | - | - |
| 10 | Plain Cement Concrete (PCC grade M15) in open foundation complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 12.08 A CASE-II Ch6 | - | cum | - | - |
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