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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.4 LAccepted-Finance | ₹74.4 L | L1 | Accepted-Finance Due to L1 |
| 2 | L2₹74.6 L+₹21,731.72 (0.29%)Rejected-Finance | ₹74.6 L+₹21,731.72 (0.29%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹74.8 L+₹36,719.11 (0.49%)Rejected-Finance GIRRAJ MARKET BHUTESWAR ROAD MATHURA | MATHURA | MATHURA | ₹74.8 L+₹36,719.11 (0.49%) | L3 | Rejected-Finance Due to L3 |
Tender Value
₹88.4 L
EMD Value
₹1.8 L
Closing Date
10 Jun 2026, 12:00 pmClosed
Superintending Engineer, R.E.D., Agra
Office Of The Superintending Engineer, R.E.D., Agra
Vidhansabha Baldeo ke Gram Dagheta me Pokhar ke paas Purv Nirmit CC Marg se Rajvahe ki Patari tak Sadak Nirman Karya
2026_REDUP_1151045_7
08/R.E.D./Nivida/2026-27, dt. 01.04.2026
Open Tender
Civil Works
Percentage
180 days
Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.8 L
Yes
25 Jul 2026
23 May 2026
10 Jun 2026
23 May 2026
10 Jun 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 | 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. | - | - |
| 4 | 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. | 1 | Cum. | - | - |
| 5 | 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. | 1 | - |
| 6 | Construction of unreinforced Plain cenent concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501 2.2 M30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer or not less than 0.2 cum capacity and appropriate weight batcher using approve mix design laid in approved fixed side formwork (steel chaneel, laying and fixing of 125 micron thick polythene film wedges, steel plates including leveling the formwork as per drawing) spreading concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and construction joints applying debonding strips, primer, sealant near approachments to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 (For Mathura) SI No MORD-6.4(1500) | - | Cum. | - | - |
| 7 | PCC 1:4:8 nominal mix in foundation with crushed sand stone 40mm nominal sise mechanically mixed, placed in foundation and compacted by vibration including curing .MORT&H SI No 12.04 Ch6 | - | 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 | - | cum | - | - |
| 9 | 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 | - | - |
| 10 | Reinforced Cement Concrete (M20) in su structure complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 13.05E Ch6 | 1 | cum | - | - |
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