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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-Finance | ₹41.2 L | L1 | Accepted-Finance Due to L1 |
| 2 | L2₹41.7 L+₹53,300.13 (1.29%)Rejected-Finance | ₹41.7 L+₹53,300.13 (1.29%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹43.0 L+₹1.8 L (4.45%)Rejected-Finance | ₹43.0 L+₹1.8 L (4.45%) | L3 | Rejected-Finance Due to L3 |
| 4 | L4₹43.1 L+₹1.9 L (4.71%)Rejected-Finance S 2 92 RUKMANI BIHAR GOL CHAURAHA KESHAV DHAM ROAD VRINDAVAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹43.1 L+₹1.9 L (4.71%) | L4 | Rejected-Finance Due to L4 |
Tender Value
₹51.1 L
EMD Value
₹1.0 L
Closing Date
10 Jun 2026, 12:00 pmClosed
Superintending Engineer, R.E.D., Agra
Office Of The Superintending Engineer, R.E.D., Agra
CONSTRUCTION OF ROAD IN VILLAGE JANU BLOCK GOVERDHAN FROM MAIN ROAD TO HOUSE OF KARAN SINGH
2026_REDUP_1151045_38
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
₹1.0 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 | - | cum | - | - |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (with Cartage of 5.0 KM) | - | 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. | - | 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. | 1 | Cum. | - | - |
| 6 | Providing and laying cement concrete in 1:4:8 (1) Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work, in Foundation and floors. | - | Cum. | - | - |
| 7 | M150 classbrick work in 1:4 cement and coarse sand (2.2 fm) in foundation in plinth including supply of all material labour T&P etc with sifting of material as per S.I.No 305. | 1 | cum | - | - |
| 8 | Laying Cement concrete consisting of in 1:2:4 with cement,coarse sand and 20mm stone grit over prepared sub grade after its rectification and bringing it to proper camber and including supply of labour material T&P etc. as per S.I No. 279a. | 1 | cum | - | - |
| 9 | 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 | - | cum | - | - |
| 10 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC | - | Qtl | 1 | - |
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