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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 CrAccepted-AOC | ₹27.7 Cr Quoted ₹26.7 Cr | L1 | Accepted-AOC 276529252.69 |
| 2 | L2₹26.8 Cr+₹14.3 L (0.54%)Rejected-Finance SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹26.8 Cr+₹14.3 L (0.54%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹28.1 Cr+₹1.4 Cr (5.36%)Rejected-Finance SRSC TOWER CP 1 105 PART C PHASE II RADHIKA VIHAR MATHURA 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹28.1 Cr+₹1.4 Cr (5.36%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹28.1 Cr+₹1.4 Cr (5.41%)Rejected-Finance | ₹28.1 Cr+₹1.4 Cr (5.41%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹30.2 Cr+₹3.5 Cr (13.3%)Rejected-Finance | ₹30.2 Cr+₹3.5 Cr (13.3%) | L5 | Rejected-Finance Rejected |
Tender Value
₹45.0 Cr
EMD Value
₹50 L
Closing Date
31 Mar 2025, 12:00 pmClosed
SE BLY CIRCLE PWD BLY
SE BLY CIRCLE PWD BLY
Widening and Strengthening of Banda Khutar Road Km. 3 to Pilibhit Basti Road via Sunasarnath In Distt Shahjahanpur (Fin Year 2024-25)
2025_CEBLY_991081_1
11746/141C(E-Tender)-3/24 Dt. 09/12/2024
Open Tender
Civil Works - Roads
Item Rate
365 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹50 L
Yes
7 Jul 2025
7 Jan 2025
31 Mar 2025
7 Jan 2025
31 Mar 2025
7 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 21,200 | cum | 100 | ₹21,20,000 |
| - | Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305. (For Carted Earth upto 2.0 Km). | 98,000 | cum | 100 | ₹98,00,000 |
| - | Construction of Subgrade and Earthen Shoulders with approved material deposit at site from roadway cutting an excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.2. (Only Compaction) | 21,200 | cum | 100 | ₹21,20,000 |
| - | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 11,496 | cum | 100 | ₹11,49,600 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 9,186.46 | cum | 100 | ₹9,18,646 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as MoRTH specification clause 406. (Wet Mix Macadam 3.50% emulsion+1% cement) Stabilized WMM | 12,121 | cum | 100 | ₹12,12,100 |
| - | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC) | 1,20,190 | sqm | 100 | ₹1,20,19,000 |
| - | Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job mix, and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. | 4,807.6 | cum | 100 | ₹4,80,760 |
| - | Earthwork in excavation of Foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling with approved material. (Mechanical Means) | 1,454.58 | cum | 100 | ₹1,45,458 |
| - | Plain Cement Concrete 1:3:6 nominal mix in foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 77.26 | cum | 100 | ₹7,726 |
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