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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.1 Cr+₹32.9 L (2.23%)Rejected-Finance ADD 5 SARDAR PATEL MARG CIVIL LINES PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | L2 | Rejected-Finance L2 | |
| 3 | L3₹15.1 Cr+₹37.3 L (2.53%)Rejected-Finance VILL DEVARI KALA KARCHHANA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | L3 | Rejected-Finance L3 | |
| 4 | L4₹15.1 Cr+₹41.9 L (2.84%)Rejected-Finance 784 J BHAGHAMBARI GADDI SADAR DISTRICT PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹15.6 Cr+₹90.0 L (6.11%)Rejected-Finance 25A CHAK HARINANDAN NAIN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | L5 | Rejected-Finance L5 |
Tender Value
₹24.8 Cr
EMD Value
₹37.2 L
Closing Date
25 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
PRAYAGRAJ LUCKNOW MARG PAR HATHIGAHA SAHWAPUR MASNI BARADARI BARAI HARAK SARAY HARIRAM JAGDISHPUR SUKALI MARG KM 0 POINT 00 SE KM 17 POINT 200 KA CHAUDIKARAN EWAM SUDRINIKARAN KA KARYA
2025_CEALD_1099040_1
8699/10 KAAM A - PRJ CIR /2025 DT 26.11.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
PRAYAGRAJ
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,714
₹37.2 L
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
30 Jan 2026
17 Dec 2025
25 Dec 2025
17 Dec 2025
25 Dec 2025
17 Dec 2025
20 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 68,800 | Sqm | - | - |
| 2 | Excavation for roadwork in soil with hydraulic excavator 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 (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 7,450.49 | Cum | - | - |
| 3 | Excavation for roadwork in soil with hydraulic excavator 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 (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 2,840.25 | Cum | - | - |
| 4 | Construction of embankment with approved materials obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 13,529.79 | Cum | - | - |
| 5 | 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 table 300-2, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 16,853 | Cum | - | - |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 14,834.13 | Cum | - | - |
| 7 | Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge. | 9,722.38 | Cum | - | - |
| 8 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meters. | 34,297.5 | Sqm | - | - |
| 9 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge. | 14,346 | Cum | - | - |
| 10 | Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/Sqm using mechanical means complete in all respect as per MoRTH Technical Specification Clause502 & as per direction of Engineer-in-charge. | 67,100 | Sqm | - | - |
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