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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-Finance FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹4.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.2 CrAccepted-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹4.2 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹4.9 CrRejected-Finance 16A 71A NEW SOHBATIYABAG GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹4.9 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | AM BUILDERS AND INFRASTRUCTURES PRIVATE LIMITED L1 | M/s Prabhakar Singh L3 | PRADEEP KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment 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 (carted earth 2.00Km.) | 21,897 | Cum | 186.75 ₹40.9 L | 250 ₹54.7 L | 187 ₹40.9 L |
| 2.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 477.75 | Cum | 2,431.5 ₹11.6 L | 2,400 ₹11.5 L | 2,430 ₹11.6 L |
| 3.00 | 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. | 143 | Cum | 3,749.5 ₹5.4 L | 3,600 ₹5.1 L | 3,755 ₹5.4 L |
| 4.00 | 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 | 105 | Cum | 9,133 ₹9.6 L | 5,600 ₹5.9 L | 9,135 ₹9.6 L |
| 5.00 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC) | 1,400 | Cum | 13.4 ₹18,760 | 14 ₹19,600 | 14.25 ₹19,950 |
| 6.00 | Providing and laying of dense graded bituminous macadam with HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% as per job mix , 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 507 complete in all respects. ( Grade -II ) | 70 | Cum | 11,095 ₹7.8 L | 11,000 ₹7.7 L | 11,250 ₹7.9 L |
| 7.00 | 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. | 42 | Cum | 12,625 ₹5.3 L | 12,000 ₹5.0 L | 12,700 ₹5.3 L |
| 8.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, ransporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (carted earth 2.00Km.) | 482.56 | Cum | 173.5 ₹83,724.16 | 250 ₹1.2 L | 176 ₹84,930.56 |
| 9.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 7,587.36 | Cum | 139.5 ₹10.6 L | 175 ₹13.3 L | 141.5 ₹10.7 L |
| 10.00 | 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 | 72.84 | Cum | 75.5 ₹5,499.42 | 200 ₹14,568 | 77.25 ₹5,626.89 |
Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
25 Mar 2026, 3:00 pmClosed
supritending Engineer Prayagraj pwd Prayagraj
office of Executive Engineer PD PWD Kaushambi
Construction of Minor Bridge of 3x12 m span over river Sasur Khaderi on Masipur Khojwapur road in District Kaushambi. (Well Foundation brigde)
2026_CEALD_1127933_1
1863/06comB-PrjCircle/2026 Dt.14.03.2026
Open Tender
Civil Works - Bridges
365 days
Prayagraj
Please Refer Tender Documents
2 documents required · 2 mandatory
₹2,725
₹10.2 L
Yes
Prayagraj
7 May 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of Embankment 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 (carted earth 2.00Km.) | ||||||
| 2Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | ||||||
| 3Providing, 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. | ||||||
| 4Providing, 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 | ||||||
| 5Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC) | ||||||
| 6Providing and laying of dense graded bituminous macadam with HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% as per job mix , 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 507 complete in all respects. ( Grade -II ) | ||||||
| 7Providing 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. | ||||||
| 8Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, ransporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (carted earth 2.00Km.) | ||||||
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | Cum | - | - | itemH1Code3 |
| 10Excavation 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 | ||||||
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