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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC MISSION HOSPITAL KE PEECHE JAL NIGAM ROAD ROBERTSGANJ SONBHADRA | ₹3.8 Cr | L1 | Accepted-AOC SECURITY SUBMMITED BY CONTRACTOR |
| 2 | L2₹4.0 Cr+₹14.8 L (3.86%)Rejected-Finance MIRZAPUR UTTAR PRADESH | ₹4.0 Cr+₹14.8 L (3.86%) | L2 | Rejected-Finance l2 |
| 3 | L3₹4.0 Cr+₹15.7 L (4.08%)Rejected-Finance | ₹4.0 Cr+₹15.7 L (4.08%) | L3 | Rejected-Finance l3 |
| 4 | L4₹4.2 Cr+₹34.2 L (8.90%)Rejected-Finance SULTANPUR RASRA BALLIA | BALLIA | UTTAR PRADESH | 221701 | ₹4.2 Cr+₹34.2 L (8.90%) | L4 | Rejected-Finance l4 |
| 5 | L5₹4.2 Cr+₹35.1 L (9.12%)Rejected-Finance 524 | ₹4.2 Cr+₹35.1 L (9.12%) | L5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | shree kant singh L5 | arun kumar singh L1 | UMESH CHANDRA MISHRA L6 | M/S PANDEY ENTERPRISES L3 | MS RAKESH KUMAR PANDEY L2 | VIJAY CONSTRUCTION AND SUPPLIERS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORTH 3.18/ 305 | 6,000 | cum | 11,40,000 ₹11,40,000 | 7,58,100 ₹7,58,100 | 3,00,000 ₹3,00,000 Lowest | 7,74,780 ₹7,74,780 | 4,80,000 ₹4,80,000 | 7,74,000 ₹7,74,000 |
| 2.00 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH 4.14/406 A | 216 | cum | 6,69,600 ₹6,69,600 | 4,21,975.44 ₹4,21,975.44 | 3,24,000 ₹3,24,000 | 4,31,352 ₹4,31,352 | 2,91,600 ₹2,91,600 Lowest | 3,06,072 ₹3,06,072 |
| 3.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. As per MORTH 5.01/502/A | 2,900 | Sqm | 3,33,500 ₹3,33,500 | 79,344 ₹79,344 | 58,000 ₹58,000 Lowest | 81,200 ₹81,200 | 1,01,500 ₹1,01,500 | 72,500 ₹72,500 |
| 4.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. As per MORTH 5.04/505/B | 158 | cum | 10,32,214 ₹10,32,214 | 10,03,142 ₹10,03,142 Lowest | 11,85,000 ₹11,85,000 | 11,92,900 ₹11,92,900 | 11,37,600 ₹11,37,600 | 11,06,000 ₹11,06,000 |
| 5.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH 5.02/503/(i) | 1,45,110 | Sqm | 1,01,57,700 ₹1,01,57,700 | 13,81,447.2 ₹13,81,447.2 | 14,51,100 ₹14,51,100 | 14,51,100 ₹14,51,100 | 14,51,100 ₹14,51,100 | 10,73,814 ₹10,73,814 Lowest |
| 6.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 MORTH specification clause No. 507 complete in all respects. As per MORTH 5.05/507/B | 4,483 | cum | 2,22,13,265 ₹2,22,13,265 Lowest | 3,16,56,121.71 ₹3,16,56,121.71 | 3,90,02,100 ₹3,90,02,100 | 3,28,69,356 ₹3,28,69,356 | 3,40,70,800 ₹3,40,70,800 | 3,52,36,380 ₹3,52,36,380 |
| 7.00 | Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes. | 7,570 | Sqm | 57,15,350 ₹57,15,350 | 29,70,240.9 ₹29,70,240.9 | 26,49,500 ₹26,49,500 | 30,35,570 ₹30,35,570 | 22,71,000 ₹22,71,000 Lowest | 30,65,850 ₹30,65,850 |
| 8.00 | Supply and fixing of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 avery dennison/3-M (USA Mark) consisting of ASA plasting houring fitted with tightly adherent plotting compound. The hoursing shall cantain prismatic two glass coverd prismetic reflactive face to reflect incident light I/C all taxs | 900 | Nos | 7,02,000 ₹7,02,000 | 1,85,139 ₹1,85,139 | 2,70,000 ₹2,70,000 | 1,89,000 ₹1,89,000 | 1,35,000 ₹1,35,000 Lowest | 2,43,000 ₹2,43,000 |
Tender Value
₹6.2 Cr
EMD Value
₹12.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
G R WITH REN OF PARSOYI TO BELGADHI ROAD
2026_CEMRZ_1128667_2
563/53M CIRCLE DATE 4.2.2026
Open Tender
Civil Works
Item Rate
240 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹12.3 L
Yes
18 Jun 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORTH 3.18/ 305 | |||||
| 2Providing, 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH 4.14/406 A | |||||
| 3Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. As per MORTH 5.01/502/A | |||||
| 4Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. As per MORTH 5.04/505/B | |||||
| 5Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH 5.02/503/(i) | |||||
| 6Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 MORTH specification clause No. 507 complete in all respects. As per MORTH 5.05/507/B | |||||
| 7Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes. | |||||
| 8Supply and fixing of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 avery dennison/3-M (USA Mark) consisting of ASA plasting houring fitted with tightly adherent plotting compound. The hoursing shall cantain prismatic two glass coverd prismetic reflactive face to reflect incident light I/C all taxs | |||||
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