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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 CrAccepted-AOC GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹12.0 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹12.1 Cr+₹6.2 L (0.52%)Rejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹12.1 Cr+₹6.2 L (0.52%) | 2 | Rejected-Finance 2 |
| 3 | 3₹12.3 Cr+₹32.0 L (2.67%)Rejected-Finance | ₹12.3 Cr+₹32.0 L (2.67%) | 3 | Rejected-Finance 3 |
| 4 | 4₹13.1 Cr+₹1.1 Cr (8.82%)Rejected-Finance ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹13.1 Cr+₹1.1 Cr (8.82%) | 4 | Rejected-Finance 4 |
| 5 | 5₹13.2 Cr+₹1.2 Cr (10.4%)Rejected-Finance | ₹13.2 Cr+₹1.2 Cr (10.4%) | 5 | Rejected-Finance 5 |
| Sl No | Description | Qty | Unit | M/s VIJENDRA PRATAP SINGH L1 | SIDDHARTH CONSTRUCTION L8 | M/S AGRAWAL ASSOCIATE L4 | AMBE INFRAPROJECTS PRIVATE LIMITED L6 | M/s Umesh Shahi L5 | AJAY ASSOCIATES L2 | A K ENGINEERING WORKS L7 | M/S Paliwal Brothers L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,800 | Cum. | 35 ₹1,68,000 | 3 ₹14,400 Lowest | 40 ₹1,92,000 | 60 ₹2,88,000 | 30 ₹1,44,000 | 10 ₹48,000 | 50 ₹2,40,000 | 40 ₹1,92,000 |
| 2.00 | 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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,800 | Cum. | 35 ₹1,68,000 | 100 ₹4,80,000 | 52 ₹2,49,600 | 60 ₹2,88,000 | 35 ₹1,68,000 | 30 ₹1,44,000 Lowest | 50 ₹2,40,000 | 40 ₹1,92,000 |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 55,000 | Cum | 58 ₹31,90,000 Lowest | 100 ₹55,00,000 | 90 ₹49,50,000 | 180 ₹99,00,000 | 80 ₹44,00,000 | 70 ₹38,50,000 | 100 ₹55,00,000 | 80 ₹44,00,000 |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 44,500 | Cum | 80 ₹35,60,000 Lowest | 300 ₹1,33,50,000 | 210 ₹93,45,000 | 180 ₹80,10,000 | 170 ₹75,65,000 | 100 ₹44,50,000 | 175 ₹77,87,500 | 125 ₹55,62,500 |
| 5.00 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,850 | Cum | 3,300 ₹1,60,05,000 | 4,800 ₹2,32,80,000 | 3,200 ₹1,55,20,000 | 3,300 ₹1,60,05,000 | 3,550 ₹1,72,17,500 | 3,000 ₹1,45,50,000 Lowest | 3,600 ₹1,74,60,000 | 3,175 ₹1,53,98,750 |
| 6.00 | 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 MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 6,970 | cum | 3,400 ₹2,36,98,000 | 4,900 ₹3,41,53,000 | 3,400 ₹2,36,98,000 | 3,500 ₹2,43,95,000 | 3,950 ₹2,75,31,500 | 3,300 ₹2,30,01,000 Lowest | 3,700 ₹2,57,89,000 | 3,600 ₹2,50,92,000 |
| 7.00 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification & clause No. 502, 5.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 38,750 | Sqm | 17 ₹6,58,750 Lowest | 35 ₹13,56,250 | 20 ₹7,75,000 | 30 ₹11,62,500 | 29 ₹11,23,750 | 30 ₹11,62,500 | 18 ₹6,97,500 | 30 ₹11,62,500 |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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, 5.04 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,930 | Cum | 11,000 ₹2,12,30,000 | 11,500 ₹2,21,95,000 | 9,300 ₹1,79,49,000 Lowest | 10,500 ₹2,02,65,000 | 10,800 ₹2,08,44,000 | 10,600 ₹2,04,58,000 | 10,500 ₹2,02,65,000 | 9,700 ₹1,87,21,000 |
| 9.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 39,450 | Sqm | 10 ₹3,94,500 | 15 ₹5,91,750 | 10 ₹3,94,500 | 10 ₹3,94,500 | 8 ₹3,15,600 Lowest | 10 ₹3,94,500 | 8 ₹3,15,600 Lowest | 9 ₹3,55,050 |
| 10.00 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,180 | cum | 12,000 ₹1,41,60,000 | 12,500 ₹1,47,50,000 | 10,400 ₹1,22,72,000 | 11,500 ₹1,35,70,000 | 11,800 ₹1,39,24,000 | 11,800 ₹1,39,24,000 | 12,900 ₹1,52,22,000 | 9,900 ₹1,16,82,000 Lowest |
Tender Value
₹17.4 Cr
EMD Value
₹30 L
Closing Date
16 Dec 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widening and strengthening of Jaitpur Main road to Shahidabad Via Amtoura- Banouda- Belwadadi- Gader- Kaili road With 5 Year Maintenance work LOT No-1 of 1
2025_CEGKP_1096783_1
6925/135C Gorakhpur Circle /2025 dated 04-10-2025
Open Tender
Civil Works
Item Rate
365 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹30 L
15 Apr 2026
6 Dec 2025
16 Dec 2025
6 Dec 2025
16 Dec 2025
6 Dec 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 As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,800 | Cum. | - | - |
| 2 | 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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,800 | Cum. | - | - |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 55,000 | Cum | - | - |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 44,500 | Cum | - | - |
| 5 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,850 | Cum | - | - |
| 6 | 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 MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 6,970 | cum | - | - |
| 7 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification & clause No. 502, 5.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 38,750 | Sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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, 5.04 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,930 | Cum | - | - |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 39,450 | Sqm | - | - |
| 10 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,180 | cum | - | - |
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