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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.1 CrAccepted-AOC | ₹12.1 Cr Quoted ₹12.9 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹14.1 CrRejected-Finance | ₹14.1 Cr | 2 | Rejected-Finance 2 |
| 3 | 3₹14.1 CrRejected-Finance GORAKHPUR | UTTAR PRADESH | 273001 | ₹14.1 Cr | 3 | Rejected-Finance 3 |
| 4 | 4₹14.9 CrRejected-Finance | ₹14.9 Cr | 4 | Rejected-Finance 4 |
| 5 | 5₹14.9 CrRejected-Finance | ₹14.9 Cr | 5 | Rejected-Finance 5 |
| Sl No | Description | Qty | Unit | M/s VIJENDRA PRATAP SINGH L3 | M/S M V D INFRA DEVELOPERS PRIVATE LIMITED L5 | M/s Maa Sharda Nirman L2 | M/S JAI BUILDERS L7 | M/S RAM KUMAR PRASAD L6 | M/S Sudhir Kumar L4 | M/S AGRAWAL ASSOCIATE L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 metres. As per MoRT&H Specification & Clause No. 305.4.3, 3.15 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 19,000 | Sqm | 1 ₹19,000 | 3 ₹57,000 | 2 ₹38,000 | 3.5 ₹66,500 | 3 ₹57,000 | 2 ₹38,000 | 5 ₹95,000 |
| 2.00 | 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 section within all lifts and lead upto 1000m. As per MoRT&H Specification & Clause No. 301, 3.06 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 7,000 | Cum | 40 ₹2.8 L | 25 ₹1.8 L | 30 ₹2.1 L | 55 ₹3.9 L | 54 ₹3.8 L | 40 ₹2.8 L | 40 ₹2.8 L |
| 3.00 | 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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 7,000 | Cum | 45 ₹3.1 L | 40 ₹2.8 L | 30 ₹2.1 L | 64 ₹4.5 L | 60 ₹4.2 L | 50 ₹3.5 L | 50 ₹3.5 L |
| 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 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 11,000 | Cum | 80 ₹8.8 L | 70 ₹7.7 L | 60 ₹6.6 L | 120 ₹13.2 L | 119 ₹13.1 L | 100 ₹11 L | 80 ₹8.8 L |
| 5.00 | 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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) (For Cartage Earth) | 7,600 | Cum | 130 ₹9.9 L | 150 ₹11.4 L | 110 ₹8.4 L | 195 ₹14.8 L | 194 ₹14.7 L | 140 ₹10.6 L | 200 ₹15.2 L |
| 6.00 | Construction of granular sub-base by providing Close graded material, sperding in uniform layer with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, As per MoRT&H Specification & Clause No. 401, 4.01(B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 7,100 | Cum | 3,350 ₹2.4 Cr | 3,700 ₹2.6 Cr | 3,300 ₹2.3 Cr | 5,000 ₹3.5 Cr | 4,950 ₹3.5 Cr | 3,700 ₹2.6 Cr | 3,000 ₹2.1 Cr |
| 7.00 | Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | 5,760 | Cum | 3,400 ₹2.0 Cr | 3,800 ₹2.2 Cr | 3,500 ₹2.0 Cr | 5,350 ₹3.1 Cr | 5,300 ₹3.1 Cr | 4,050 ₹2.3 Cr | 3,100 ₹1.8 Cr |
| 8.00 | Providing and applying primer coat with 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.) As per MoRT&H Specification & Clause No. 502, 5.01(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Emulsion SS-2 Bulk but GST will be paid extra as applicable) | 56,000 | Sqm | 20 ₹11.2 L | 30 ₹16.8 L | 25 ₹14 L | 39 ₹21.8 L | 38 ₹21.3 L | 24 ₹13.4 L | 25 ₹14 L |
| 9.00 | Providing and laying dense graded bituminous macadam with 120 TPH Higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent by weight of total mix and filler, fransporting 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 Specification & Clause No. 505, 5.04 (B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-30 but GST will be paid extra as applicable) | 4,480 | Cum | 11,500 ₹5.2 Cr | 11,000 ₹4.9 Cr | 10,500 ₹4.7 Cr | 12,300 ₹5.5 Cr | 12,290 ₹5.5 Cr | 9,900 ₹4.4 Cr | 9,000 ₹4.0 Cr |
| 10.00 | Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORTH Specification.) As per MoRT&H Specification & Clause No. 503, 5.02(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-10 but GST will be paid extra as applicable) | 56,000 | Sqm | 9 ₹5.0 L | 9 ₹5.0 L | 8 ₹4.5 L | 11.5 ₹6.4 L | 11.2 ₹6.3 L | 9 ₹5.0 L | 8 ₹4.5 L |
Tender Value
₹18.9 Cr
EMD Value
₹30 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Widening and Strengthening of CSNTN road to Bhuwana Pakadiyar to Kaptanganj ODR Road under Rajya Sadak Nidhi Yojna Year 2025-26 in District Mahrajganj With 5 Year Maintenance Group No 01 of 02
2026_CEGKP_1128896_1
2182/33Com-Gkp Circle/2026 Dated 20-03-2026
Open Tender
Civil Works
365 days
Mahrajganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹30 L
3 Jun 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. As per MoRT&H Specification & Clause No. 305.4.3, 3.15 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 2Excavation 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 section within all lifts and lead upto 1000m. As per MoRT&H Specification & Clause No. 301, 3.06 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 3Construction 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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 4Construction 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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 5Construction 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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) (For Cartage Earth) | |||||
| 6Construction of granular sub-base by providing Close graded material, sperding in uniform layer with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, As per MoRT&H Specification & Clause No. 401, 4.01(B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 7Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/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 directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | |||||
| 8Providing and applying primer coat with 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.) As per MoRT&H Specification & Clause No. 502, 5.01(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Emulsion SS-2 Bulk but GST will be paid extra as applicable) | |||||
| 9Providing and laying dense graded bituminous macadam with 120 TPH Higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent by weight of total mix and filler, fransporting 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 Specification & Clause No. 505, 5.04 (B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-30 but GST will be paid extra as applicable) | |||||
| 10Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORTH Specification.) As per MoRT&H Specification & Clause No. 503, 5.02(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-10 but GST will be paid extra as applicable) | |||||
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