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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.4 CrAccepted-AOC NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹19.4 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹26.5 CrRejected-Finance | ₹26.5 Cr | 2 | Rejected-Finance 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L2 | AJAY ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . as per Morth Specification 201 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 62,100 | Sqm | 3 ₹1.9 L | 2 ₹1.2 L |
| 2.00 | 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. as per Morth Specification 301 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 7,498 | Cum | 100 ₹7.5 L | 10 ₹74,980 |
| 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. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 7,498 | Cum | 100 ₹7.5 L | 10 ₹74,980 |
| 4.00 | 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. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 66,562 | Cum | 100 ₹66.6 L | 40 ₹26.6 L |
| 5.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 2 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 (3.18) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 4,992 | Cum | 150 ₹7.5 L | 50 ₹2.5 L |
| 6.00 | 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 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 7,498 | Cum | 4,800 ₹3.6 Cr | 3,000 ₹2.2 Cr |
| 7.00 | 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 Sp. 406 (4.14) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 10,406 | Cum | 5,000 ₹5.2 Cr | 3,000 ₹3.1 Cr |
| 8.00 | 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. 502A Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 75,900 | Sqm | 35 ₹26.6 L | 30 ₹22.8 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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 complete in all respects. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 4,933.5 | Cum | 12,000 ₹5.9 Cr | 10,500 ₹5.2 Cr |
| 10.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen 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(i) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | 75,900 | Sqm | 12 ₹9.1 L | 10 ₹7.6 L |
Updated dates
Tender Value
₹29.0 Cr
EMD Value
₹43.5 L
Closing Date
30 Dec 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widening and strengthening of Saraiya Basthan Road length 13.800 km in Gorakhpur district in the financial year 2025-26 including 5 years maintenance work) Lot No 1 of 1
2025_CEGKP_1100336_1
8209/135C-Gkp Circle/2025 dated 03-12-2025
Open Tender
Civil Works
450 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹43.5 L
28 Apr 2026
19 Dec 2025
30 Dec 2025
19 Dec 2025
30 Dec 2025
19 Dec 2025
Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . as per Morth Specification 201 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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. as per Morth Specification 301 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 2 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 (3.18) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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 Sp. 406 (4.14) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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. 502A Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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 complete in all respects. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Providing and applying tack coat with bitumen (VG-10) using bitumen 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(i) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
For drain ,Box Culvert ,Retaining wall, Hume pipe Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.As per MoRTH Clause 304 Complete in all respect as per direction of E/I. (Including Labour Cess but Excluding GST)
For drain ,Box Culvert ,Retaining wall, Hume pipe Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
For drain ,Retaining wall Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 grade in foundation as per drawing and Technical Specification. Complete in all respect as per direction of E/I. (Including Labour Cess but Excluding GST)
For Box Culvert ,Retaining wall Plain cement concrete M-20 in culvert complete as per Drawing and Technical Specification Complete in all respect as per direction of E/I. (Including Labour Cess but Excluding GST)
For drain ,Box Culvert ,Retaining wall, Hume pipe Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Complete in all respect as per direction of E/I. (Including Labour Cess but Excluding GST)
For drain ,Box Culvert ,Retaining wall, Hume pipe M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification Complete in all respect as per direction of E/I. (Including Labour Cess but Excluding GST)
For drain ,Box Culvert ,Retaining wall, Hume pipe M.S or iorn work in angle iorn for joint including Supply of matrial labour T&P etc Required for proper compltion of work size 100x100x8 mm si no 503 (a)
For Hume pipe Supply & Laying of 15mm brick ballast mixed with sand below pipe as bedding in 15cm thickness and in haunch of pipe
For Hume pipe Class 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P required for proper completion of work as per SI No.307
For Hume pipe Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
For Hume pipe M-15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
For Hume pipe Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
For drain ,Box Culvert ,Retaining wall, Hume pipe Colour Washing
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